L 4 Cone. Slab over - Autocad Details Perp. to waIl- ... Slab over Min. 4" (3/4" crushed Rock Base...
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Transcript of L 4 Cone. Slab over - Autocad Details Perp. to waIl- ... Slab over Min. 4" (3/4" crushed Rock Base...
See Framing
(~)
mpson CC Column Cap
Wood Beam--
//
/
/
~
<:/
• •• \ •
~- - -
~\- --
~- - -
~] Si- --
/\V
Wood Post--See RoofFraming Plan
Wood Post--See RoofFraming Plan
/V#
>< • •• •- - - - - c-
~- --
~- --
:S - --
~- --
~V
/\V
Wood Beam--See Framing
Simpson CC Column Cap
(~)
Beam Connection At Wood Post
Samples from
www.AutoCADDetails.net
Beam Perp. to waIl-Simpson Strap asRequired--See FramingPlan (Anchor perMFG Spec's)
Beam--See Framing
r-P1an
OBL. 2"x Top PlateCont.
2"x Wood Studs at16"O.C.
Simpson ST22 orCS16 X 24" LongStrap centered overconnection.
•
• Beam Para!. To WallSimpson ST22 orCS16 x 24" Long strap
~----at each side of Beam
to Post Centered overconnection.
OBL. 2"x Top PlateCont.
2x Wood Studs at16" O.C. •
•
/
Beam--See Framing~-+--Plan
<::
BOL.2"x King Stud atGarage, Patio locations,and at openings 5'-0"or latger & (3) KingStuds at openings 8'-0"or greater and whereSpecified on floor andlor framing plan ----------'--'----------'
, Solid (or Build-Up), ~~-----"-_-'-----___" ~~ WOOd Post--See
Framing Plan
BeamlWall Post Connection
Samples from
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\ 4" Cone. Slab overL Min. 4" (3/4" crushedRock Base course oncompacted rough ground.
2x Pressure Treatedr--__Wd plated & Anchor
Bolted per Details
2x Wood Studs at 16"~---O.C.
Simpson H2.5 at Bottomof alternate studs(H2.5 not required atplywood shear panellocations)
Caulk under soleplates, Typ. at Ext.walls. only.
1/2" Expansion JointI <\
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<\'7 '7
'7
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'J'J '7 <\ '7
<\ '7
'7'7
FTG. at Post--See <\<\
Foundation Plan For ILocations, size & i ~
'7 <\'7 'J'7 'J
reinforcing. 'J <\<\
18" Min. BelowEngineer CertifiedCompacted Soil orUndisturbed soil.
= l::("I) .-
"--- 2-No. 4 Cont. Bars
16"
Bearing at Stepped Slab
Samples from
www.AutoCADDetails.net
" \
\
!
//
/
Simpson MST27 StrapT WI (5) 16d @ each
Cantilevered Beam
Iemember
I>K\ IX" I
I i
~II~I> I /
'V~< • •1\I~• • ~F=>
~
/: - --
~+- - - -
--~
- -- P /+- - - -~
1/ •
-2 /•
\ •-- •V \ •
~\ •'-----
" /-c- _ L-
/\\/
Wood Beam--See Framing
Wood Post--See RoofFraming Plan
Simpson HUSC210W/Max. Nailing
Simpson CC Column Cap
Samples from
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FireplaceFlue
Top Chord ofTruss
2"x4" ChimneyFraming
Chirnney Din1ensions____----1nterior 27 1/2" Sq.
Exterior 27 1/2" x 60"
PLAN
3/8" Plywood_______--Sheathing
As Required
(3) 16d at each CornerMin.
------ . •------------------------ •------------ Top Chord of Truss
• 2"x4" Vertical Framing at------ - each Corner nailed to• • • • , ~
• • Top and Bottom Chord------
of Truss W/(3)16d
Bottom Chord of Truss~--
CHIMNEY BRACE
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181 x18" SQ. GRATE
DRAIN DETAIL
Samples from
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2x 6 WD. Studs @ 16" O.C.with 3/8" O.S.8. sheathing
See Ext. Elevations forWall Finish.
Simpson H2.5 @ bottomof alternate studs.(H2.5 not required atplywood shear panellocations).
Weep screen W/3 1/2"attachment f1al1ge
c::~
Finish Grade ~
Undisturbed
2x pressure treatedwood plate W/1/2"Min. 4'-0" O.C. with 5/16"x2"
~---washersembed 7" Min. Min.
2 bolts per piece & 12" Maxfrom each end.
~_Caulk under Plate
Co...
4" Conc. Slab overMin. 4" (3/4") crushed
-Rock Base course oncompacted rough ground.
'-----_1/2" expansion Joint
2-N04 Cont. BarsTop & Bottom
I 1'4" I
-t~U.N.O.--------cl--No.4 Vert. Bars @ 48"O.C. & at all corners Typ.
