HomeMy WebLinkAbout4870 Boettcher_SD-1 Rev #3SHEAR TRANSFER N.T.S.
EN
1
3
6
7
1.8d @ 6" o.c.
2.ROOF SHEATHING PER
PLAN
3.OUTLOOKER PER PLAN
4.SOLID ROOF FRAMING
PER PLAN
5.RAFTER PER PLAN
6.INTERIOR FINISH PER
PLAN
7.WALL WITH EXTERIOR
FINISH PER PLAN
8.BLOCK EA. BAY, FASTEN
TO TOP PLATES W/ 16d @
6" o.c.
2
4 (530)892-1100PHONE:ENERGY ADA COMPLIANCECOMMERCIALRESIDENTIALSTRUCTURAL SUBMITTAL SET
SD-1
N.T.S.TOP PLATE PENETRATIONS
NOTES:
1.Notches & penetrations greater than 13 width of top plate are not allowed.
2.Max diameter of penetration to be 13 width of top plate.
3.All penetrations are required to be within middle 13 of top plate.
4.Minimum spacing between penetrations shall be 3-times the diameter of the largest
penetration.1/3 1/3 1/3 2
WALL / FOOTING REINFORCING
1.NOTE THESE DIMENSIONS
APPLY TO MASONRY OR
CONCRETE CONSTRUCTION
AND FOR SINGLE OR DOUBLE
CURTAIN
N.T.S.
AND/ORWALLS
FOOTINGSFOOTINGS
AND/ORWALLS
"LAP" - SEE REINFORCING STEEL GENERAL NOTES FOR REQUIRED. LAP
AND BENDS
BAR SIZE
#3 - #8
#14 - #18
#9 - #11
STANDARD BAR HOOKS
180°
MIN INSIDE
BEND ~ "D"
16GA MIN TIE WIRE
GENERAL NOTES FOR REQD LAP
"LAP" - SEE REINFORCING STEEL
TYPICAL STIRRUPS
6d
10d
8d
1 6
MIN INSIDE
BEND ~ "D"
4d
6d
#3 - #5
#6 - #8
BAR SIZE
AND TIES
90°135°90°
4d (2 1
2" MIN.)d12dD
TYP dD6d4" MIN
LAP
LAP LAP12"12"12"12"TOP PLATE SPLICE
MIN. LAP = 4'-0"
TYP.
1.DOUBLE TOP PLATE
ASSEMBLY PER PLAN
2.12-16d NAILS EACH SIDE OF
SPLICE
3.16d @ 16" O.C.
4.SPLICES TO OCCUR ONLY
OVER CENTERLINE OF STUD
5.STUDS PER PLAN
TYP.
TYP.
5
N.T.S.TYPICAL WOOD WALL FRAMING 3
1.MINIMUM SPACING PER
NOTE 4
4N.T.S.
N.T.S.8"MIN.10"3
4
6
1.SIMPSON TITEN HD SPACING
PER S.W. SCHED AND SN-1
FOR RETROFIT ANCHORS
2.HOLDOWN SIZE PER PLAN
3.POST OR DOUBLE STUD PER
PLAN. EDGE NAIL REQUIRED
INTO POST OR DOUBLE STUD
FROM SILL PLATE TO TOP
PLATE. ATTACH DOUBLE
STUDS TOGETHER FULL
HEIGHT WITH 2 ROWS 16d
SINKERS @ 12" o.c. (MIN. 16
NAILS TOTAL)
4.P.T. SILL PER PLAN
5.EXISTING CONCRETE
FOOTING
6.38"Ø THREADED ROD (ASTM
1554 GR 36) W/ 10"
EMBEDMENT. EPOXY
ANCHOR WITH SET 3G BY
SIMPSON. INSTALL PER MFG.
REQ'MTS. SPECIAL
INSPECTION DURING
INSTALLATION IS REQUIRED
AND WILL BE PROVIDED BY
STREAMLINE ENGINEERING.
PROVIDE 24 HR. NOTICE
PRIOR TO INSTALLATION.
7.PROVIDE COUPLING NUT AND
TRANSITION TO 5
8"Ø A.B. AS
REQ'D PER HOLDOWN
1
5
2
RETRO-FIT HOLDOWN 7
1.12-16d EA. SIDE OF SPLICE TYP.
2.SPLICE OVER STUD WHERE
OCCURS
3.2x KING STUD OR DBL 2x HOLD
DOWN STUDS PER PLAN
4.BLOCKING PER WALL
SCHEDULE WHERE OCCURS
5.STUDS @ 16" o.c. U.O.N.
6.SILL PLATE
7.STAGGER TOP PLATE SPLICES
4'0" MIN
8.DBL. TOP PLATES
9.16d @ 16" o.c. STAGGERED
10.E.N. PLYWOOD TO HEADER &
TO FULL-HEIGHT OF KING
POSTS, TYP.
11.DOUBLE 2x SILL
12.FRAMING WINDOWS
13.HEADER PER PLAN
14.2x TRIMMER U.O.N. ON PLAN
15.16d @ 12" o.c.
