s1 mobile okc/okc t... · plate 9x3.5 x 3/8" a36 na scale: 3/4" = 1'-0" 11...

Dua

ne M

eyer

s AIA

A

rchi

tect

T M

obile

Okl

ahom

a Ci

ty, O

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Revisions

560

PR 2422

Unc

erta

in, T

X 75661

903.484.4040

drm

eyer

s@m

ac.c

om

Revisions

13 Mar 2015

0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3' 0 1' 2' 3'

RI

113'-4" bottom chord brg 2'-0

" tru

ss h

eel

arch ht. varies, refer Elevations

108'-0" blocking (typical)

113'-4" bottom chord brg 2'-0

" tru

ss h

eel

refer Architectural top of plate

116'-0" blocking

110'-2 1/2" bottom of GLB

108'-0" blocking max

arch ht. varies, refer Elevations



113'-1/4" bottom chord brg



113'-1/4" bottom chord brg

refer Architectural top of plate

5 1/2"

113'-4" bottom of steel

114'-7 1/4" truss brg

5 1/2"

113'-4" truss brg

108'-0" wd blocking

4 1/2"

108'-0" max.

110'-2 1/2"


truss span

per truss mfg per truss mfg per truss mfg per truss mfg

A B B B A

3"3"

3"3"

1 1/2"

wood roof truss A@ 24" o.c.

wood roof truss B@ 24" o.c.

wood roof truss B@ 24" o.c.

wood roof truss C@ 24" o.c.

01 scale: 3/4" = 1'-0"

06 scale: 3/4" = 1'-0" scale: NTSRoof Truss Notes & Bracing10

Load Bearing Framing Detail

SF

5/8" APA rated,exposure 1 plywoodsheathing on 2x6 studs@ 16" o.c.

5/8" APA rated,exposure 1 plywoodsheathing @ exteriorparapet

C8x8.5 channel boltedto studs @ 32" o.c. w/___________

P3 strut @ 1/3 points ofparapets, welded tochannel

cont. 2x6 dbl plate single slope wood truss@ 24" o.c.

wood truss roll blocking

Simpson H1 connection@ each truss

Simpson H35 @ eachparapet vertical to plateconnection, do not nailto wood truss

provide cont. 2x6 blocking @ mid-height between roof deck & sill plate,max. spacing 8'-0"(omit @ storefront condition)

GLB as scheduled with cont. 2x6blocking top & bottom

sgl plate kerfed @ arched conditiondbl plate @ flat condition

3/4" APA rated,exposure 1 plywoodunder parapet cap

2x6 blocking @ roofdeck elevation

SF



P3 strut refer S1.02-01

cont. 2x6 dbl plate

5/8" APA rated, exposure 1plywood sheathing @ roof deck

single slope wood truss@ 24" o.c.

wood truss roll blocking

Simpson H1 connection@ each truss

Simpson H35 @ eachparapet vertical to plateconnection, do not nailto wood truss

provide cont. 2x4/2x6 blocking @ mid-height between roof deck & sill plate, max.spacing 8'-0"(omit @ storefront condition)

dbl plate @ flat condition 2x4/2x6


2x6 blocking @ roofdeck elevation


line of finishrefer Architectural


02 scale: 3/4" = 1'-0"Load Bearing Framing @ Pilaster Detail 03 scale: 3/4" = 1'-0"

Non-Load Bearing Framing Detail

SF



C8x8.5 channel boltedto studs @ 32" o.c. w/___________

P3 strut @ 1/3 points ofparapets, welded tochannel

5/8" APA rated, exposure 1plywood sheathing @ interiorparapet



sgl plate kerfed @ arched conditiondbl plate @ flat condition


2x6 blocking @ roofdeck elevation w/Simpson HRS12connection @ 48" o.c.


04 scale: 3/4" = 1'-0"Sidewall Load Bearing Framing @ Pilaster Detail

cont. lateral truss bracing@ _____o.c.

cont. cross bracing @ first setof roof trusses @ 24" o.c.TYPICAL

cont. 2x4 ledger @ joist brgelevationrefer Structural

cont. 2x6 deck support, nail @each stud w/ 2 - 10d nails min.

2x6 studs cont. from sill plate(or header) to top of parapet onnon-load bearing conditions

SF







2x6 blocking @ roofdeck elevation w/Simpson HRS12connection @ 48" o.c.


cont. 2x4 ledger @ joist brgelevationrefer Structural

cont. lateral truss bracing@ _____o.c.

cont. cross bracing @ first setof roof trusses @ 24" o.c.TYPICAL

cont. 2x6 deck support, nail @each stud w/ 2 - 10d nails min.

