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SEE SHEARWALL SCHEDULE
<br />SHEET 5-0 FOR ANCHORAGE
<br />FLOOR SHEATHING
<br />PER PLAN
<br />S,N.
<br />E,
<br />S,S,T A-35
<br />m 12"/16" O,G,
<br />PER SWS
<br />40
<br />� a
<br />U
<br />"4 VERT, 9 16" O.C.
<br />D
<br />o;
<br />IN CASE STEM
<br />°
<br />IS OVER 18"
<br />o
<br />ALT. BEND 6 MIN,
<br />°01
<br />D
<br />�
<br />a
<br />a
<br />°
<br />o
<br />D
<br />z
<br />o
<br />a
<br />op-
<br />2- (•5) NORIZ" REBAR—
<br />CONT. TOP AND BOT,
<br />12"
<br />MIN,
<br />PER
<br />PLAN
<br />2X SOLID BLOCKING
<br />SHEAR PANEL WHERE OCCURS
<br />SEE SHEAR WALLS CHEDULE SHEET 5-1
<br />SOLE PLT, W/16d • 5" O"C"
<br />PER SWS
<br />2X RIM BOARD W/ 3-Sd a 16" O.C.
<br />TO MUD SILL
<br />P,T, MUD SILL W/ 5/8" DIA, X 12" A,B
<br />EMS. MIN" 9" 6 32"/46" O.C. MIN" $ PER SWS
<br />12" FROM ENDS, 2 MIN" PER PLATE
<br />W/ 3"X3"XO,229" PLATE WASHERS
<br />MAINTAIN MINIMUM 4" FROM
<br />2 WEEP SCREED TO F.G.
<br />2" TO PAVED SURFACE
<br />SLOPE FIN, GRADE AWAY
<br />z FROM BLDG MIN 291.
<br />• 1 • v
<br />F,J" PER PLANS
<br />3" MIN, LAP AT
<br />JOIST SPLICE W/3-IC6d
<br />FLOOR SHEATHING PER PLANS
<br />5"8,T A-35 m 16" O.C.
<br />4X GIRDER PER PLAN
<br />S,S,T PC POST CAP
<br />U
<br />4x4 F.T. POST
<br />@
<br />OR TIE AT GIRDER SPLICES
<br />PER PLAN
<br />"
<br />3 MIN,
<br />Q
<br />3" MIN,
<br />S.S.T CBSQ POST BASE
<br />LU
<br />�
<br />z
<br />c,
<br />F
<br />D
<br />POURED CONCRETE PIER
<br />cp
<br />FAIIIII,,G,
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<br />o
<br />IFT
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<br />� G > D
<br />D
<br />� z"
<br />0
<br />0
<br />ot
<br />7
<br />TOP PLATE
<br />HDR PER PLAN
<br />STRAP PER PLAN
<br />4x BLOCKING BETWEEN STUDS
<br />POST PER PLAN
<br />SPS EDGE NAILING ALONG
<br />PREFAB. MANUF, ROOF TRUSSES
<br />INSTALL PER MANUF, SPECS/DETAILS
<br />2X FULL HEIGHT HORRICANE
<br />BLK'G (TIGHT FIT) TIES 16"
<br />W/ 3-5d TOENAILS
<br />TO TOP PLT,
<br />TOE -NAIL TRUSS TO
<br />TOP PLT, B,N,
<br />0 0 0
<br />0 0
<br />ROOF SHEATHING o o TRUSS BOT,
<br />0 0 o CHORD
<br />E,N,
<br />PER SWS S,S,T A35/LTP4 is
<br />POSTS, TOP AND BOTTOM 2x FASCIA --c-_ EA, BLK'G
<br />PLATES, AND 4x BLOCKING BD" PER SWS
<br />SF NOT SHOWN
<br />HOLD DOWN -- SEE PLANS
<br />SILL PLATE
<br />TYPIGAL NORIZ. TIE AT OPENING
<br />•
<br />TOP PLATE LAPS SHALL BE NAILED WITH
<br />A MIN" OF 8-16d TOTAL ON EACH SIDE OF THE SPLICE
<br />•
<br />16d NAILS STAG"
<br />m 16" O,G, (TYP,)
<br />2-16d g LAPS
<br />INTERSECTIONS
<br />48" MIN, LAP)
<br />4-16d NAILS 1@ LAP SPLICE
<br />(EA, SIDE OF SPLICE
<br />TOTAL 8-16d NAILS
<br />1S TYPICAL SPLICE PLATE DETAIL
<br />M
<br />GENERAL NOTES:
<br />\ 2x DBL. PLATE OR
<br />\ BEAM PER PLAN"
<br />1/8" STUCCO CEMENT —
<br />1@ EAVE WHEN PROJECTING
<br />WITHIN 5' OF PROPERTY LINE
<br />4 IN FIRE ZONE
<br />SHEAR WALL PANEL 2x STUDS WALL 16" O,G.
