Attachment 01 - DRAWINGS Admin Building Roof.pdf

MISSOURI RIVER PROJECT OFFICE -

99th AND PERSHING DRIVE

OMAHA,NEBRASKA

U.S. ARMY CORPS OF ENGINEERS

OMAHA DISTRICT

GENERAL NOTES

1.

ABBREVIATION LIST

ABOVE FINISHED FLOOR

ACOUSTIC TILE CEILING

ADJACENT

AIR CONDITIONING

ALIGN

ALTERNATE

ALUMINUM

ANCHOR BOLT

ANGLE

APPROXIMATELY

ARCHITECT

ARCHITECT /ENGi NEER

AT

BASEMENT

BEAM

BEARING

BENCH MARK

BLOCKING

BOARD

BOTTOM

BOTTOM OF

BUILDING

CABINET

CARPET

CAST IRON

CEILING

CENTERLINE

CERAMIC TILE

CHANNEL

CIRCUIT

CLEAN OUT

CLEAR

CLOSET

COLUMN

COMPACTED

COMPRESSIBLE

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CORRIDOR

CORRUGATED

COUNTERSINK

CURB

DEAD LOAD

DETAIL

DIAMETER

DIMENSION

DISPENSER

DOOR

DOUBLE

DOWN

DOWNSPOUT

DRAWING

DRINKING FOUNTAIN

AFF

ATC

ADJ

A/C

AL

ALT

ALUM

AB

L

APPROX

ARCH

A/E

BSMT

BM

BRG

B'MARK

BLKG

BD

BOT

8.0.

BLDG

CAB

CPT

Cl

CEIL

CL

CT

CH

CKT

co

CLR

CLO

COL

COMP

COMPR

CONG

CMU

CONST

CONT

CONTR

CJ

CORR

CORRUG

CTSK

C

DL

DET

DIA

DIM

DISP

DR

DBL

DN

OS

DWG

DF

EACH

EACH FACE

EACH WAY

ELECTRICAL

ELECTRIC WATER COOLER

ELEVATION

ELEVATOR

ENGINEER

EQUAL

EQUIPMENT

EXHAUST FAN

EXISTING

EXPANSION

EXPANSION JOINT

EXTERIOR

EXTERIOR INSULATION FINISH SYSTEM

FIBER GLASS

FIELD VERIFY

FINISH

FIRE ALARM

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FLASHING

FLATHEAD

FLEXIBLE

FLOOR

FLOORING

FLOOR DRAIN

FLUORESCENT

FOOTING

FOUNDATION

FRAME

FURRING

GALVANIZED

GAUGE

GLASS

GLASS FIBER REINFORCED PANEL

GLAZING

GRANULAR

GUTTER

GYPSUM WALL BOARD

HARDWARE

HARDWOOD

HEIGHT

HIGH POINT

HANDICAPPED

HOLLOW METAL

HORIZONTAL

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

JOIST

LAVATORY

LIGHT

LIGHT WEIGHT

LIVE LOAD

LOW POINT

EA

EF

EW

ELEC

EWC

ELEV

ELEVR

ENGR

EQ

EQUIP

EF

EXIST

EXP

EJ

EXT

EIFS

FBGL

F.V.

FIN

FA

FE

FEC

FLASH'G

FH

FLEX

FLR

FLRG

FD

FLUOR

FTG

FNDN

FR

FUR

GALV

GA

GL

GFRP

GLZ

GRAN

GUT

GWB

HDWR

HDWD

HT

HP

HC

HM

HORIZ

ID

INSUL

INT

JT

JST

LAV

LT

LT WT

LL

LP

3.

4.

5.

ALL DIMENSIONS ARE ACTUAL & ARE TO FACE OF MASONRY, FACE OF GYPSUM

WALL BOARD, OUTSIDE FACE OF METAL FRAME, CENTERLINE OF COLUMN OR

CENTERLINE OF BEAM UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE FOR

BIDDING PURPOSES ONLY. ACTUAL FIELD DIMENSIONS SHALL BE VERIFIED PRIOR

TO SUBMITTAL OF SHOP DRAWINGS, ORDERING RELATED MATERIALS, &

PERFORMING DEMOLITION OR CONSTRUCTION WORK. ALL DIMENSIONS ALIGNING

WITH OR RELATED TO EXISTING CONDITIONS ARE TO BE LAID OUT PRIOR TO

COMMENCING WORK & VERIFIED.

ALL ANGLES ON PLAN ARE 45 DEGREES OR 90 DEGREES UNLESS NOTED

OTHERWISE.

ALL DEMOLITION WORK IS TO BE COORDINATED WITH NEW WORK. IF

UNDOCUMENTED CONDITIONS EXIST THAT ARE AFFECTED BY NOTED

DEMOLITION, CONTACT THE OWNER BEFORE PROCEEDING.

SEE MECHANICAL DRAWINGS FOR ALL ROOF PENETRATIONS WHICH MUST

BE FLASHED/ROOFED AROUND.

WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE

DOUBLE HEAD TRACK TO ALLOW SLIPPPAGE TO COMPENSATE FOR

DEFLECTION OF THE STRUCTURE ABOVE. SEE SPECIFICATION SECTION

0420 FOR REQUIREMENTS WHEN MASONRY WALLS EXTEND TO STRUCTURE

ABOVE. SEE REFLECTED CEILING PLANS FOR WALLS WHICH EXTEND TO

THE UNDERSIDE OF THE STRUCTURE ABOVE, FOR ROOMS W/ FIRE

RATINGS, & FOR LOCATIONS OF FIRE WALLS & SOUND WALLS.

MANHOLE

MANUFACTURER

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

MEDICINE CABINET

METAL

MINIMUM

MISCELLANEOUS

MOUNT

MULLION

NOT IN CONTRACT

NOT TO SCALE

NUMBER

ON CENTER

OPENING

OPPOSITE

ORIENTED STRAND BOARD

OUTSIDE AIR

OUTSIDE DIAMETER

PAINT

PANEL

PARTITION

PLASTER

PLASTIC LAMINATE

PLATE

PLYWOOD

POLISHED

POUND

PROPERTY

QUARRY TILE

RADIUS

RECESSED

REFERENCE

REFRIGERATOR

REGARDING

REINFORCE

REQUIRED

RETURN AIR

REVERSE

RISER

ROOF DRAIN

ROOM

ROUGH OPENING

ROUND

SCHEDULE

SECTION

SHEET

SHEET METAL

SHEET VINYL

SHEET VINYL BASE

SIMILAR

SLAB-ON-GRADE

SPECIFICATIONS

SQUARE

SQUARE FOOT

STAINLESS STEEL

MH

MFR

MO

MATL

MAX

MECH

MC

MET

MIN

MISC

MT

MUL

NIC

NTS

NO.

o.c.

