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CITY OF SANTA ANA
<br />mrting-andIDvrfdirtg�g e n c y
<br />HDU 2 (TYP)
<br />3,4�51W
<br />4X4 POST 3,4
<br />Oz-S-oz o2 s-02
<br />HDU 2 (TYP)
<br />4X4 POST A.B. 448" Min
<br />EX. SLAB TO BE EPDXY - - - - - -
<br />7�\
<br />PROTECTED FROM � %1 � O p F- o
<br />MOISTURE 14' - 0" �' N
<br />7
<br />PROVIDE REDGARD I 5 X v
<br />WATERPROOFING AND 02-S-02
<br />CRACK PREVENTION I W
<br />MEMBRANE
<br />ICC4ESR-141310
<br />I ,n
<br />I o i s 1 1I
<br />N Ex. 1' - 0" I 02 O- 2
<br />`- `: • ' - footing
<br />I
<br />EX. SLAB TO BE
<br />3,4 I EPDXY PROTECTED I `
<br />02-S-02 I 5 FROM MOISTURE
<br />N o
<br />I
<br />HDU 2 (TYP)'CO
<br />4X4 POST
<br />"- 02-S-02
<br />Ex. 1' - 0"
<br />footing
<br />HDU 2 (TYP) ¢j " % t. ••.+ • ^a . ..�:•.
<br />4X4 POST I -
<br />*G.C. to verify
<br />3,4 I 6 ex. footing r '6 19-0)
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<br />=° NEW 4" CONC. SLAB - d - footing
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<br />New 1'- 0" a Eo 0
<br />footin °' 1 1 3 HDU 2 (TYP)
<br />9
<br />• � 02-5-02 a a' "a 02-5-02 4X4 POST
<br />�z.� - - -
<br />_ 5/8" A.B. @48" Min' a ;a - -
<br />1,3 1,3
<br />02-S-02 �1� 02-S-02
<br />4'-0" 7HDU
<br />0"4'-0"
<br />HDU 2 (TYP)
<br />4X4 POST 4X4 POST
<br />2
<br />24"x24" Deep
<br />pad w/(3) 44 "CONTRACTOR TO VERIFY THE SIZE OF
<br />Bars each way EXISTING FOOTING
<br />**HOLDOWNS TO BE USED: HDU2
<br />Foundation Plan
<br />1 /4" = 1'-0"
<br />02S 02
<br />9 HDU 2 (TYP)
<br />2(2X4) POST
<br />02-S-02
<br />14'-0"
<br />HDU
<br />2 (TYP) 1
<br />2(2X4) POST
<br />N. 4x4 HDR
<br />3, i2O
<br />2
<br />< x
<br />' Ex. 2x C.J.@16" O.0
<br />= N
<br />TO REMAIN
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<br />5
<br />III
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<br />k02-S-02/
<br />N. 4x4 HDR'
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<br />HDU 2 (TYP)
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<br />N. 4x4 HDR
<br />cc n N
<br />= N
<br />2(2X4) POST
<br />Ex. 2x R.R.@16" O.0
<br />02-s-02
<br />TO REMAIN '
<br />HDU 2 (TYP)
<br />„ + ^a • wv
<br />2(2X4) POST
<br />Ex. 2x R.R.@16" O.0
<br />o *G.C. to verify
<br />IZT ex. roof framing TO REMAIN
<br />z
<br />7 7
<br />0
<br />02-S-02 New 2x10 ridge oz-s-oz
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<br />N
<br />New 2x10 C.J.@16" O.0
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<br />11
<br />New 2x8 R.R.@16" O.0
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<br />New 2x8 R.R.@16" O.0
<br />o0 o N
<br />9
<br />= N
<br />�1 0 7 oz-8-02 1 2
<br />02\ S-OZ/ 02-S-02 02-S-02
<br />N. 4x4 HDR N. 4x4 HDR
<br />CC
<br />1 1 = = 1
<br />HDU 2 (TYP)
<br />4'-0" 4'-0" C° `x 4'-0"
<br />2(2X4) POST
<br />HDU 2 (TYP) HDU 2 (TYP) 11 4x6 HDR
<br />2(2X4) POST 2(2X4) POST
<br />2
<br />9
<br />OFraming Plan
<br />1 /4" = 1'-0"
<br />*G.C. TO VERIFY EX. ROOF FRAMING
<br />MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS
<br />1. Depth of foundations below the natural grade shall not be less than 18
<br />inches.