2x6 studs cont. from sill plate(or header) to top of parapet onnon-load bearing conditions

05 scale: 3/4" = 1'-0"Truss Brg @ Steel Beam

steel column asscheduled


5/8" APA rated, exposure 1plywood sheathing @ roof deck

truss overlap

steel beam asscheduled& wood truss

cont. dbl 2x6 PI Shot tobeam flange @ 24" o.c.

Simpson A35 eachtruss to wood plateconnector, designedby Truss Mfg

deck slope1/4" per 12" slope

Truss Brg @ Demising Wall

5/8" APA rated, exposure 1plywood sheathing @ interiorparapettruss overlap


2x6 studs @ 16" o.c.

cont. 2x6 dbl plate

2x6 wood blocking

deck slopeas req'd slope

07 scale: 3/4" = 1'-0"GLB Brg @ Openings Elevation

3 - 2x6 stud brg under GLB

cont. 2x6 stud past GLB

2x6 blocking

2x6 studs @ 16" o.c. onplate on GLB

cont. 2x6 nailer under GLB

storefront opening

08 scale: 3/4" = 1'-0"GLB Brg @ Openings Section

3 - 2x6 stud brg under GLB

2x6 studs @ 16" o.c. onplate on GLB

cont. 2x6 nailer under GLB

storefront opening

GLB as scheduled(Grade 24F-V4-1.7E)

bottom of GLB

GLB as scheduled(Grade 24F-V4-1.7E)

01

SC

Simpson A35 eachtruss to wood plateconnector, designedby Truss Mfg

1/2" cap plate(typical) UNO

3 - 3/4" dia. A325 bolts

columnrefer Framing Plan

1/4 TYP.

1/4

scale: 3/4" = 1'-0"Typical Beam to Column Connection09

refer architectural Wall Sections for req'dblocking @ awnings

refer architectural Wall Sections for req'dblocking @ awnings


top chord cont. bracing

bottom chord cont. lateralbracing, spacing per trussengineer

web bracing repeated @each end of the bldg & at20' intervals max., orient 45degrees to trussNOTE:1. All exterior lumber shall be treated.2. All truss & bearing wall connections shall be done with SimpsonHurricane Ties or heavy girder tie downs or equal. Submittal required.3. Truss manufacturer to provide & design all hurricane & heavy girdertiedowns to comply with the reactions determined from given loadrequirements4. Connection details shall be provided with truss shop drawings5. Metal Plate connected wood trusses @ 24" o.c. applied pressures: DL Roof T.C. = 10 psf DL Roof B.C. = 10 psf LL Roof T.C. = 20 psf LL Roof B.C. = 10 psf Net Wind Uplift = 23 psf Interior Zone Snow Load = 10 psf! 33 psf End ZoneShop Drawings and Calculations shall be submitted & sealed by aProfessional Engineer registered in the State of Oklahoma

provide panel edge H Clips

5/8" APA rated, Exposure 1plywd sheathing

roof truss framing members

Typical Roof Shthg Nailing Pattern

Nailing Pattern Schedule:Wind Speed Mark Spacing Nail Type90 to 125 MPH A 6 inches 8d ring shank B 6 inches 8d ring shankRing Shank Minimum Dimensions0.113 inch nominal shank ring dia. of 0.012 over shank dia.16 to 20 rings per inch 0.28 inch full head dia.2 inch max. length

plate 9x3.5 x 3/8" A36

na

scale: 3/4" = 1'-0"Awning Connection Detail11

dbl 2x8 w/ 1/2" plywdshim, bolt w/ 1/4" x 6" lagscrews @ 16" c. to c.,galvanized

at GluLam bolt w/ 1/4" x 6"lag screws @ 16" c. to c.,galvanized

cont. 2x8 blocking

NOTE: alternate for 1/4" lagscrews can be Simpson StrongDrive SDS Heavy DutyConnector Screws. 1/4x6 ModelNo. SDS25600

Dua

ne M

eyer

s AIA

A

rchi

tect

Revisions

560

PR 2422

Unc

erta

in, T

X 75661

903.484.4040

drm

eyer

s@m

ac.c

om

Revisions

21 Nov 2014

Asp

en D

enta

lB

ryan

t, A

R

0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'

0 1' 2' 3'

1'-0

"2'

-0"

1 1/

2"

4"5"

typ.

1'-6"

1'-0

"1

1/2

Non

Shrin

k G

rout

6"

10"1 1/4"1 1/4"

10"

1 1/

4"1

1/4"

5 7/8" 5 1/2"

refer Foundation Plan

eq. eq.

1'-0

"2'

-0"

1 1/

2"

4"5"

1'-10"

9 7/8" 5 1/2"


eq. eq.

1'-0

"2'

-0"

4"5"

1'-6"

1'-6"


eq. eq.

5"8"

1'-6"

1'-0"

4"

30 x bar dia.