Exterior Footing at 6" Wall
Samples from
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__1/2" expansion Joint
4" Cone. Slab overMin. 4" (3/4") crushed
-Rock Base course oncompacted rough ground.
Caulk under Plater---
2x pressure treatedwood plate W/1/2"Min. 4'-0" a.c. with 5/16"x2"
r-----washers embed 7" Min. Min.
2 bolts per piece & 12" Maxfrom each end.
•
Co......
2x 6 WD. Studs @ 16" a.c.with 3/8" a.S.B. sheathing
Simpson H2.5 @ bottomof alternate studs.(H2.5 not required atplywood shear panellocations).
See Ext. Elevations forWall Finish.
2-No4 Cont. BarsTop & Bottom
NO.4 Vert. Bars @ 48"a.c. & at all corners Typ.
Exterior Footing at PatioSlab
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Wood Post--See Roof~---Framil1g Plan for size.
4" Cone. Slab overMin. 4" (3/4") crushedRock Base course oncompacted rough ground.
1/2" expansion Joint'------
Caulk under Plate,--
~"
'1 <1
" ~
'1~"
•" <1
<1'1
;;:'"
<1
• <1 "iJ •'1
j 1'4"U.N.O.
Undisturbed
Finish Grade
Co......
Simpson H2.5 @ post &1/2" dia. A.B.(embed. 7" Min.) orRedhead anchor(Embed 5" Min) within12" of Post at each sideor Simpson PAHD42Strap cast into stem postlocation.
Exterior Wall Post
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2x Vented Blocking W. Bd@ 6" O.C. at RoofSheathing to BlockingW/2-16d per block.
Simpson H2.5 @ eachTruss To Plate
Simpson H2.5 @Alternate Studs Typical
Pre-FAB Wood Trusses-Pitch, Type, and,------_spacing per framing plans-install per truss
MFG instructions.
~__ROOFING
ROOF SHEATHING andnailing per G.S.N. to be
r---
applied full length of top cord.
FLASHING
Custom Rafter Tail--LagBolt to prefab WoodTrusses
FALSE RAFTER TAILS
Samples from
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& N1
12DTO
ETE
... FIXTURE TYPE N
]
'¥~ ~,- -, 2 ,--,
"/ ~~" 'J I I
I<Q- - I I - -
- SQUARE CONCRI I BLOCK\ \
'" ~ - -
~~ - - cl
C\I
\_1" PVC, 2-#10, 1- #'Q
10" O.C. +~ -r GROUND, EXTENPANEL
"
REBAR@
GRADE
~
FLOOD LIGHT BASE DETAIL
Samples from
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~ Wall Beyond
4" Cone. Salb overMin. 4" (3/4") crushed
~--Rock Base course on
compacted rough ground.
~
~
~
~
~ 'JI '1
II ~II
~ 1'1I 'J
II
~
Completely caulk andseal at threshold as
rreQUired.
/
~
II
r-+-----=-~-----,---'JSJ--------,," ~:--4--_~1
"
>
Varies--See FoundationPlan
Finish W/1/2" TooledEdge.
----+-------+--::-/ Co .
2- No.4 Cont. BarsTop & Bottom
-+- 1'6"
No.4 Vert Bars at 48"a.c. & at all corners. Typ.
Footing at Depressed Stem
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c~
Finish Grade ~
NO.4 Vert. Bars @ 48"a.c. & at all corners Typ.
4" Cone. Slab overMin. 4" (3/4") crushedRock Base course oncompacted rough ground.
Provide 1/2" toolededage at interior of stem
'-----_1/2" expansion Joint
2x pressure treatedwood plate W11/2"Min. 4'-0" a.c. with 5/16"x2"
'----washers embed 7" Min. Min.
2 bolts per piece & 12" Maxfrom each end.
Varies
•
~
'1~'1
• s~
'1
1'4"U.N.O.
t
Undisturbed
2-N04 Cont. BarsTop & Bottom
Co......
2x 6 WD. Studs @ 16" a.c.with 3/8" a.S.B. sheathing
See Ext. Elevations forWall Finish.
Simpson H2.5 @ bottomof alternate studs.(H2.5 not required atplywood shear panellocations).
Weep screen W/3 1/2"attachment f1al1ge
Footing at Sunken Slab
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#4 Vert Dowels at eachCorner as shown with#3 Ties at 12" O.C.
4" Concrete Slabwhere occurs
__1/2" expansion Joint
ro
'1'1
'17 ~\~
I 2x4 Blocking @ 48" O.C.