<br />PER PLAN
<br />WHERE OCCURS
<br />13 TYPICAL ROOF EAVE DETAIL
<br />SEE PLAN FOR PLYWOOD THICKNESS
<br />4ND NAILING
<br />MIN, SIZE OF PLYWOOD SHEET = 2'-O"x4'-O"
<br />LONG DIMENSION OF PLYWOOD SHALL
<br />RUN ACROSS JOISTS OR RAFTERS
<br />NAIL EDGE DISTANCE = -6" MIN AND
<br />SHALL NOT BE THROUGH OUTER PLY
<br />CONTINUOUS PANEL EDGES SHALL
<br />=GEIVE BOUNDARY NAILING (B,N,)
<br />FLAT SLKG, WHEN
<br />=IRED IN PLAN
<br />STS OR RAFTERS
<br />U"O"N"
<br />(2)-05 HORIZ. REBA Q AT, BOTTOM EA,WAY ,GONG, PAD
<br />PER PLAN �+ TYP ICAL DIAPHRAGM
<br />IAHaASHT'G
<br />FOR FLOOR JOIST SIZE 4
<br />SPACING SEE PLAN
<br />(E,N,)EDGE NAILING ;; , - STAGGER
<br />JOINT
<br />r.'
<br />(B.N.)BOUNDARY NAILING LI I , -1 FACE OF
<br />GRAIN
<br />Ili' 'I �I' II III' I III
<br />11, i II I II
<br />(F,N")FIELD NAILING STR
<br />4'-0" x 8'-O" TYP.
<br />.I.
<br />palI
<br />PLYWOOD SHEATHING
<br />FOR THICKNESS 4 NAILING
<br />SEE PLAN
<br />PLYWOOD SHEATH,
<br />(MIN, DIM. OF ANY
<br />-
<br />EDGE OF PLYWD,
<br />SHT, = 2')
<br />„ ,,,
<br />„;
<br />JOINT TO BE -C
<br />OF JOIST OR SLKG
<br />i it IJ IJ . II
<br />� --- --- - -
<br />i it II li
<br />-- --- --- -
<br />I/2" MIN, EDGE �
<br />DISTANCE-TYP"
<br />1/2" MIN" EDGE DIST. TYP"
<br />SCHEDULE
<br />NAILING
<br />LOCATION
<br />COMMON
<br />NAILS
<br />PLYWOOD
<br />GDX/OSB
<br />STRUCTURAL
<br />INDEX
<br />ROOF
<br />8d 6:12
<br />15/32
<br />24/0
<br />FLOOR
<br />IOd 6 6:10
<br />IS/32 T4G
<br />32/16
<br />2x4 FLAT BLOCKING BETWEEN
<br />JOISTS TOE NAIL 2-10d EACH
<br />END. ALL EDGES TO BE BLOCKED,
<br />SECTION A -A
<br />NOTE: AT FLAT BLOCKING
<br />I, ALL PLYWOOD SHOULD BE APA RATED. (SEE GENERAL NOTES)
<br />2, LEAVE A 1/8" SPACE 6 ALL END AND EDGE JOINTS
<br />TO ALLOW FOR PANEL EXPANSION
<br />3, MINIMUM PANEL DIMENSION IS 2'-0",
<br />4, USE FULL SIZE PANELS WHERE POSSIBLE"
<br />5, FOR ITEMS NOT SHOWN, SEE FRAMING PLAN,
<br />20 TYPIC:AL ROOF/FLOOR DIAPHRAGM l�o
<br />SIMPSON STC CLIP
<br />EVERY TRUSS
<br />TRUSS BOT, CHORD
<br />(N) 1/4" GAP
<br />(N) 2X PLATE