OPNG

OPP

OSB

DA

OD

PT

PNL

PART

PLAS

PLAM

PL

PLYWD

POL

LB

PROP

QT

R

REC

REF

RE FRIG

RE:

REINF

REQ'D

RA

REV

RSR

RD

RM

RO

RND

SCHED

SECT

SHT

SM

sv

SVB

SIM

SOG

SPEC

SQ

SF

ST STL

STEEL

STORAGE

STRUCTURAL

SUPPLY AIR

SUSPENDED

TELEPHONE

TEMPERATURE

TERRAZZO

THICK

THRESHOLD

TOILET

TONGUE & GROOVE

TOP OF

TOP OF STEEL

TREAD

TREATED

TYPICAL

UNDER GROUND

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VINYL BASE

VINYL COMPOSITION TILE

VINYL WALL COVERING

WAINSCOT

WATER CLOSET

WATER HEATER

WEIGHT

WELDED WIRE FABRIC

WHERE OCCURING

WITH

WOOD

STL

STOR

STRUCT

SA

SUSP

TEL

TEMP

TERR

THK

THOLD

TLT

T&G T.O.

TOS

T

TRTD

TYP

UG

UNO

VERT

VEST

VB

VCT

vwc

WSCT

WC

WH

WT

WWF

w.o.

w

WO

INDEX OF DRAWINGS

CC-0 COVER SHEET

CIVIL SHEETS

C-1 TOPOGRAPHIC SURVEY

C-2 SITE REMOVAL PLAN

C-3 SITE GRADING PLAN

C-4 SITE PREPARATION PLAN

C-5 SITE LAYOUT PLAN

ARCHITECTURAL SHEETS

A-1 FLOOR PLAN

A-2 EXTERIOR BUILDING ELEVATIONS

A-3 BUILDING SECTIONS

A-4 SECTIONS AND DETAILS

A-5 SCHEDULES AND DETAILS

A-6 SECTIONS, DETAILS, AND REFLECTED CEILING PLAN

A-7 SECTIONS AND DETAILS

A-8 CASEWORK SECTIONS AND DETAILS

STRUCTURAL SHEETS

S-1 FOUNDATION AND ROOF FRAMING PLANS

S-2 STRUCTURAL DETAILS AND GENERAL NOTES

MECHANICAL SHEETS

M-4

SITE

UTILITIES

SANITARY SEWER

STORM SEWER

COMBINATION SEWER

WATER LINE

GAS LINE

FUEL LINE

VENT

REMOVE OR ABANDON

POWER POLE

W/DOWN GUY

W/STREET LIGHT

ELECTRICAL MANHOLE

TELEPHONE LINE

PROPERTY DATA

PROPERTY LINE

PROPOSED CORNER

BASE LINE

STREET CENTER LINE

CURB LINE

BENCH MARK

GRID COORDINATES

SECTION LINE

CONTOURS

EXIST. CONTOURS

SPOT ELEVATIONS

TOP OF PAVEMENT

TOP OF CURB

TOP OF WALL

DRAINAGE DITCH OR SWALE

TREES

TEST BORING

PAVEMENT & WALKS

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

DRAINAGE SLOPE FOR PAVEMENT

JOINTS FOR PAVEMENT OR WALKS

EXISTING

1,1.H. C.O.

- s --()-----0 cs r·

--C--

-----v-----

/Ill/II/II/ TTTT If TTT Tl u -- -)

0----0--

--'--t.>

---0-•---0--

B.IJ. #4 )( EL. 100

------98------

){ 98.06

• 98.08P

){ 98.0BC

)( 9l!_OBW

--------l>--------l>--------1>--------l>--------I>

+ 22·

+ HOLE NO.�

MATERIALS

SITE

CONCRETE

MASONRY

METALS

EARTH

GRAVEL OR

CRUSHED ROCK

SAND

BITUMINOUS PAVEMENT

POURED

CEMENT GYPSUM

PRE CAST

REINFORCEMENT

CONCRETE MASONRY

LIGHTWEIGHT CONC.

MASONRY

BRICK

COMPRESSIBLE OR

OR E.J. FILLER

CUT STONE

STEEL

(LARGE SCALE)

OTHER

(LARGE SCALE)

STRUCTURAL STEEL

(SMALL SCALE)

METAL STUD WALL

I I p-==c lCONTRACTION JT.

EXPANSION JT.

ADMIN. BUILDING

ELECTRICAL SHEETS

ES-1

E-1 E-2 E-3 E-4

�11i:::1 Iii]

D

o. " "· 0.

0, " ' • • o·_ • .,; p_o.

o· . o.. �-

EJ

ELECTRICAL SITE PLAN

LIGHTING PLAN

POWER AND SPECIAL SYSTEMS PLAN

ELECTRICAL SCHEDULES AND DETAILS

PANEL SCHEDULES INTERSTATE 680

DODGE PARK

PROJECT LOCATION

INTERSTATE 680

PERSHING DR

r--f-f- INTERSTATE 480

I

LOCATION MAP

NOTTO SCALE

WOOD

THERMAL &

MOISTURE

PROTECTION

GLAZING

FINISHES

DIMENSION LUMBER

FINISH WOOD

PLYWOOD

PARTICLE BOARD

WOOD STUD WALL

LAMINATED WOOD

ROOF OR RIGID

INSULATION

CAULKING OR SEALANT

BA TT OR LOOSE

INSULATION

FLASHING, DAMPROOFING

OR WATERPROOFING

GLASS

(LARGE SCALE)

GLASS

(SMALL SCALE)