I
I
I Stucco System OverI 2x WD Studs WeepI ~Screen 2" Min. Above
I~ Slab
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I k--....,......~If---~~--~...ll,I./J-----=iI
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Slab Beyond ------I-~
2x pressure treatedplate Wlmin 4-1/2" Dia.A.B. (! each side)
Simpson H2.5 t Top &Bottom of Alt. Studs;(4) H2.5 at Post whereoccurs (at Top &Bottom)(H2.5 not req'd if col.has plywood sheathing
18" Min. BelowEngineer CertifiedCompacted Soil orUndisturbed soil.
See Plan
3"
Framed Box Column
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2x Wood Ledger W/3-16dat each stud
Saw-cut 2"x12" for curvedFraming--where occurs
Roof sheathing andnailing to be applied full lengthof rafters
~
~
~-?c=;-------'-----V' j I
Simpson H2.5 eachRafter & Simpson A35
---opposite side when
no ceiling joist occurs.
Simpson Harig;;~~:e/Roof Framing for size.
• ••
_/
Roof Rafters--SeeFraming plan for sizeand spacing.
2x Blocking WI (3)16dToenail into top plate
Simpson H2.5 each studto DBL. Plate
2x Studs at 16" D.C.
Framing at Bay Window
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2x Blocking for Brace
(4) 10d Nails into 2xBlocking
Pre-Fab Trusses andRoof Sheathing perFraming Plans (2)16d at each end of
2x Blocking
3/8" D.S.B Sheathing
16d Nails at 12" D.C.Toenailed to plate
•
Simpson A 5 at 2"x4"Brace to 2"x4" Flat
2x Blocking as long as'-------Dia. Brace at 48" D.C.
11 -
A~--1 .L x
-- ~
=
2"x4" Dia. BracingStarting at Truss Depthof 24" and continuingat 48" D.C.
Gable End Truss
2"x4" Look-out LaidFlat at 48" D.C.
(3) 16d Nails at ends
End wall configurationto match Gable EndTruss Bottom Chord
2"x4" Truss Tie x 72" Laid'---Flat at Every Brace at 48" D.C.
, (3)16d--Typ.
Gable End Truss Bracing
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Roof Sheathing andNailing to be applied full lengthof Top Chord
Pre-Fab Girder Truss
8d at 6" O.C. _____
// /
/ // /
/ // /
/ /
/ //
(4) Simpson H2.5 Trussto Top plate or Beam
• II •• • I I· •
I II'Scissor Truss--Where
~-Occurs
DBL. 2x Top Plate Continuous~--over wood post, where occurs
Post or Beam--See'---------Framing Plan
Girder Truss at Plate Beam
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NEUTRAL
HOT. ~,/ .GROUND
RECEPTACLE GROUNDING--~LUG SCREW
o
CONDUIT ----+
OUTLET BOX
___- GROUNDING CONDUCTOR (GREEN)
/ TAPPED HOLE IN BOX
'------ GROUNDING SCREW-#10 32 X 3/8"SLOTIED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)
~--WIRE NUT (TYPICAL)
NOTE:GROUNDING CONDUCTORSHALL BE CONTINUOUS SOTHAT REMOVAL OF DEVICEWILL NOT INTERFERE WITHCONDUCTOR CONTINUITY.
GROUNDED RECEPTACLE INSTALLATION
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NEUTRAL
HOT-\
GROUNDING CONDUCTOR~(GREEN)
TAPPED HOLE IN BOX
~ GROUNDING SCREW-#1032 X 3/8"SLOTTED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)
WIRE NUT (TYPICAL)CONDUIT ------
RECEPTACLE GROUNDING-~LUG SCREW
NOTE:GROUNDING CONDUCTORSHALL BE CONTINUOUS SOTHAT REMOVAL OF DEVICEWILL NOT INTERFERE WITHCONDUCTOR CONTINUITY.
GROUNDED RECEPTACLE INSTALLATION
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1/2" Plywood SheathingSee Nailing Schedule
Nailing 8d 6" a.c.
Nailing 8d 6" a.c.
16d Nails at 8" a.c.
2-30d Nails at Plate toeach wood stud
Nailing: 8d at 6" a.c.to each stud.
2-Layers 1/4" PlywoodExterior Typ.
,~ Pre-Fab Wood Trusses at~ ~24"a.c.
Simpson A35 at each Truss(3) 3/4" THK. Plywood Plate
~ 2x Wood Studs at 8" a.c.
_____----Simpson H2.5 Each Stud T&8
(4) 3/4" THK. Plywood Plate~-----W/2-40d Nails at each stud
HEADER at RADIUS WALL
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4" Concrete Slab on Min.4" (3/4") Crushed Rock
~-Base course on termitetreated soil.