<br />(N) 2X m 16" O"C"
<br />NON -BEARING PARTITION
<br />(N) 2X SOLE PLATE W/ 16d
<br />COMMON NAIL -0 16" O"C_
<br />TO DBL 2x12 BLK'G BELOW
<br />(E) FLOOR 5HT'G
<br />4 (N) F,J,
<br />PREFAB" MANUF, ROOF TRUSSES
<br />INSTALL PER MANUF, SPECS/DETAILS
<br />2x4 OUTRIGGERS LET IN
<br />THROUGH WALL 2X SOLID BLK/G
<br />AT MAX, 24" O,C, m 4'-0" W/ A-35/LTP4
<br />TO TOP PLT,
<br />IX6 T4G
<br />STARTER BD6,7 RAFTERS PER PLAN
<br />ROOF SHEATHING
<br />41-
<br />/ / • •
<br />/ /
<br />/ 2X4 DIAGONAL BRACE g 4'-0"
<br />WHEN WALL STUDS ARE NOT
<br />CONTINUOUS"
<br />/ TRUSS SOT, CHORD
<br />B"N"
<br />1/8" STUCCO CEMENT —�
<br />6 EAVE WHEN PROJECTING
<br />WITHIN 5' OF PROPERTY LINE
<br />4 IN FIRE ZONE
<br />GABLE -END TRUSS
<br />LTP4 PER SWS
<br />DBL. TOP PLT E,N,
<br />SHEAR PANEL
<br />PER PLAN
<br />3ta,,� If
<br />90 tl'PIGAL GIRDER HANGER
<br />N
<br />SIMPSON Cs1-146
<br />IGG- ESR 2616
<br />2X6 a 16" STUDS
<br />TYPICAL RAKE DETAIL
<br />2X SOLID BLK'G W/
<br />SIMPSON STC CLIP
<br />(N)2X PLATE
<br />(N) 2X o 16" O,C,
<br />NON -BEARING PARTITION
<br />(N) 2X SOLE PLATE W/ 16d
<br />COMMON NAIL 0 16" O,C_
<br />TO DBL 2xI2 BLK'G BELOW
<br />(E) FLOOR SHT'G
<br />4 (N) F,J,
<br />ROOFING 4 UNDERLAYMENT 2X R.R" R-13 MIN. BATT
<br />PER PLAN PER PLAN INSULATION
<br />PER PLAN
<br />RADIANT BARRIER TYP, ivi
<br />BELOW THE NEW ROOF DECK
<br />AND AT ALL NEW GABLE ENDS
<br />LAMINATED DIRECTLY
<br />TO THE UNDERSIDE
<br />OF THE ROOF SHEATHING
<br />BY THE MANUF, 2X C,J,
<br />WITH EMITTANCE VALUE S 0,05 PER PLAN
<br />R-38 MIN. BATT
<br />INSULATION I LAYER GYP BD,
<br />PER PLAN
<br />,ATTIC A68EM5LY �
<br />METAL LATH OVER 2-LAYERS
<br />OF GRADE 'D' PAPER OR EQUAL
<br />1/8" EXTERIOR
<br />WOOD STRUCTURAL SHEAR STUCCO CEMENT
<br />PANEL WHERE OCCURS
<br />. — . — — .
<br />MIN" 2X4 STUDS
<br />m 16" O,C, PER PLAN
<br />R-1'3 MIN, BATT
<br />INSULATION I LAYER OF 1/2" GYP BD,
<br />PER PLAN (5/0" TYPE "X" WHEN
<br />I-HR FIRE ASSEMBLY
<br />IS CALLED ON PLANS)
<br />EXT, WALL A66EM5LY
<br />E0
<br />2x STUDS
<br />@ 16" O. C
<br />2x F.J.