GYP. BD. OR

PLASTER

IIIIill

E

E

OMAHA METRO

AREA

INTERSTATE 29

INTERSTATE 80

MISSOURI RIVER

REFERENCE

DETAIL NUMBER

cp SHEET TITLE WHERE DETAIL IS FOUND - - - ---�

WALL TYPE SYMBOL

COLUMN LINE

SECTION

DOOR NUMBER

ELEVATION

Wall Type�'>-_ Number Xy

-----0 °""'' ,omOo,�

Sheet �Wh:::x is found

Detail Number---

Sheet Title Where Detail is found

WINDOW NUMBER (EXTERIOR) 0

WINDOW NUMBER (INTERIOR) 0

CERAMIC OR QUARRY

TILE

TERRAZZO

ACOUSTICAL TILE

D [Ilil] D [IIlil]

ROOM NUMBER

FLAG NOTE

BF17

Flag Note� Number �

-,- 111 E> ��Hahn �

OR BOARD Architects Omaha, Nebraska

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BRICK PAYERS

CARPET

C 4 " 103-007

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GRAPHIC SCALE O�--��--��--� 1 /

refers to the.___/ scale in inches

DATE OF ORIGINAL ISSUE

refers to the the number of feet as dimensioned here (4 feet at the drawing scale)

(i.e. 1 / 4"= I' -0") 03.25.05

DATE OF RE-ISSUE

06.30.05

CC-0

2.

IN SOME INSTANCES, THERMAL & SOUND BATT INSULATION HAS BEEN

OMITTED FROM THE DETAILS FOR CLARITY. SEE SPECIFICATIONS, WALL

TYPES & REFLECTED CEILING PLANS FOR LOCATIONS REQUIRING

INSULATION.

IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY

CONSTRUCTION BE A FINISHED & COMPLETE PROJECT. CONTRACTOR

SHALL PATCH, REPAIR, & ADJUST AS REQUIRED TO ACHIEVE THIS

FINISHED PROJECT

6.

7.

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19' 1 11 28' 10 3/8"

6' 5 3/4" 8' I 3/4" 4' II 1/2" , 5' 0 1/2" 5'-9 3/4" . .

LI NE OF FUTURE - PATIO BY OTHERS

,' 5 \ ~(NIC) -

'.._A-3/ , '

-~ /A'\..

110'-4"

4'-11" l'-9 5/8"

25'-5 1/4" l'-9 5/8"

' I 4 \ \A-3, 1 l~r--r--- ENTIRE EAST HALL ( F CONF. ROOM 2x8 ST D

HALL FRAMIN6 SEE HALL

TYPE 2.5 SIM.

B'-0 11

36'-5 3/8"

B'-0 11 B'-0 11 5'-4 3/8"

0 I' I'

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A-1

LINE OF ROOF

OVERHAN6 ABOVE

II' O"

FLOOR PLAN

L------------------------------------~

38' O"

(ALL FURNITURE IS BY OTHERS (NI G)

OLI ____ 4~1 ___ ~8=1~--~1=211 I 4"

1.., 3'-1" , 3' l" , .

, .. 2 1-0 11

,... T-2 11

24'-4" I

I

110'-4"

SMALL

C::.ONF.

Ill

9'-8' x /

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I (.__ LINE OF ROOF

c OVERHAN6 ABOVE , l'-1 5/B" B'-0 11

B'-0 11 B'-0 11 5'-4 3/B"

, 31'-0"

(t

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lnht:IE, Kenneth Hahn Architects Omaha, Nebraska

103-007

DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

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Highlight

P-4

P-5 (TYP.)

P-4

ASPHALT

SHINGLES

(TYP.)

P-4

B.O. GHB CEIL.

ELEV. @ 109'-0"

FIBER CEMENT

BD. SIDING (TYP.)

PAINT P-5 (TYP.)

--=-,�---------�-=-=-:;::==:t,�Jt;li..�i...,,;;�������=±,i±t�-.1_.;;_;;;_J,_Jj_;;IJ,._.t;_t;_±_7,-;;;;_;;;;_aa_�:,1-1'--�,.IC.-"":-:;:±-"'"------_ILL,-;-_..a..i_1.._ ... _��7\'J-l;;_;;;_;;;_;;; _;;;!_ ;;;_ ;;;_ ;;;_;;;_::;i_�_;;;_;!_=_r_;!_;!;_;;_;;_!;_;;;_;;;_�;!;_!;;_ ;;;_ ;;;_�_;;_T_;;;_!;_;;; _;;;l..;;;:;;,...:::=��:

R

1 I BACKER ROD 1 1 1 1 P-6 P-6-===-----�

P-6

P-5 (TYP.)

OPEN P-4

no no no

IL

t----l(SIM.)

A-1

------------ --- ------- -- ---------i-----

P-5 (TYP.)

P-4

B.O. GNB CEIL

ELEV. @ 109'-0"

P-6

UNDER

NINDONS

T.O. FINISH FLOOR

ELEV. @ 100'-0"

P-4

P-5 (TYP.)

____________ J

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L _______ L _____ ----_______ A-ND_ C,_A__IJ�f::_!:_� __ _ _ ---_______ 1 _ _ _ _L ,_; ________ L ______ _[_ UNDER ----____ ----_ UNDER --____ ----____ _

RANDOMLY PROJECT 1/4 OF 4"COLORED�J HINDONS HINDONS

COLORED CMU 3/4" FROM OUTSIDE CMU VENEER

I P-6 DIRECT VENT 1 1

I (SEE MECH.) I I

L __________________ UNDER, ________________ i ______ a

NINDONS

PARTIAL NORTH ®-----z

M

P-6

UNDER

NINDONS

FACE OF NALL (TYP.) AT ALL

LOCATIONS

0 n

MECH. LOUVER

(SEE MECH.)

P-4 no

OPEN

P-4

4"C LOPED

B.O. GNB CEIL.

ELEV. @ 109'-0"

DIRECT VENT

(SEE MECH.)

BACKER ROD

AND CAULK E.J.

T.O. FINISH FLOOR

ELEV. @ I00'-0"

I I P-6 _______ t __ t __ UNDER_____ _ ___ �l0Uj\/E_N_E'!:_R_ ___________ J

NINDONS

P-5 (TYP.)

NO�TH

/4c\ ' A-2 1

P-4�

(TYP.) \\""'-

m --

I2"xl8" ATTIG

VENT PER SPEC.

SECTION 06200

'4A'

A-2

I m I EO:-"b ---l

()w m

(3 w

P-5 (TYP.)� no I no no no I

I\ P-6 Ill u.�R�� 'S "

SOUTH

P-4

�• •••• -�- ,\\ 12 I r:::_ -� • C-: . I 3 I - :::--, T.O. NINDON

@ ELEV 112'-0"

m

IX"\ IF '

A-6) ,f'-6�

-- - L...-

, D'j ' m- �\; -2� j IF\ I A-1/

I

- ITYP.)