(4) Simpson H2.5 @~--Post to Plate
q~ 'J
'J
'J q
~~ q
q
~
qq 'J
~ q~
q q ~
q'J
'J
"~ ~
I Solid (or Built-Up) WD.I ~Post--See Framing Plan
/V 2x Cont. Plate WI"HILTI"/ I Pins DN-72 @ Max 36"
I a.c. WI 1-1/8" EmbedmentI or Approved W equal. Min.
2-Pins per piece & 6" Max.I from each end. TYP.
I
1<. I
JI
I
~ ..I
I
I
I •
/I
'J
'J ~q
q ~
C.J. q
Engine~
q
r Certified 'J
Campa ted Sailor'J q
undisturbed soil.q ~
q
= c('f) .-~
For Interior FreestandingPost Locations--Use SimpsonAB (Size per Post) WI 1/2"Dia. "Redhead AnchorEmbeded 5" Min.
Finishes--See Spec's.
-"l"""
Rebar per Foundation Plan3"
Min.
Interior Bearing Post
Samples from
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Finishes--See Spec's.,U.N.O
Control Joint--Whereoccurs (Stagger pins atC.J. conditions) see foundationPlan for location.
o C.J.
2x wood studs at 16"~--O.C.
2x Cant. Plate W/"HILTI"pins DN-72 at Max 36"
~__O.C. W/1-1/8" embedment orapproved equal. Min 2-Pins perpiece & 6" Max. from each end.
c::~
Co-'.....
dz:::J
Engineer certifiedcompacted soil orundisturbed soil
4" Concrete Slab on Min.4" (3/4") Crushed Rock
'---Base course on termitetreated soil.
3"
2--#4 Cont. Rebar
~------,"-------3"/ t ~ 1'-4" -------+----;f-
--~ U.N.O.
Interior Bearing Wall
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See Shear Wall Schedulefor Shear Wall Type,Nailing, etc.
4" Conc. Slab overMin. 4" (3/4") crushedRock Base course oncompacted rough ground.
4'
8'
<\ '] /~1\<\ '1 ']
']']
'1 / I <\
<\'1 <\ I \
/ I
<\']"--V" J_\ <\']
']
<\
12"
See Shear Wall Schedulefor Anchorage
Interior Partition--Shear Wall
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NEUTRAL
HOT-- ~--GROUND
NOTE:GROUNDING CONDUCTORSHALL BE CONTINUOUS SOTHAT REMOVAL OF DEVICEWILL NOT INTERFERE WITHCONDUCTOR CONTINUITY.
~ GROUNDING SCREW-#10 32 X 3/8"SLOTTED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)
'------ WIRE NUT (TYPICAL)
,///~TAPPED HOLE IN BOX
~ ISOLATED GROUND--"'-'\ ~"---i'-
OUTLET BOX
~===§Es===~rGROUNDING CONDUCTOR (GREEN)
SELF-GROUNDINGCLIP ON YOKE(MUST BE MAINTAINED)
CONDUIT-~
ISOLATED GROUND-~SCREW
STRIP INSULATION --------c==_"
AND LOOP BARE J---T--
CONDUCTOR AROUNDINSULATION SCREWWITHOUT CUTTINGCONDUCTOR
ISOLATED GROUND RECEPTACLE INSTALLATION
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HOT--
NEUTRAL
r-----GROUND
SELF-GROUNDING -------_CLIP ON YOKE(MUST BE MAINTAINED)
ISOLATED ----~GROUND SCREW
STRIP INSULATION ---------c=~AND LOOP BARECONDUCTOR AROUNDINSULATION SCREWWITHOUT CUTTINGCONDUCTOR
IG
NrzJ
o
ISOLATED GROUND
OUTLET BOX
/////- GROUNDING CONDUCTOR (GREEN)
TAPPED HOLE IN BOX
GROUNDING SCREW-#10 32 X 3/8"SLOTTED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)
CONDUIT---~'------- WIRE NUT (TYPICAL)
NOTE:GROUNDING CONDUCTORSHALL BE CONTINUOUS SOTHAT REMOVAL OF DEVICEWILL NOT INTERFERE WITHCONDUCTOR CONTINUITY.
ISOLATED GROUND RECEPTACLE INSTALLATION
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JOIST
Wall stud ____
Bottom Plate-~
Rim Joist •
Sill ------'
Masonary Foundation
Exterior sheathing.----
Siding
Flashing is tuckedunderneath siding andbent over top edge ofledger board.
Decking board
Lag screws extend intohouse framing members
____--Ledger
Deck Joist
,__Joist Hanger
Remove siding to expose sheathingfor attaching ledger
LEDGER CONNECTION TO WOOD-FRAMED WALL
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(1) No.4 Bar Horiz.Grouted Solid in 8"Cont. Bond Beam
8" C.M.U. Screen WallSee Ext ElevationsFor Type and Finish
Existing Grade
, .. ' '
"0. "~:
(1) No.4 Bar Verticalat 48" O.C.--Grout Solid
Horiz. Joints Reinf. at32"O.C.