1
2
3
4
6
7
10
11
12
13
14
15
8
9
5
HOLDOWN @ SLAB AT SSTB34, SSTB28,& SSTB24 A.B.dc 5" MAX.3" MIN.8"MIN.Le1
4
5
30" WHERE OCCURS 32" MIN.1.POST OR DOUBLE STUD PER
PLAN. EDGE NAIL REQUIRED
INTO POST OR DOUBLE STUD
FROM SILL PLATE TO TOP
PLATE. ATTACH DOUBLE
STUDS TOGETHER FULL
HEIGHT WITH 2 ROWS 16d
SINKERS @ 12" o.c. (MIN. 16
NAILS TOTAL)
2.HOLDOWN TYPE PER PLAN
INSTALLED PER MFG.
3.ANCHOR BOLT SIZE AND
SPACING PER "SHEARWALL"
SCHEDULE.
4.2x OR 3x P.T. SILL PER PLAN
5.INSTALL SSTB WITH ARROW
ON TOP OF BOLT POINTING IN
THE DIRECTION REQUIRED BY
SIMPSON STRONG-TIE. Le
AND dc PER MFG.
6.REBAR TOP AND BOTTOM PER
PLAN
N.T.S.3"CLR.6
3 3
2 2571 CALIFORNIA PARK DRIVECHICO, CALIFORNIA 95928SUITE 210N.T.S.PLYWOOD ROOF SHEATHING
1.ROOF FRAMING, TYP.
2.BLOCKING @ WALL LINE, TYP.
3.ROOF SHEATHING PER
NOTES. STAGGER PLYWOOD
w/ FACE GRAIN
PERPENDICULAR TO FRAMING
NOTES:
1.All roof sheathing to be 1532" CDX, 5 ply min. Panel index 3216.
2.Use edge nailing of 8d @ 6"o.c. @ all panel edges, shear walls, ties, and blocking. Field
nail @ all interior bearings w/ 8d @ 12"o.c. on roofs.
3.Place panels continuous over two or more spans and provide 18" gap @ all panel edges.
4.Face plys are not to be broken by nail heads. The min edge distance for nails shall be 38"
in the plywood and the receiving member.
5.ICBO accepted & APA rated PERFORMANCE RATED SHEATHING panels may be
substituted for plywood. Panel thickness and span rating shall be equal to that noted on
these plans.
SHEAR TRANSFER AT EAVE
1
2
3
4
11
6
7
8
9
10
1.ROOF FRAMING PER PLAN
2.H2.5A EA. ROOF RAFTER
3.INTERIOR FINISH PER PLAN
4.WALL SHEATHING & EDGE
NAILING PER "SHEARWALL
SCHEDULE"
5.ROOF SHEATHING PER PLAN
6.8d @ 6" o.c.
7.EXTERIOR EAVE FRAMING &
FINISH PER PLAN
8.2x BLOCK w/ LS CLIP PER S.W.
SCHED (MIN. 24" O.C. ENTIRE
WALL LINE) PROVIDE
VENTILATION PER CODE
9.EDGE NAIL
10.EXTERIOR FINISH PER PLAN
WHERE OCCURS
11.3-SDS25300 EA. RAFTER TO
CEILING JOIST
N.T.S.
5
13 1 PLANS FORBOETTCHER RESIDENCE4387 KATHY LANECHICO, CALIFORNIA614
EN
8
STRUCTURAL SECTION N.T.S.
1.ROOFING PER ARCH (EXISTING
AND/OR NEW PER PLAN)
2.EXISTING ROOF SHEATHING
3.EXISTING ROOF FRAMING
4.VERIFY (E) COLLAR TIE, 1x6 @
4'-0" O.C MAX. PROVIDE NEW AS
REQ'D
5.RE-FRAME RAFTER KICKERS AND
PLATES IN-KIND AS REQ'D. 4'-0"
O.C. MAX
6.NEW ROOF SHEATHING PER PLAN
& SN-1
7.NEW ROOF FRAMING PER PLAN
8.EAVE DETAIL PER 13/SD-1
9.INTERIOR FINISH PER PLAN
10.NEW CEILING JOIST PER PLAN.
FASTEN TO ROOF RAFTERS TO
MATCH 13/SD-1
11.CS16 STRAP @ 4'-0" o.c., 16" MIN.
END LENGTH EA. CEILING JOIST
12.EXISTING / NEW BEAM PER PLAN
13.NEW BLOCKING EA. BAY
14.NEW CRIPPLE WALL, 2x4 14" MIN.
LENGTH @ 24" o.c.
15.NEW BUILT-UP BEAM PER PLAN.
SISTER MEMBERS PER PLAN
16.EXISTING CEILING RAFTER
17.LU SERIES HANGER OR EQUIV.
12
2
3
4
5
1
1
6
8
9
7
10
11
9
10
12
14
15
13
14
13
16
17
13
BEAM DETAIL N.T.S.
1.ROOFING PER PLAN
2.ROOF SHEATHING PER
PLAN & SD-1
3.ROOF FRAMING PER PLAN
4.BLOCKING EA. BAY
5.CRIPPLE WALL, 2x4 @ 24"
o.c.