'43\_ .._A 2/

□ no

� PLACE SIDING

/ VERT. JOINTS HERE

/ SHONN (TYP.)

B.O. GNB CEIL L

ELEV. @ 109' O"

T.O. FINISH FLOOR

ELEV. @ 100' O"

MECH. LOUVER

(SEE MECH.)

4"COLORED

CMU VENEER

A-1

P-4

P-5

PARTIAL 50UTH

P-4

--++--S.M. FLASH

----i--- I I I

AROUND

COLUMN

4"COLORED

CMU VENEER

_E_A_5T ______________________________ @r--F_A_R _T_IA_L_E_N_T_RY_

1 EXTERIOR BUIDLING ELEVATIONS (ALL EXTERIOR COMPOSITE BD. AND CELLULAR PVC TRIM AND FACSIA INSTALL SMOOTH SIDE OUT TYP)

A-2 o ._l ----=al.__ __ ----"16""' ! ___ ---'2=411 , a "

6A

PAINT FASCIA

---P-4

CAP END OF SLUE-LAM

N/ COPPER FLASHING (TYP.)

l

CONT. RIDGE ----;;::::::::::_�---,

VENT SHOHN r; ;I', BOLD AND DASHED r ';;

BARRIER

UP TO

HALL BELON

HIND BARRIER

5/I6"FIBER CEMENT

BD. SIDING (TYP.)

CAULK

3/4xB" CELLULAR

PVC TRIM BD. (PAINT P-4)

SIDING HORIZONTAL

JOINT BEHIND TRIM (TYP.)

CAULK

l/I6"0SB SHEATHING (TYP.)

(A\ TYP. HORIZ.

\C,/JOINT

FASTENERS

STUD OR

TRUSS CHORD

3/8"7c�-3/8"

CAULK

® VERT.

JOINT

1/16"

GAP

MIN.

FASTENERS

STUD OR

TRUSS CHORD

CAULK

CAULK 5/4x8" COMPOSITE BD.

TRIM (PAINT-P-4) @ VERT.

JOINT

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N/ COPPER FLASHING (TYP.) 6-3/4x6" EXTERIOR

GRADE GLUE-LAM

T.O. GONG. GAP

ELEV.@ 110'-0" <

A-2

3 1-2 11 6'-3 1/2"

I I

EXTERIOR TRUSS ELEVATION

0 .._! __ ..,,2u...l __ ..,c4u! __ ---'6,,_,! __ ----""8! 3 / 8 "

1'-4 1/2" 2'-9 1/4"

ROOF PLAN

ICE AND HATER

BARRIER SHOHNiz:::::I

0 .... 1 ___ 1,..6u...l ___ ..,32...,! ___ ..c,4""BI 1 / 16"

CONT. GALV.

SHEETMETAL

CORNER

I I

(;;\ TYP. OUTSIDE

V:::::JcoRNER

CAULK

SIDING DETAILS

0 1 211/2" � --�- -�- -� --� lnht:IE, Kenneth Hahn

Architects

Omaha, Nebraska

103-007

DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

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G6EDXTEA

Callout Roof Valley

A-4

B.O. 6HB GEIL.

ELEV. @ 109'-0"

T.O. FINISH FLOOR

ELEV. @ I00'-0"

A-6

(REV.)

I

WALL SECTIONS

OLI ___ 1~1 __ ~2~1 --~3=1 __ ~413 I 4"

I

UNDER NIND0H

ONLY

_.,--- SIMPSON H-I ANCHOR

(TYP.) EACH TRUSS

sc=====::::

PREMANUFAGTURED

HOOD ROOF TRUSSES

@ 24"0.G.

UNDER HIND0H

ONLY

®HALL SECTION

@ HINDOHS EAST

SIDE

(SEE DET. "C" FOR TYPICAL NOTES)

I

METAL DRIP

GAP

ATTIG VENT

HHERE SH0HN

ON A-2

4/4x2" COMPOSITE

BD. TRIM SURROUND

B.O. 6NB GEIL.

ELEV. @ 109'-0"

HIND BARRIER

MORTAR NET

THRU HALL

FLASHIN6

HEEP HOLES

@ I6"0.G.

FILL H/ MORTAR

BEL0H FLASHIN6;

SLOPE AS SH0HN

2"-------

GLEAR

AIR SPACE

"Lrn1t-f-"'ls l.,,,- ·- , }:::,:;::=Ill '

GONG. FOOTIN6

0 (SEE S TRUG TURAL)

3.1

ANCHOR BOLTS (SEE STRUGT.)

~- TREATED 2x6 SILL PLATE

SILL SEALER INSUL.

~-6" GMU (SEE STRUGT.)

2 MASONRY WALL BASE SECTION

A-4

0 1 211/2" '-----'----U-----'---....,,, 5/8" 0SB ROOF SHEATHIN6

STYROFOAM VENTILATION

BAFFLES BETHEEN TRUSSES

(TYP.)

SIMPSON H-I ANCHOR

(TYP.) EACH TRUSS

2x4 @ 24"0.G.

S0FFIT FRAMIN6

METAL DRIP ED6E

B.O. 6NB GEIL.

ELEV. @ 109'-0"

4/4x8" COMPOSITE

FASCIA BD.----========Jl~====7====;'-llt:

2x (RIPPED TO

FIT) SUB FASCIA

_J '1- llJ Q_

~>~ ll!-

G0NT. METAL

S0FFIT VENT

5/16" FIBER CEMENT

BD. S0FFIT

2x4 LED6ER BOARD

5/16" FIBER CEMENT

BD. SIDIN6

HIND BARRIER

1/I6"0SB SHEATHIN

T.O. FINISH FLOOR

ELEV @ 100'-0"

6RADE ,

VARIES

(SEE SHEET G-3)

@TYPICAL

HALL SECTION

B.O. F00TIN6

ELEV. @ 96'-0"

I

ASPHALT

SHIN6LES

FELT PAPER

PREMANUFAG TURED

HOOD ROOF TRUSSES

@ 24"0.G. (SEE STRUGT.)

BATT INSULATION

5/8" 6HB

2x6 TOP PLATE

AND DOUBLE TOP

PLATE (CONT.)