Grout all cells belowgrade solid
, ~V :
, '."
~__(2) No.4 Bar Horizonal. T&B
4" Hooks--Typical WIAlternate Bends As shown.
4" I 8"
1'4"
I 4"
Masonry Screen Wall
Samples from
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Roof Sheathing
2"x6" Over-FramingRafters at 24" O.C.
(2) 16d Toe-nailedat Base into TopChord of Truss.
Top Chord of Truss
Roof Sheathing
Min. (2)16d Nails Face
~Nailed per Kicker~----I
2"x4" Kicker at 48" O.C.(Max.) each way
Cont. Ropof Sheathingper Spec's. ProvideAccessible openings(Blocked at Edges)
jthrough sheathingfor cross ventilationand access whererequired.
SIDE VIEW
2"x Cont. Ridge Board
FRONT VIEW
Min. (2) 16d FaceNailed per Kicker
----I-----I\I~-'----
2"x 6" Over-FraminngRafters at 24" O.C.
NOTE: Over-Framing with rafters spans of 8'-0" or lessDo not require 2"x4" Kickers.
Over-Framing Detail
2"x4" Kicker at 48" O.C.(Max.) each way
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Roof Sheathing ~
2"x10" Valley Plate WI2"x6" Rafters or 2"x12" V.P.W/2"x8" & Larger Rafters
(3) 16d Toenail Rafter toCont. Plate
8d at 6" a.c.----
(2) 16d at Intersection ofValley Plate & Truss Below
Cont. Roof Sheathing
Roof Trusses at 24" a.c.
Overframing / Valley
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Double 2x Wood Plate
3/8" a.S.B. Backing 6"
Top of Parapet
~/////~Above Plywood Edge
( • /\,.~ (See Plan)
~ ~
Edge Nailing at 2"x6" Nailer-----
~
><2x Wood Studs at 16" a.c.
~ 1/2" Plywood Sheathing
~Co2"x6 Solid Bolcking .x
~C\I
~~~~
~ ~
) \1/ t;J~X~ ~XSimpson A35 W/Leg / ? / ~
Bent Horizonal Nailed ~.
to Plywood at each stud
~C\I
~
('III Top of Plate )X~ X IX,.V 74See Framing Plan & Sections
V ><Simpson A35 Wlleg
/Bent Horizontal Nailedto Plywood at each stud.
X I XNail per schedule ~ ~..~ ~ .J I
2"x4" Sofit Framing at 24" a.c. /Parallel Trusses at Patio
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Roof Sheathing andNailing be be applied Full lengthof Top Chord
Tile Roof--See ExteriorElevations
10d Nails at 8" D.C.
2"x4" R.S. WD. Fascia
2"x4" Framing at 24" D.C.
Patio Beam at Box Soffit
1"x6" T&G Decking on R.S.Wood Beams
~~Simpson H2.5 at each
Truss to Plate
Wood Beam--See Roof~------FramingPlan for Size
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Caulk Under Plate
4" Cone. Slab overMin. 4" (3/4") crushed
L----Rock Base course on
compacted rough ground.
1/2" expansionL-----Joint
26 Ga. GI. Flashing W/3/1/2" Vert Flange
2x Wood Studs @ 16"------a.c.
" '1 ""
'1 "'1
'l'1
'l Z§j
'l 41, "" 6"'1
See Foundation Plan
(
I
I
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" '1
"'1 "'1
" 'l'l
'l '1
'1'$
'1
" "" II
'1 l'l'1'1 'l
r '1 "l'l
'Q""
'1
'1 " "'l " '1 II '1
'1
"~"'1
,,'1
5" 3"
- - - - 'J
Undistrubed
Skopped StuccoFinish 1/2"/Ft.
PressureTreated
2"x4" WD. Framingat 24" a.c.
Cont. SiliconeSealent
1
1" " '1
" '1
'l"
'1'1 "" II '100 '1
'1
)~~
"" "Finish Grade " 'l ~.J'l '1
'1
2- NO.4 Cont. Bars
Potshelf Detail
Samples from
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/~- 4 #3, 1 #8 GND, 1"C
~ 3 #3. 1 #8 GND., 1-1/4"C.
METER BASE
o-
"M""A"
100Al3 PHASE
DISCONNECT
COORDINATE UNDER GROUNDSERVICE WITH LOCAL UTILITY \
4 #500MCM, 1-1/0 GND, 3-1/2" C -----'/
~2/0GND
POWER RISER DIAGRAM
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CD _uio 0co CD- a.a. en.~ l/lU. -...
CDI ~CD ::Jen 0
~~I ~!... co~ :2
~ I
o,(\')
>
Pre-Fab Metal"a" Clearance
~---
Fireplace
Hearth (Non
/combustable)
IX ;>c-
f-
IX
2"x Blocking BetweenTrusses, Typ.