30 x bar dia.

bm width

1"

4"5"

1/4"

4"5"

bm w

idth30

x b

ar d

ia.

bm width

30 x

bar

dia

.

bm w

idth

3' min.

8'-0

" min

.

2'-0

"1

1/2"

1'-6"

5 7/8" 5 1/2"

3" c

lr

1.5" panel formed 3" earth formed

1 1/2" clr

Sche

d2'

-0"

1'-6"refer Footing Schedule

eq. eq.

3" c

lr

FFE

3" typ

.

1'2'


eq. eq.

8"

1'-0

"2'

-0"

2 - #5 bars cont. top& bottom

SF

REINF. EACH WAYMARKFooting Schedule

SIZEA 3'-0" x 3'-0" x 1'-0" 4 - #5's top & bottom each wayB 4'-0" x 4'-0" x 1'-0" 5 - #5's top & bottom each wayC 6 - #5's top & bottom each way5'-0" x 5'-0" x 1'-0"

Typical Grade Beam @ Footing01 scale: 3/4" = 1'-0"

Base Plate & Anchor Rod Details A36 Std Finishscale: NTS10

Anchor Rod Detail

ID

center column onbase plate

BASE PLATE @ HSS 3x3 ColumnsPlate 10" x 10" x 1/2"

4 - 3/4" dia. AnchorRods

1/2" dia. anchor bolt x 8" d.min. embed @ 32" o.c. max.,2 bolts per plate min, with 12"max. from end of plate

2x6 trtd plate set on sillplate sealant & wind strap@ 48" o.c.

slab reinforcing#3's @ 16" o.c. each way

#3 dowels @ 16" o.c. x 2'-0"refer Civil for flatworkelevation

#3 ties @ 18" o.c.

refer Footing Schedule forsize and reinforcing


SF

Typical Grade Beam @ Footing @ Pilaster02 scale: 3/4" = 1'-0"




#3 dowels @ 16" o.c. x 2'-0"refer Civil for flatworkelevation

#3 ties @ 18" o.c.


omit curb @ doors


Typical Interior Grade Beam @ Footing03 scale: 3/4" = 1'-0"


#3 ties @ 18" o.c.


#3 dowels @ 18" o.c.

#3 dowel @ 18" o.c. #3 dowel @ 18" o.c.alternate sides

5 - #__ bars cont.both ways bottom

Typical Interior Footing @ Steel Line04 scale: 3/4" = 1'-0"

3/4" dia. epoxy anchor x 8" d.min. embed 4 bolts per platemin

steel column asscheduled


8" d. blockout slab reinforcing#3's @ 16" o.c. each way

07 Typical Interior Blockoutscale: NTS

construction joint inmid-third of beam

scale: NTS

column centerlineand construction orcontrol joint

corner bars same size,location and number aslargest top bars, bottom barsand intermediate barsintersecting at the corner

top bars, bottom bars andintermediate barsre: detail for sizes andlocations

scale: NTS

1 - # 4

construction joint

min.base plate as scheduled

Typical Control Joint

10 mil vapor barrier

rebar continuous acrossjoint,

sawn control jointcontinuous

NOTE: saw cut slab within10 hours of slab pour

05

scale: NTS09

NATIVE SOIL as depicted in GeoTech Report

top bars, bottom bars andintermediate barsre: detail for sizes andlocations

Typical Beam Corner & Tee

11

all directions

over

exca

vatio

n&

repl

acem

ent

w/ S

elec

t Fill

Subgrade Preparation Profile

SELECT FILL as specified in GeoTech Report

GRANULAR FILL as specified in GeoTech Report

Overexcavate & Install Fill as per the requirements per theSpecifications outlined in the Geo-Tecnnical Report corner bars same size,

location and number as topbars, bottom bars andintermediate bars fromdiscontinuous beam

FFE 406' (confirm w/ Civil)


SF

Typical Grade Beam12 scale: 3/4" = 1'-0"




4" hooks bent 135 deg

#3 ties @ 18" o.c.

omit curb @ doors

#3 dowel @ 18" o.c.

4" cushion sand10 mil w.p. membrane

Note: Clearancesgiven are to stirrupsexisting sub grade to be

scarified to a min. of 12inches

4 - #5 bars vertical w/#3 ties

SC

Spread Footing Details14 scale: 3/4" = 1'-0"


cent

erlin

e of

Bea

m/F

ootin

g

grade beam

D 4 - #5's top & bottom each way3'-6" x 3'-6" x 1'-0"

#4 bar(4 req'd)

Note: At columns E2, D2, C2 useepoxy anchors per detail S1.01-04


#3 ties @ 18" o.c.

S1.01

S1.02

JEC

14193

JEC

Typewritten Text

03.16.2015

s1 mobile okc/okc t... · plate 9x3.5 x 3/8" a36 na scale: 3/4" = 1'-0" 11...

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