<br />2. Continious foundations shall be reinforced with at least four continuous #4
<br />reinforcing bars, two #4 bars at the top and two #4 bars at the bottom
<br />3. Slab construction shall be minimum 4" thick, reinforced with -4 bars at 18"
<br />on center each way
<br />4. Doweling of the new foundations and slabs into the existing foundations and
<br />slabs shall be required. Dowels shall be a minimum of 6" into the existing
<br />concrete and shall extend a minimum of 24" into the new concrete. Dowels
<br />shall be minimum #3 bars at 18" on center or #4 bars at 24" on center
<br />EPDXY BASE PROCEDURE
<br />1. DRILL HOLE 1/8 0 LARGER THAN ANCHOR
<br />2. CLEAN HOLE WITH BRUSH AND
<br />COMPRESSED AIR
<br />3. PLACE ROD AT BOTTOM OF HOLE OF SILL
<br />Simpson Set XP Epoxy -Tie (ICC-ESR #2508)
<br />4. GROUNT WITH FLOWABLE EPDXY FLUSH
<br />TO TOP
<br />5. DEPUTY INSPECTION REQUIRED FOR
<br />PROPER HOLDOWN INSTALLATION AND
<br />INTEGRITY OF (E) CONCRETE
<br />6. ALLOW 24 HR. CURE BEFORE
<br />TIGHTENING NUT
<br />TYP. ANCHOR BOLTS
<br />BOLT
<br />DIAMETER
<br />D
<br />MINIMUM EMBEDMENT
<br />VERT.
<br />ANCHOR BOLTS
<br />HORIZ.
<br />ANCHOR BOLTS
<br />1/2"
<br />7"
<br />5"
<br />5/8"
<br />7"
<br />5"
<br />3/4"
<br />7"
<br />5"
<br />7/8"
<br />8"
<br />6"
<br />1.
<br />9„
<br />T'
<br />1 1 /8"
<br />10"
<br />8"
<br />*USE: 5/8 ANCHOR BOLTS 10" LONG
<br />EMBEDDED 7", 12" @ ENDS OF SILL & 6-0" O.0
<br />W/ 3" X 3" X 1/4" PLATE WASHER.
<br />TABLE R602.3(1)
<br />FASTENERSCHEDULE FORSTRUCTURAL MEMBERS
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE OF
<br />NUNU FASTENER
<br />SPACING OF FASTENERS
<br />ROOF
<br />1
<br />Blocking between joist or rafters to top plate, toe nail
<br />3-8d (2 1 /2"x0.113")
<br />-
<br />2
<br />Ceiling joists to plate, toe nail
<br />3-8d (2 1/2"x0.113")
<br />-
<br />3
<br />Ceiling joists not attached to parallel rafter, laps over partitions, face
<br />nail
<br />3-10d
<br />-
<br />4
<br />Collar tie rafter, face nail or 1 1/4"x20 gage ridge strap
<br />3-10d (3"x0.128")
<br />-
<br />5
<br />Rafter to plate, toe nail
<br />2-16d(3 1/2"x 0.135")
<br />-
<br />6
<br />Roof rafters to ridge, valley or hip rafters:
<br />toe nail
<br />face nail
<br />4-16d(3 1 /2"x0.135")
<br />3-16d(3 1/2"x0.135")
<br />-
<br />WALL
<br />7
<br />Built-up corner studs
<br />10d (3"4.128")
<br />24" o.c.
<br />8
<br />Built-up header, two pieces with 1/2" spacer
<br />16d (3 1/2"x0.135")
<br />16" o.c. along each edge
<br />9
<br />Continued header, two pieces
<br />16d (3 1/2"x0.135")
<br />16" o.c. along each edge
<br />10
<br />Continued header to stud, toe nail
<br />4-8d (2 1/2"x0.113")
<br />-
<br />11
<br />Double studs, face nail
<br />10d (3"x0.128")
<br />24" o.c.
<br />12
<br />Double top plate, face nail
<br />10d (3"4.128")
<br />24" o.c.
<br />13
<br />Double top plate, minimum 48-inch offset of end joints,
<br />face nail in lapped area
<br />8-16d (3 1/2"x0.135")
<br />-
<br />14
<br />Sole plate to joist or blocking, face nail
<br />16d (3 1/70.135")
<br />16" o.c.
<br />15
<br />Sole plate to joist or blocking at bated wall panels
<br />3-16d (3 1/2"4.135")
<br />16" o.c.
<br />16
<br />stud to sole plate, toe nail
<br />3-8d ( 2 1/2"x0.113")
<br />-
<br />17
<br />Top or sole plae to stud, end nail
<br />2-16d (3 1/2"x0.135")
<br />-
<br />18
<br />Top plates, laps at comers and intersections, face nail
<br />2-10d (3 "x0.128")
<br />-
<br />19
<br />1" brace to each stud and plate, face nail
<br />2-8d (2 1/2"x0.113")
<br />2 staples 1 3/4"
<br />-
<br />-
<br />20
<br />1"x6" sheathing to each bearing, face nail
<br />2-8d (2 1/2"x0.113")
<br />2 staples 1 3/4"
<br />-
<br />-
<br />21
<br />1"x8" sheathing to each bearing, face nail
<br />2-8d (2 1/2"x0.113")
<br />3 staples 1 3/4"
<br />-
<br />-
<br />22
<br />Wider than 1 "x8" shearing to each bearing, face nail
<br />3-8d (2 1 /2"x0.113")
<br />4 staples 1 3/4"
<br />-
<br />-
<br />FLOOR
<br />23
<br />Joist to sill or girder, toe nail
<br />3-8d (2 1 /2"x0.113")
<br />-
<br />24
<br />1 "x6" subfloor or less to each joist, face nail
<br />2-8d (2 1 /2"x0.113")
<br />2 staples 1 3/4"
<br />-
<br />-
<br />25
<br />2" subfloor to joist or girder, blind and face nail
<br />2-16d (3 1/2"x0.135")
<br />-
<br />26
<br />Rim joist to top plate, toe nail (roof applications also)
<br />8d (2 1 /2"x0.113")
<br />6" o.c.