Fire StoplDraft Stop
NOTE:Fireplace to beGas OnIy
Header--SeeFraming Plan
-
J~ \'------
--
x
x>
Galv. Metal Firestop W/nailingFlange suppliedBy MFG.
8' Long 2"x4" Braceat each corner
Pre-Fab Met. Flue
2"x Wood Studs at16"0.C.
Finish Floor
Metal Flue ToplSpark Arrestor Galv. Metal Top Edge
" /'------and Drip Flashing(~
r " I Caulking--Typ. atL II I :~L~---+-I------Joint.. ~/: :~. I
I I
I I
I I
I I2"x Backing _
~ R I I
~"6 "6 I I
";t~A I I
XL~-t 1/
/1/ : ~----- I I
I I
I I
I I
I I
~I~- I I _I~;\I;\*----------
I I DBL. 2"X False
~v~1 I ~~-------Header1,-1,1--hll T
,---'-j--+-L-----'---1J
lop of Chimney shallbe 2'-0" above anyRoof within a 10'-0"Radius of Flue and3'-0" above highestpoint at chimneylocation.
DBL 2:x4" Top Plate
w6[II<Cw51zwwen,,enw0::
~
~Concrete Slab
Pre-Fab Fireplace
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1IIIIIIIIIIIIIIIl111c I
111==111==1 I ,-
FINISHED GRADE
z~-
N'V
t------------j-\---~L-
----------tJ
TAMPED SOIL ----"
CONDUIT SUPPORT (TYP.)-~
~4nL41Ll411/1 l J 4-11/2,:1 '- ) /1
""------ SECONDARY SERVICE CONDUIT TO SERVICEENTRANCE IN MAIN ELELCTRICAL ROOM. SHALLBE FURNISHED AND INSTALLED BY ELECTRICALCONTRACTOR. SEE POWER DISTRIBUTION DIAGRAMFOR SIZE.
'-------- ONE SPARE CONDUIT(IF INDICATED ON POWERDISTRIBUTION DIAGRAM).
SECONDARY ELECTRICAL SERVICE CONDUITS SECTION
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•• •
ad Nails at 6" C.C.
Simpson H2.5 at each'---------Truss to DBL Plate
2x Wood Studs at 16" C.C.
Shear Panel Between Trusses
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Sheathing and NailingPer Code requirement
8d Nails at 6" D.C.~---
DSL. 2x Top Plate Cont.Typical
Roof Trusses--See~----Roof Framing Plan
2"x12" Max.,----
1~+----t---:7I
9" Max. 1
-+-+"'--------~
/1
16d Nails at 4" D.c.
istaggered
~------'--~-r-------",'r=l
_/
16d Nails at 4" D.C.
/Sheath one side ofTruss over shear wallwith Min. 3/8" A.P.A.rated SHT'G W/8d nailsat 4" D.C. at all Websand chords, or DesignTruss for Horiz. forceshown in structural calcs.
2x Studs at 16" D.C.
Shear Wall Per PlanSee Shear Wall Schedule
Shear Transfer
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(2) 2"x6" Stud Column.----+---+---+------at each end
1/2" Dai. A.B. W/Min.2" Dai. Washer
#4 Strap Tie W/Hooks(Min. 4") at Bottom ends
Stem--See Foundation-----Plan for size
Simpson HPAHD22
~
I" " I'1
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~ "" "
" ~ "I'! II "
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4"
4"
Strap Tie
Section
~__Concrete Stem Below
(2) 2"x6" Stud Column~--at each end
Simpson HPAHD22
Plan 3/8" Plywood W/8d'-----at 6" a.c.
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Shower Receptors Bult Directly On Ground Shall:(A) Be Constructed of Approved Type Dense, Non-
Abosrbent and Non-corrosive.(B) Be Adquately Reinforced.(C) Be Water Tight.(D) Be provided with an approved flanged floor drain
made of cast iron, brass or other approved materialdesigned to make watertight joint in floor.
(E) Have smooth, impervious and durable surfaces.(F) Have curbs extending at least (3) inches above
the finished threshold before any woodsuperstructure mat be added.
Drain
Min Slope 1/4" Per Ft.Max. Slope 1/2" Per Ft.
_Reinforcing Steel
Stem at Stower
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Plywood Roof WI8d at 6" O.C.
3/8" Wood Panel W/2"x4"(Flat) Frame W/8d at
;-6" O.~. Typ. Every other
/ opening.
o o
01 01
1 1OPEN 1 OPEN 1
I 101 0
1
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Bouble Top Plate ---" Roof Trusses shall be supported Laterallyat points of Bearing by solid Blocking to
16d at 6" O.C. ShearPanel to Top Plate
STUBBED TRUSS DETAIL
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2"x6" StudSee PlanFor wall Composition
Simpson LSTA18- Blocking to Blocking
2x Blocking ,
(4)16d @ 2' O.C.TJI to Top Plate
2"x8" Plate ~
8" ConcreteWall
2X BlockingFor 2 Bays
~-----
@8"O.C.