5/8" 6HB

VAPOR BARRIER

BATT INSULATION

2x6 @16" 0.G. EXTERIOR STUD

HALL (TYP.)

2x6 TREATED

SILL PLATE (CONT.)

SILL SEALER INSUL.

4" SO.6.

(SEE STRUGT.)

EARTH FILL

COMPACTED

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lnht:IE, Kenneth Hahn Architects Omaha, Nebraska

103-007

DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

A-4 g6odmnm9 Text Box g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight

H.M. FRAME

GROUT FULL

METAL

DOOR

4/4x4" COMPOSITE

TRIM BD.

CAULK 1/16 OSB HALL I I 'I

I I

HEADER

(SEE STRUCT)

' I I 11,i 1, I

1/16 OSB HALL

SHEATHING

CAULK

r--- PROVIDE A 4'x4' PROVIDE A 4'x4'

CAULK

CASING

BEAD 4

CAULK

5/8"GHB

3.1 I

u, ®JAMB

H.M. FRAME

(GROUT FULL)

SHEATHING

I ,, I ,, I I I

2x4SOFFIT~ I I I

, I

I ', FRAMING .• ·• I I

5/16" CAULK

FIBER CEMENT© ;

BD. SOFFIT C, HEAD

1/4" CFS

I, I

" I' I I 'I I I I I I

I/ \I

5/8"GHB

1/2"x2"

I • I I 11 /\

I '1 i' 1, I I I I

, i' \ I \

BIOCOMPOSITE I I I I

TRIM

HOOD

SHIM

CLAD

HINDOH @HEAD

3/4" x 8" CELLULAR

PVC BD. TRIM (PAINT '"-4)

=_,, 5/16" FIBER CEMENT

BD. SIDING TO. NINDON H

ELEV. @ 108'- rr -------.. / <(

0 i08 CAULK

3/4"0SB PL YHOOD

LANDING IN ATTIC SPACE

22"x22"

ATTIC ACCESS PANEL

SEE DETAIL 4/A-6

,-~-...... -..i....-................. - ....... -7 I I rv .,m~ I I I G/>S. .I.<! I

OPEN VAULTED

...:::.;,.;' _.._. __ ....,.__,ff"'-..... 4--=+--..:I~ CEILING I

3/4"0SB PL YHOOD=-~----~

LANDING IN ATTIC SPACE

22"x22"

ATTIC ACCESS PANEL--

SEE DETAIL 4/A-6

@JAMB l/2 11 x2"

BIOCOMPOSITE

BD. TRIM

EO. EO. 3/4" BIOCOMPOSITE

BD. GLASS STOPS

3/4" BIOCOMPOSITE

BD. CONT.

3/4" BIOCOMPOSITE BD. ANGLED

b.-#-----,4-"k BRACES @ 24"0.C.

NB SOFFIT ABOVE

1qo ' I I I ,ADN!l'N.'

I. IC:4- I •

EXPOSED SCL r71 BEAM (SEE STRUCT.)'■ 1-, '-c-'-Oo~e-,IL.J,-_~a,-~,-, 'F".:- -1 1f ' ·1

I I L-'-'-._ __ _J

5/B"GHB

1/2 11 x2 11

BIOCOMPOSITE _ ,,,,-(ALLON GLASS TO

u PER CABINETS --li.c_.=!___c.,__~"':.1c~_-~·•_·o 1\' E EV. @ IOB'-0" ; ooe l/2 11x2 11

BIOCOMPOSITE

TRIM

CLAD

HINDOH

BD. TRIM

BO TRIM

::!: ~/ SLIP FOR ROOF

, m ':J DEFLECTION) ffil,~""'i'IH/~ 4/4 COMPOSITE

TRIM BD.

1-5/8"

METAL ELEV. @ 10'1'-0"

L,f..,· ..... • _.:,..:._/;~~~-~;;t~;~1~-~~-=_='-l'1../ (2) 3 l/4"x3/4" ' ,/ / BIOCOMPOSITE BD.

CAULK

@sill

3/4"CELLULAR

PVC BD. SILL

CLAD

HINDOH-~

l/2 11x2 11

5/16" FIBER CEMENT

SIDING

5/16" FIBER

CEMENT

BD. SIDING

CAULK

®JAMB

S.M

FLASHING

ASPHALT

SHINGLES

STUD MECH.

FRAMING< SOFFIT 1/4"

S.CL ROOF BEAM

(SEE STRUCT) ALIGN

~.SI~ ®

PLATE ---,---,-@- SIM. HEAD H

5/4 x B" COMPOSITE SILL BD. TRIM (PAINT P-4) (3) 2xl0 HEADER (SEE STRUC.

2x6 EXTERIOR

HALL ABOVE

I I I I I

FOR ADDITIONAL INFO)

(3) 2xB HEADER

BATT INSULATION

2x6 C.J.

GLASS STOPS

(2) 2 1/2"x3/4" CD NOT USE

BIOCOMPOSITE

BD. GLASS STOPS

(2) 2"x3/4"

BIOCOMPOSITE

l/4 " CFG ASPHALT

BD. GLASS STOPS

SHINGLES

_,---FELT PAPER

5/8" OSB ROOF

S-IEATHING

BIOCOMPOSITE FELT PAPER ',' @ 16"0.C.

2x4 SOFFIT FRAMING

METAL DRIP

TRIM r1:;lt::&~tji----f~__j.~l_~~-PJc,,"°c,;c~ B.O. SILL

ELEV.@ 111'-0" FV '

(VERIFY HITH

DOOR HEIGHT)

ED6E

2x SUB FASCIA

4/4 COMPOSITE

FASCIA BD.

SIM.

Q)s1LL

2x6 END

RAFTER

(2)2x6 C.J.

BATT~I '

INSULATION ~·

5/8"GHB

CASING BEAD

AND CAULK

(B)HEAD

5/B" OSB :ooF-------------=

SHEATHIN~

,n" ur~ 1 1

1-5/8" METAL

STUD SOFFIT

FRAMING

5/B"GHB

l/2"HDHD

1/4 RND.

HD. DOOR:~=Y

JOIST

HANSER

2x6 LEDGER

BOARD

AND FRAME ® HEAD

CASING

BEAD

1/16 OSB HALL

SHEATHING

11--5/16" FIBER CEMENT

SIDING

CAULK

3/4"x8" CELLULAR

PVC BD.