<br />PER PLAN
<br />FLOOR SHTG
<br />PER PLAN
<br />PE
<br />2x BLK'G
<br />4" MIN 1
<br />"
<br />1 I
<br />X P.T.
<br />SILL
<br />X P.T. SILL
<br />-
<br />OPEN
<br />Sli
<br />CON,C:'STEM.
<br />-CRAWLSPAZE`'
<br />'ACCESS
<br />(1)—#4 AT OPENING ® EACH FACE
<br />TOTAL
<br />2 PER OPENING
<br />2X STUD FRAMING
<br />I
<br />II
<br />2 LAYERS GRADE I'D"
<br />INTERIOR FINISH BUILDING PAPER
<br />I
<br />P,T, SILL PLATE W/ A,S"
<br />BATT INSULATION
<br />(RlS) IN 2X WALL
<br />RIS IN 2X6 WALL EXTERIOR FINISH
<br />I
<br />I
<br />NO. 26 GALVANIZED SHEET GAGE
<br />STUCCO WEEP SCREED W/ 3,5" FLANGE
<br />4" ABOVE F,G, OR 2" ABOVE PAVED
<br />I AREAS MIN, TYP"
<br />t7�
<br />I
<br />FOUNDATION
<br />z -ZWo
<br />37 0
<br />v N PAVED AREA
<br />NEW 4x POST `� 1
<br />PER PLAN
<br />SHEAR PANEL PER PLAN
<br />WHERE OCCURS
<br />SIMPSON HD i
<br />4 ANCHOR
<br />PER PLAN
<br />4 TABLE BELOW
<br />P.T. SILL PLATE
<br />EXTENSION
<br />COUPLER
<br />(N) CONT. FTG"
<br />v° a/6 a 6 'o . a G o. 416 o o
<br />PER PLAN
<br />p D > D D D D
<br /><7
<br />yi a a
<br />z
<br />o G6'o G'o /6'o 4'o
<br />v
<br />a
<br />.
<br />a a o o a a
<br />(L
<br />HOLDOWN
<br />ANCHOR
<br />MIN" EDGE
<br />MIN, EMBD"
<br />BEARING PLATE
<br />SIMPSON MODEL
<br />DIA,
<br />DIST,
<br />DEPTH
<br />RRO 25293
<br />HDU2
<br />SSTBI6
<br />2 5/5"
<br />12 �a"
<br />3" X 3" X 0.229"
<br />HDU4
<br />5/S
<br />2 5/8
<br />16 �a"
<br />3" X 3" X 0,229"
<br />8STB20
<br />HDUS
<br />5/S"
<br />2 5/5"
<br />20 !ya°
<br />3" X 3" X 0"229"
<br />65TB24
<br />MIN.
<br />30 DIA,
<br />30 DIA,
<br />1'-6" MIN
<br />31
<br />TYP. BARS z
<br />& BOTTOM o
<br />lX
<br />z
<br />TY?. CORNER AT TYP. FOOTING TYP. CORNER AT
<br />FIELD BENT BARS INTERSECTION PRE -BENT BARS
<br />W
<br />P L A N V I E W
<br />Q
<br />REIFORC. AT FTC. INTERSECTION 10
<br />I ' II0
<br />CITY OF SANTA ANA
<br />in_ nina and Buildina A ency
<br />AD(flITI(ft
<br />ra
<br />�UP
<br />RMIT IkSUANC
<br />AOOO
<br />OMIT UmBSKY
<br />5139 6anan PD. 133
<br />Acou2a thus, <A 91301
<br />TES: (818) 674-6034
<br />Fax: (888) 201-7711
<br />La.aa<uirEcr @ cnau.<on
<br />Residential
<br />Commerc(al
<br />New Construction
<br />Remodeling
<br />Additions
<br />Energy Title-24
<br />ff W
<br />OL
<br />G�asED AqAMIT
<br />�y�r�
<br />v
<br />* No. C•30 •
<br />REN
<br />NA,9 `t
<br />OF ��p0
<br />Thursday, November 6, 202
<br />SCALE AS SHOWN
<br />DRAWN
<br />JOS
<br />SHEET
<br />9§o2
<br />E
<br />
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