TJI JoistSee Plan
~-
For Size
TJI Joist Parallel
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2"x6" StudSee PlanFor wall Composition
SimpsonA342 EachJoist
2"x8" Plate---~
Web Stiffener By T~IM
/-EaChSide
TJI JoistSee PlanFor Size
"S]'J
<\~ Simpson H2.5'1
8" Concrete <\ @ Each JoistWall
<\ 'J'l'i
<\
<\
'i'i
TJI Joist Perpendicular
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Scissors Truss-Where'--------Occurs
Pre-Fab Wood Trusses-Type, Pitch and SpacingPer Framing Plans-Install Per MFG instructions
Simpson H2.5 at each'----Truss to Plate
Cont. Wood Beam--Roof'--------Framing Plan
Truss at Cant. Wood Beam
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OBL 2x Top Plate 3/8" a.S.B. Backing, Typ.,----
Roof Sheathing andNailing Per G.S.N'S. ToBe Applied Full Lengthof Top Chord
8d at 6" a.c.,---
/--~ ~~-~~f==d========4
3/8" a.S.B. Sheathing
Verify Truss Member atParapet for Size andShape
8d at 6' a.c. ~ "--__(3) 16d P r Bay
• •Top of Plate •
See Framing Plan / SectiorlS
•• •
Pre- Fab Wood Trusses
Simpson RSP4 or H2.5at alternate Studs toCont. Plate
Simpson H2.5 at eachTruss to OBL WO. Plate'-------
as shown.
2x Studs at 16" a.c.
Truss at Exterior Wall
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Roof Sheathing andNailing Per G.S.N's. ToBe applied full lengthof Top Chord
Pre-FAB Wood Trusses-Type, Pitch and SpacingPer Framing PIan--Install Per Truss MFG'sInstructions.
2x Wood Studs at 16" O.C.
•
Truss at Interior Wall
Scissor Truss--Where'--Occurs
Simpson H2.5 at each'--------Truss to Plate
Simpson H2.5 at AlternateStuds, Typ.
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Roof Sheathing andNailing Per G.S.N's toBe applied full lengthof top chord
8d at 6" D.C.-----~
Pre-Fab Wood TrussesType, Pitch and Spacingper Framing Plans-Install per Truss MFGInstructions
See Ext. ElevationsFor Wrapped FasciaDetail
8d at 6" D.C.-----~
Scissor Truss--WhereOccurs
Simpson H2.5 at each'---Truss to Plate
(3) 16d Per Block3/8" O.S.B. Sheathing at each2x stud at 15" o.c.
Simpson H2.5 at eachStud
~_2X Solid Blocking
Cont. Wood Beam--SeeRoof Framing Plan
Pre-Fab Wood Truss
TRUSS BEARING at BEAM
Simpson Hanger--See"'-------Framing Plan For Type
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Double 2x Wood Plate
Top of Parapet
(See Plan)
3/8" a.S.B. Backing 6"~---Above Plywood Edge
r--_Edge Nailing at 2"x6" Nailer
2x Wood Studs at 16" a.c.
2"x6 Solid Bolcking
Roof Sheathing andnailing to be applied full lengthof top chord
Top of Plate
See Framing Plan & Sections
_/Simpson H2.5 at each Stud
Pre-Fab Wood TrussesL--__
2"x Solid Blocking
2"x Studs at 16" a.c.
2"x4" Bridgihg at 24" a.c., WI Simpson A34 each
side, each end
Truss Parallel to Wall
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3/8" a.S.B. Sheathing
Extended Truss Ends(2"x6" Member) Typ.
Edge Nailing at 2"6" Nailer~--8d at 6" a.c.
2"x4" Soffit Framing at 24" a.c. ~
1/2" Plywood Sheathing on ~Front side of Beam -------~
2"x6" Solid Blocking
8d at 6" a.c.
Solid Blocking at TrussBearings
Top of Plate
See Framing Plan & Sections
Truss Fabricator to provideFull Support at Cantilever
1/2" Plywood Sheathingwith all edges Blocked
Simpson HUS28Hanger
Truss To Beam (Cantilever)
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OBL 2x Top Plate
Top of Parapet
See Elevations
Extended Truss Ends
2"x6" Soild Blocking
~ Edge Nailing at 2"x Nailer
_---3/8" O.S.B. Backing
Nail BLKG. Together WI-----3-16d
8d at 6" O.C.------
3/8" O.S.B. at Upper LevelFraming as shown
Simpson H2.5 each sideto Beam
3-16d to Beam per Block
Top of Plate
See Framing Plan I Sections
Nailing as per nailingschedule
2"x6" Cont. Plate(s) whereoccurs Wlsmaller Beams
Cont. WO. Beam--SeeFraming Plan
_/
Truss to Beam
1/2" Plywood Sheathing--
\ __Pre-Fab Wood Trusses
'----__1/2" Gyp. BO. Fire Stop
2"x Wood Framing at 24'"------O.C.