<br />27
<br />2" planks (planks & beam -floor & roof)
<br />2-16d (3 1/2"x0.135")
<br />at each bearing
<br />28
<br />Built-up girders and beams, 2-inch lumber layers
<br />14d (3"x0.128")
<br />Nail each layer as follows: 32" o.c.
<br />at top and bottom and staggered.
<br />Two nails at ends and at each splice.
<br />29
<br />Ledger strip supporting joists or rafters
<br />3-16d (3 1 /2"x0.135")
<br />FAach joist or rafter
<br />TABLE R602.3(1) continued
<br />FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br />ITEM
<br />DESCRIPTION OF BUILDING
<br />MATERIALS
<br />DESCRIPTION OF FASTENER b,c,e
<br />SPACING OF FASTENERS
<br />EDGES
<br />(INCHES)
<br />INTERMEDIATE c,e SUPPOF
<br />Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing
<br />30
<br />3/8" - 1 /2"
<br />common 2"x0.1 mmon �1 "1 nail nail(subfloorwall) 8d
<br />( ) (roof)
<br />6
<br />12 g
<br />31
<br />5/16 1 /2
<br />6d common (2"4.113") nail (subfloor wall) 8d
<br />common (2"x0.131 ") nail (roof)
<br />6
<br />12 g
<br />32
<br />19/32" - 1 "
<br />8d common (2"4.131 ")
<br />6
<br />12 g
<br />33
<br />1 1 /8" - 1 1 /4"
<br />10d common (3"x0.148") nail or 8d (2
<br />1/2"x0.131")deformed nail
<br />6
<br />12
<br />Other wall sheathing
<br />34
<br />1/2" structural cellulosic
<br />fiberboard sheathing
<br />1/2" galvanized roofing nail. 7/16" crown or 1" crown staple
<br />16 ga. 1 1 /4" long
<br />3
<br />6
<br />35
<br />25/32" structural cellulosic
<br />fiberboard sheathing
<br />1 3/4" galvanized roofing nail. 7/16" crown or 1" crown staple
<br />16 ga. 1 1/2" long
<br />3
<br />6
<br />36
<br />112" gypsum sheathing d
<br />1 112" galvanized roofing nail : staple galvanized, 1 1/2" long; 1
<br />5/8" screws. Type W or S
<br />7
<br />7
<br />37
<br />5/8" gypsum sheathing d
<br />1 3/4" galvanized roofing nail ; staple galvanized, 1 5/8" long; 1
<br />5/8 screws. Type W or S
<br />7
<br />7
<br />Wood structural panels, combination subfloor underlayment to framing
<br />38
<br />3/4" and less
<br />6d deformed (2"x0.120") nail or 8d
<br />common (21/2"x 0.131") nail
<br />6
<br />12
<br />39
<br />7/811- 1 „
<br />8d deformed (2 1 /2"x0.131 ") nail or 8d
<br />deformed (2 1/2"x 0.120") nail
<br />6
<br />12
<br />40
<br />1 1/8"- 1"
<br />10d common (3"x0.148") nail or 8d
<br />deformed (2 1/2"x 0.120") nail
<br />6
<br />12
<br />TS (INCHES)
<br />AFAV
<br />4
<br />VILDERS INC
<br />core nierciat* multifamily R residenticit
<br />,-.THIS DESIGN AND DRAWINGS, ARE
<br />HT PROTECTED AND ARE
<br />TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC,
<br />THEY SHALL BE
<br />NO USED, MODIFIED DUPLICATED IN
<br />ASSIGNED TO A THIRD PARTY WITHOUT
<br />THE WRITTEN AUTHORIZATION
<br />OF J&C BUILDERS INC.
<br />CONSULTANTS
<br />OWNER
<br />Juan Silva
<br />949-232-3265
<br />CONTACT PERSON
<br />Jose Zambrano
<br />1117 SANTA FE AVE. #100
<br />LONG BEACH CA 90813
<br />MOBILE: 562 522 3549
<br />EMAIL: info@jchomebuilders.net
<br />DESIGNER
<br />J&C BUILDERS INC
<br />1117 SANTA FE AVE. #100
<br />LONG BEACH CA 90813
<br />MOBILE: 562 522 3549
<br />EMAIL: info@jchomebuilders.net
<br />T-24
<br />No. Description Date
<br />APPROVAL STAMP
<br />Convert 360 ft2 garage
<br />+ 150 ft2 Add for a total
<br />of 510 ft2 A D U
<br />909 S Pacific Ave,
<br />Santa Ana, CA 92703
<br />UNDATION & FRAMING
<br />PLAN
<br />Project number 0001
<br />Date 02-13-2025
<br />Drawn by J&C Builders
<br />Checked by
<br />02-S-01
<br />ANCE
<br />
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