1/16 OSB HALL

SHEATHING

DRIP CAP

FLASHING

CLAD

HINDOH

(2) 2"x3/4"

BIOCOMPOSITE

BD. GLASS STO S

(2) 2 1/2"x3/4"

BIOCOMPOSITE

BD. GLASS STOPS

r:

N

®JAMB

DOOR

HDHD. FRAME

AND DOOR

STOP

B.O.GHB

ELEV. @ 108'-0"

5/8"6HB

CASING BEAD

CLAD DOOR

AND FRAME

(0HEAD

~ ~~ CONT. MET AL

""~ SOFFIT VENT

5/16"

FIBER CEMENT

BD. SOFFIT

DOUBLE STUDS AT

JAMBS- TYPICAL

3/4" BIOCOMPOSITE

BD. JAMB EXTENSION

,,--- SEE FLR PLAN

FOR HALL TYPE

®HEAD

H.M. FRAME; GROUT FULL

LINE OF HALL HHERE ~~

OCCURRING- SEE PLAN

@JAMB

SEE FLR. PLAN

FOR HALL TYPE

2x4

!T~+--.....--BLOCKIN6

HDHD. FRAME

AND DOOR

ST.\JP--

JAMB

HOOD DOOR

AND FRAME

HIND BARRIER

4"COLORED

CMU VENEER--,..-

THRU FLASH

HEEPS @ 16"0.C.

@ l/2"x2"

0 NOT USED BIOCOMPOSITE DOOR

NOTES, ® JAMB TRIM @HEAD

METAL DRIP

GALV. 5x5x5/16'~

STEEL LINTEL

BEAR 4" EA END

I. PROVIDE FLEXIBLE HAEATHER FLASHING TAPE@ ALL EXTERIOR OPENINGS OVER HIND BARRIER

2. ALL EXTERIOR COMPOSITE BD. AND CELLULAR PVC TRIM AND FASCIA INSTALL SMOOTH SIDE OUT TYP.

CAULK--_)'

H.M. FRAME

( GROUT FULL) @~EAD

I I L __ coATRAcK

(N,I.CJ

a>-----, l--0--\ tv'E'C.H /El;':C, T

L _________ _

' q-NJ b:. 'l\ _: __ , ___ j

_J

MECH. SOFFIT

SEE 4/A-3

L __

'/:':ST. Q

~-7 I < I

L_..J

SLID!;:

GAB.

Tl K '.3A.FJ:

Ei_BEL_

\_.;,,_TJ-R...\L

~sc ... ~CE:$

IS

_________________ _J

FLAT GHB ~==--__,,

CEIL. ELEV.

ATTIC DRAFTSTOP

(DO NOT CONNECT ATTIC

SPACES THRU THIS LINE) @ 108'-0"

NOTE, I. ALL CEILINGS ARE GHB, ELEV. @ 109'-0" UNLESS NOTED OTHERHISE.

2. ALL GHB CEILINGS@ 8'-0" SHALL BE SUPPORTED BY 3-5/8" METAL STUDS

SUSPENDED FROM TRUSSES ABOVE.

2 REFLECTED CEILING & DRAFTSTOP/FIREWALL PLAN

A-6

HD SHIM

r:

N o_l ____ s_1 ____ 1s~1 ____ 24_111 s" l/2"x2"

BIOCOMPOSITE

TRIM

HD. SHIM

CLAD DOOR

AND FRAME

BATT

SILL SEALER

INSULATION

SCRIBE TO

PROFILE OF CMU

JAMB®

CONT. 6ALV. S.M.

1/2"x2" BIOCOMPOSITE

TRIM

CLAD

HINDOW

5/16" FIBER CEMENT

BD. SIDING

l/2"x2"

BIOCOMPOSITE

TRIM A/\ CAULK

\:!./JAMB

CORNER SEE 4C/A-2 SIM.

HEADER

(SEE STRUCT)

5/B"GHB

CASING

BEAD

CAULK

METAL

1/4" CTG

2x

BLOCKING SEE FLOOR

PLAN FOR

HALL TYPE

2x6 CORNER

(2) 2"x3/4" POST

BIOCOMPOSITE li:i\ JAMB/HEAD/SILL

BD. GLASS STOPS \CY

©JAMB

CLAD

HINDOH

HD. SHIM

1/2"HDWD

1/4 RND.

HOOD ROOF

TRUSSES@

24"0.C.~ =---.

CASING==

BEAD

Ix ACCESS

PANEL STOPS

~--BATT

INSULATION

I "(TYP)

3/4"MDO

PLYHOOD

(PAINT TO MATCH

CEILING)

ATTIC ACCESS PANEL

A-6 0 1 211/2"

0 1 2 3 1" ~---~---~~----

SILL SEALER

CAULK

TREATED 2x4

BOTTOM PLATE HD. SHIM

TREATED 2x6 3/4" CELLULAR

SILL PLATE PVC BD. SILL

CAULK

FOUNDATION 1/16" OSB

(SEE STRUCT) HALL SHEATHING

5/16" FIBER CEMENT

BD. SIDING

6-3/4x6"

EXTERIOR

GRADE GLUE-LAM

NOTE

ALL HARDHARE (FE., NUTS,

HASHERSJ TO BE GALV.

OR STAINLESS STEEL

BASE ft6"xl/2"xl'-4"

HI (3) 5/8" DIA LAG

BOLTS (6"x4" GAGE)

1/2" KNIFE PLATE

HELDED TO BASE ft

(3) 3/4" DIA

THRU-BOLTS

U4) 3/4 DIA

21" ANCHOR BOLTS

O"xlO" GAGE)

3"

16xl6x3/4" ~~-----~ If. STEEL BASE

1/4" GROUT ______ ,,,

BEAD

1-1/2"

1/2" KNIFE PLATE

HELDED TO BASE fr.

6-3/4x6"

EXTERIOR

GRADE GLUE-LAM

41/8"

Q, cc1J

EO.

NOTE

ALL HARDWARE (If. , NUTS, HASHERS) TO BE GAL V.

OR STAINLESS STEEL

2l"x21 11

PRECAST CONG.

PIER CAP

TO. CONG.