6.INTERIOR FINISH PER
ARCH
7.NEW CEILING JOIST PER
PLAN
8.NEW BUIT-UP BEAM PER
PLAN, RECESSED. SISTER
MEMBERS W/ 3-SDS25300
@ 12" O.C.
9.CS16 STRAP @ 4'-0" O.C..
PROVIDE 16" END LENGTH
EA. CEILING JOIST
10.EXISTING ROOF RAFTER,
HANG TO NEW BEAM W/
THA SERIES HANGER,
PROVIDE LENGTH TO
WRAP OVER TOP OF
BEAM
11.EXISTING CEILING JOIST.
HANG TO NEW BEAM W/
LU SERIES OR EQUIV
15
1
6
7
8
10
11
2
3
4
5
9
3" CLR.PER PLAN
1
SPREAD FOOTING N.T.S.
1.POST PER PLAN
2.SIMPSON PBS POST BASE
FOR STAND-ALONE POSTS.
SILL PLATE FOR IN-WALL
POSTS
3.OPTIONAL CONSTRUCTION
JOINT ROUGH, CLEAN, WET
4.CONCRETE SLAB, BASE, AND
REINFORCEMENT PER PLAN
5.UNDISTURBED SOIL
6.REINFORCING PER "FOOTING
SCHEDULE"
7.EXISTING SLAB TO REMAIN
8.#3 DOWEL, 6" EMBED. MIN. 2
PER SIDE OF (N) FOOTING
2
3
4
5
6SEE FOOTINGSCHEDULE8N.T.S.FOOTING DETAIL
12"
4
1 1
2
1.CONCRETE SLAB AND BASE
PER PLAN
2.REINFORCEMENT WHERE
OCCURS CENTERED IN SLAB
3.#4 CONTINUOUS TOP &
BOTTOM
4.WALL PER PLAN
5.UNDISTURBED SOIL OR
ENGINEERED FILL. NOTE: FOR
EMBEDDING FOOTING INTO
ENGINEERED FILL, A
GEOTECHNICAL REPORT /
EVALUATION IS REQUIRED
PRIOR TO CONSTRUCTION
6.OPTIONAL CONSTRUCTION
JOINT
7.#3 VERTICAL w/ 18" LEG INTO
SLAB @ 18" O.C. TIED TO
REINF. IN SLAB SPACED @ 18"
O.C. (ONLY REQUIRED WHEN
CONSTRUCTION JOINT IS
USED)
8.#4 CONTINUOUS @ 12" O.C.
(MIN. 1 BAR AT FTG TOP AND
BOTTOM) WITH 20" MIN. LAP
AT ALL CORNERS
9.WALL SHEATHING PER S.W.
SCHED (WHERE APPLICABLE)
10.A.B. PER S.W. SCHED AND
SN-1
2
5
8
6
7
18" TYP.OR3'-0" PER PLANFOOTING DETAIL
1.WALL PER PLAN
2.INTERIOR FINISH PER PLAN
3.SHEATHING PER "SHEARWALL
SCHEDULE"
4.ANCHOR BOLT PER PLAN.
SEE "SHEARWALL SCHEDULE"
FOR SPACING OR NOTES ON
SN-1 FOR NON SHEARWALLS.
PROVIDE TITEN HD. OF EQUIV.
SIZE FOR EXISTING
CONDITIONS
5.SLAB AND BASE PER PLAN
6.REINFORCEMENT PER PLAN
WHERE OCCURS CENTERED
IN SLAB
7.UNDISTURBED SOIL OR
ENGINEERED FILL PER PLAN
8.#4 CONTINUOUS TOP AND
BOTTOM WITH 20" MIN. LAP AT
ALL CORNERS
9.DOWEL PER PLAN. EPOXY
BARS W/ SET-3G INSTALLED
PER MFR. REQ'MENTS
10.(E) FOUNDATION TO REMAIN
N.T.S.
12"3" CLR.5
6
1
2
4
3
9
EN
9
10
MATCH DEPTH7
8
9
10
7
8
10
FOOTING DETAIL N.T.S.
1.IN-WALL POST PER PLAN
2.INTERIOR FINISH PER PLAN
3.SHEATHING PER "SHEARWALL
SCHEDULE"
4.ANCHOR BOLT PER PLAN.
SEE "SHEARWALL SCHEDULE"
FOR SPACING OR NOTES ON
SN-1 FOR NON SHEARWALLS.
5.EXISTING SLAB TO REMAIN,
TYP.
6.SLAB POUR-BACK PER
BUILDER. IF TWO-POUR W/
FOOTING, PROVIDE REBAR
DOWEL FROM (N) SLAB INTO
(E) SLAB
7.LONGITUDINAL
REINFORCEMENT PER PLAN
8.4- #4 DOWELS W/ 6" EMBED
INTO (E) FOOTING
9.EXISTING FTG. VERIFY MIN.
12" WIDTH, TYP.
PER PLAN EXISTING
7
6" MAX.6
11 2-1/2"7
1 1-3/4" MINFROM EDGE9" MIN. FROM CORNER / END
6
1
PLAN
1
1
1
1
3
3
3