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Pre-Fab Wood Trusses--TypePitch and spacing per FramingPlans--Install Per MFG Instructions
ad at 6" a.c. atBoundry Edge Nailingat Roof Sheathing
Pre-Fab Girder Truss orGLU-LAM Beam
Simpson THA29 Hanger
/
/
Roof Sheathing andNailing to be applied full lengthof Top Chord.
Scissor Truss--Whereoccurs
2x Blocking W/3-16d
Truss To Grider/Beam
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Roof Sheathing andNailing per Local codeto be applied full lengthof Top Chord
Pre-Fab Wood Trusses-Type, Pitch and SpacingPer Framing Plan--InstallPer MFG Instructions
Simpson LU24 Hangeror Equal--See Framing Plan
/1/
/ I
I
Pre-Fab Girder Truss'----- or GLU-LAM Beam
(See Framing Plan)
Truss To Grider/Beam
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Edge nailing per NailingSchedule
1/2" Plywood Sheathing
...
• ••
Simpson H2.5 each Trussas shown
3/8" O.S.B. Blockingas shown
21 x4" Blocking each truss
Simpson H2.5 Each TrussAs Shown
•• •
v
\,__pre-Fab Wood Trusses
8d at 6" D.C.'--
Trusses To Interior Wall
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1/2" Expansion JointTypical
4" Concrete SlabOver 4" ABC Fill
~t---__(1) No.4 Bar Horiz.
Turndown at Garage Door
<1 'J'J
'J <1
0 <1
-I 'J'J
T"""<1
'J'J'J
('t)<1
10"
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~_Double Top Plate
Wood Stud--SeeFloor Plan
CS20" x 24" Long or ST22or Larger at Header to
'------Trimmer connection atGarage door openings Only.
16d Toenails each side'------ each end
I
I
I (3) 16d Nails as shown
I
I
I
I Run (2) King Studs UpI Past Header as shownI for openings of 5'-0" or~greater & (3) King Studs
I for openings of 8'-0" or greater.
I
I
I
I
I
~I
I I
I I+-11--+-+1
I I
I
I
I
I
(1) Trimmer Under WoodHeaders, Typ.
Wood Header--SeeFraming Plan for Size
16d at 12" O.C. Staggered
Typical Header
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Sheathing and NailingPer Code Requirement
Pre-Fab Roof TrussesSee Framing Plan forSize & spacing
2"x4" Flat as Required'-------_(6'-0" O.C. Max.) W/(2)
16d each end.
Simpson DTC Clip atTop Plate to each 2"x4"Flat. Install Nails into 2"x 4"Flat W/1/4" Gap (Do notSink) to allow for TrussDeflection
Typical Non-Shear, Non-BearingParallel Wall Connection
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Sheathing and Nailingper code requirement
Pre-FAB Roof TrussesSee Framing Plan forSize and Spacing
Bottom Chord atScissor Truss
1/2" Min. Gap increaseas required to accomudateTruss Deflection
Non-Bearing Interior Wall
Typical Non-ShearNon-Bearing Perpendicular WallConnection
Simpson DTC Clip atTop Plate To Truss asRequired (6'-0", Max).Install nails into TrussW/1/4" Gap (Do not sink)To allow for TrussDeflection
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Tooled Edges--typical
Tooled Edges--Typical
1/2" Expansion Joint
Typical
--+--- 6" ----+-
4" Concrete SlabOver 4" ABC Fill
4" Concrete Slab-Over 4" ABC Fill
co
6"--+--
($)Typical Slab Turndown
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Wood -See Framing Plan
Simpson MST Strap WI Min.'---4-16d per End
3-2"x 6" as shown W/Simpson'--H3 at each Stud
Cont. Wood Beam--See~-Roof Framing Plan For Size
\v ~
11
1..--'i
~ 1-
< \(: 1/ <>
°DI 0
1 ~o 0
1 0
I 0
0 0
0 0
00
1\ v-
~v
1/ ~~ ~
Simpson MST Strap W/Min.4-16d Per End
VIGA BEARING at WALL
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Tile Roof--See Roof Plan
Rigid Foam Fascia
co-T"""
8"----+--- ----+ I
Stucco System On MetalLath Over 1" Rigid Foam
WRAPPED FASCIA
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