ELEV.@ 110'-0"

1-1/2" r---- 24"x24" CMU PIER

HI (4) #5 VERT

IN GROUTED CORES

GROUT /MORT AR SOLID

ALL COLLAR JOINTS

16"xl6" CMU PIER HI

(4) #5 VERT. IN GROUTED CORES

NOTE, FULLY MORT AR/6ROUT ALL

COLLAR JOINTS

-+---4"COLORED

CMU VENEER

I lnht:IE, Kenneth Hahn Architects Omaha, Nebraska

C, z -C ...J -::::, m

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0 -LL

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a: 0 er:

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INSET WINDOW SILL DETAIL ® - 21-011 103-007

A-6 0 1 211/2" ~--~--~~------

NOT USED A-6

TRUSS CONNECTION DETAILS

0 1 211/2" ~--~--~~--~--~

DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

A-6 g6odmnm9 Text Box g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Highlight g6odmnm9 Inserted Text g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box g6odmnm9 Text Box

TREATED

2x BLOCKING

(RIP TO FIT)

METAL DRIP

EDGE

4/4 COMPOSITE

BD. FASCIA

(PAINT P-4)

2x BLOCKING

(RIP TO FIT)

ASPHALT SHINGLE

RIDGE CAP

ASPHALT

SHINGLES

FELT PAPER

5/8" OSB ROOF

SHEATHING

AIR SPACE"y

3~

I I

I t

,,,.,,, ~<1~0~'

I A" CLEAR

'--- ,.l\)k SPACE

2x6 PURLINS

CONT. METAL

SOFFIT VENT

ASPHALT

SHINGLES

FELT PAPER

VENTED/NAILABLE

RIGID INSULATION

1/2" 0SB ROOF

SHEATHING

3/8" CEDAR

PLYHOOD

5/16" FIBER CEMENT

BD. SOFFIT

(PAINT P-6)

PLASTIC RIDGE

VENT

l/2"0SB

SPACER

METAL

DRIP EDGE

5/4 COMPOSITE

BD. FASCIA (PAINT P-4)

DRILL (I) I" DIA HOLE AT

EACH CAVITY IN VENTED/

NAILABLE RIGID INSULATION

TREATED

2x BLOCKING

(RIP TO FIT)

CONT.

2x HEDGE

BLOCKING

2x6 STUDS@ 16"0.C.

BATT

INSULATION

BEAM BEARING

ELEV@ 111'-3 5/16"

(FV)

1/2" 0SB ROOF

SHEATHING

3/8" CEDAR

PLYHOOD

VENTED/NAILABLE

RIGID INSULATION

1/2" 0SB ROOF

SHEATHING

3/8" CEDAR

PLYHO0D

2x6 BLOCKING BETWEEN

EA PURLI NS (TYP)

------.-2x6 PURLINS

ASPHALT

SHINGLES

FELT PAPER

__,--._ _____ CAULK-----~t:~::::::/J~j~~Jii~FH

5/8" GHB ..,,--._____

SCL BEAM BEYOND

(SEE STRUCT.)

2x HEDGE BEARING

FIT TIGHT TO B.O. SCL

BEAM HHERE OCCURRING

2x6 TOP/DOUBLE PLATE

JOIST OVERLAP

CONT.-. _ _,,

2x HEDGE

<~JJ{,C2(KING

2x6 TOP --.---.IV•

PLATE

VENTED/NAILABLE

RIGID INSULATION

METAL DRIP

EDGE

TREATED

2x BLOCKING

(RIP TO FIT)

c-----+---+------'12x6 PURLINS

@ 16"0.C. 4/4 COMPOSITE CAULK

4/4 COMPOSITE

BD. FASCIA (PAINT P-4)

SCL BEAM

(SEE STRUCT.) PREMANUFAC TURED

HOOD ROOF TRUSS 5/16" FIBER CEMENT BD. SIDING (PAINT P-5)

~5/4 COMPOSITE SIDING

_ __J~/\-JLJl',,_ BATTEN (BEYOND)

1/16" 0SB HALL

SHEATHING

ROOF SECTIONS

0 1 211/2" L__ __ ..L_ __ -'-.L __ ---'--~

HALL SCONCE

FIXTURES

(SEE ELECTRICAL)

P-2

----P-2 ~

ALIGN

VINYL

SCL BEAM

(SEE STRUCT)

l/2"x2" BI0C0MP0SITE

TRIM BD.

PULL DOHN

PROJ. SCREEN

HARKER

BD.

P-3

~--SCL BEAM

(SEE STRUCT)

P-3

@.___ ___ _ ® HALL BASE (TYP.) @.___ __

INTERIOR ELEVATIONS

A-7

0LI ---~8~1 ___ ~16~1 ___ ~24~11 I 8"

BD. FASCIA --1--/

CAULK

~-- FOR TYP. DETAILS

FOR THIS HALL

(SEE 3/A-3)

P-4

BO. SOFFIT

@1-------

TREATED

2x BLOCKING

(RIP TO FIT)

3 c===--:;;

~ i\<1.-\\--IS J 2"fb ,v

\f?"0 e,. f:D) ~ e,/'1"-111 \..E✓El<c

CAULK

CONT. METAl

SOFFIT VENT

>----BATT

INSULATION

2'-0"

2x6 STUDS@ 16"0.C.

BEAM BEARING

ELEV @ 111'-6 "

(FV)

5/16" FIBER CEMENT

BD. SOFFIT

(2) 2x6 PURLIN

HEADER OPENING

(I)NoT USE:J Q)NoT USED

METAL DRIP

EDGE

4/4 COMPOSITE

BD. FASCIA (PAINT P-4)

5/16" FIBER CEMENT

BD. SOFFIT

(PAINT P-6)

1/2" OSB ROOF

SHEATHING

3/8" CEDAR

PL YHO0D ---.---.-_,,-

2x6 HOOD BLOCKING

BETWEEN EACH JOIST

(TYP)

1/2" 0SB

SPACER

METAL

DRIP EDGE

5/4 C0MP0SITE-........_---

BD. FASCIA (PAINT P-4)

4/4 COMP0SITE---

BD. FASCIA (PAINT P-4)

5/16" FIBER CEMENT'-----

BD. SIDING (PAINT

P-5)

5/4 COMPOSITE SIDING

BATTEN (BEYOND)

1/16" 0SB HALL--_ _;

SHEATHING

1/2"x2" BI0C0MP0SITE

SCL BEAM

(SEE STRUCT.)

TRIM; B.O. TRIM @ 'l'-0'''--' -~

SCL BEAM

(SEE STRUCT)

"( /oPE~

MECH. DIFFUSERS

( ( (SEE MECH)

P-3 OPEN\ OPEN P-3

) SEE 1/A-8 / )

F=~=;======l'v

FOR

DETAILS

VENTED/NAILABLE

RIGID INSULATION

TREATED

2x BLOCKING

"'-2x6 PURLINS @ 16"0.C.~

METAL DRIP

EDGE

4/4 COMPOSITE

BD. FASCIA

2x6 SUB FASCIA

PREMANUFACTURED

HOOD ROOF TRUSS

@ 24"0.C.

BATT

INSULATION

CONT. 2x

HEDGE

BEARING

5/8" GHB.

VENTED/NAILABLE

RIGID INSULATION

5/16" FIBER CEMENT

BD. SIDING

1/16" OSB HALL

SHEATHING

4"

I I

\___,;__----t-~ BATT

INSULATION

2.5

TREATED HOOD

BLOCKING

5/16" FIBER CEMENT

BD. SOFFIT

(PAINT P-6)

2x6 TOP/DOUBLE PLATE

ASPHALT

SHINGLES

FELT PAPER

h,-.,,,..,,..,.,,..,,,...=.,.,,,-,b'ii--BA TT

INSULATION

2x6 PURLINS @ 16"0.C.

HOOD ROOF TRUSSES

@ SIM. CONDITION

2x6 HOOD BLOCKING

BETHEEN EACH JOIST

(TYP)

"----- CONT. 2x6 SUB FASCIA

1/16" OSB

HALL SHEA THING

5/16" FIBER CEMENT

BD. SIDING FLASH

TREATED 2x

CONT. BLOCKING

(BEVEL CUT)

TO MASONRY

ELEV.@ _

1081-8 11

S.M. CLEAT AND

DRIP FLASHING

TREATED lx4

NAILER

DIM.

SLP.

S.M.

FLASHING

ASPHALT

SHINGLES

FELT PAPER

5/8" 0SB ROOF

SHEATHING

2x4 S0FFIT

FRAMING

B.O. S0FFIT

ELEV @ 108'-0"

-- 5/16" FIBER CEMENT

BD. SOFFIT (PAINT P-6)

HD. END

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TRUSS

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P-4

B.O. S0FFIT

O L_ __ _j_ __ _!_1.L_ __ _j_ __ ~2 1 1 / 2 " lnht:IE, Kenneth Hahn Architects Omaha, Nebraska

103-007

DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

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BLOCK OUT

I I FORDOORS / I I I

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FOUNDATION PLAN

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2'-0~ ,--21-011

61_711 ,\ 1'-2 11 ( €/-111

, , 24'-4" , , ', 31'-0"

110'-4"

FOUNDATION PLAN NOTES

1. ARCHITECTURAL ELEVATION 100'-0" = ELEVATION 992.17' ON SITE DRAWINGS.

2. TOP OF FLOOR SLAB ELEVATION= 100'-0" UNLESS NOTED OTHERWISE.

3. / INDICATES TOP OF FOOTING ELEVATION.

4. ALL SLABS-ON-GRADE SHALL BE 4" THICK WITH 6x6 - W1 .4 x W1 .4 W.W.F. OVER VAPOR BARRIER

AND 4" GRANULAR FILL. SEE 1/S-2 FOR TYPICAL SLAB JOINT DETAILS. SEE ARCHITECTURAL

AND STRUCTURAL DETAILS FOR ANY EXCEPTIONS TO THE ABOVE NOTES. SEE ARCHITECTURAL

DRAWINGS FOR FLOOR FINISHES, SLOPES, DEPRESSIONS, DRAINS, CURBS, THICKENED SLAB

LOCATIONS, TRENCHES, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS.

5. SEE SHEET S-2 FOR STRUCTURAL GENERAL NOTES.

I , 4 "\

2 1-0 11 ',.A---3.,.

60 PSF SNON DRIFT

ROOF LIVE LOAD AT

AT THIS AREA

8 1-0 11 , - , 2 ' j \ *PROVIDE (3)-2x6 BUILT UP COLUMN

2 1-0 11 1 A---3 1

BELOH ALL SCL BEARING POINTS.

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OVERHAN6 ,foVERH, ~N6 ,:;, H-3/ CONNECT H/ SIMPSON BG CONNECTORS 2x4 @I6"0.G. RAKE HALL~ / /I

FRAMIN6 ON TOP OF LONER H-I

3'-0" HOOD ROOF

TRUSS CANT ALEV ------------

ROOF DECK SHONN DARKENED ~

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FRAMING DETAILS

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HEADERS

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NOTES,

I) HOLES LARGER THAN DETAILED SHALL NOT

BE PLACED HITHOUT NRITTEN APPROVAL BY

THE ARCHITECT .

2) MULTIPLE HOLES IN A SINGLE MEMBER

SHALL BE SPACED AT LEAST 6 TIMES

THE HOLE DIAMETER, CENTER TO CENTER.

3) NO HOLES Of ANY SIZE ARE PERMITTED

IN FLOOR OR ROOF TRUSS MEMBERS.

PENETRATION OF WOOD MEMBERS

NOTTO SCALE

HEADER SCHEDULE

MARK HEADER

#OF 2x6 # OF 2x6 FULL-

BEARING STUDS HEIGHT JAMB STUDS

H-1 (3) - 2x12 1 2

H-2 5-1/4x11-1/4 SCL 2 1

H-3 (4) 2x12 1 3

- REFERENCE 3/S-1 FOR TYPICAL HEADER DETAIL.

z -:E C <C w lnht:IE, Kenneth Hahn Architects Omaha, Nebraska

103-007

DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

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Highlight t--- - --VERT. NALL FACE

1/4" COMP. FILLER N/

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ll

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N/ 6x6-Nl.4xNl.4 N.N.F.

11-11-1 I I

VAPOR BARRIER

4" GRANULAR FILL

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NOTES,

' ' ' _II 11 I I I

I/8"x I" DEEP SANCUT

OR PREFORMED JOINT

PREFORMED KEYNA Y

TOOLED JOINT

THICKEN SLAB TO

6" MIN. @ K.C.J.

K.CJ.

I. USE K.C.J. AT TERMINATION OF POURS IN LIEU OF CONTROL JOINT.

2x6 BRG. NALL----� N/ STUDS @ I6"c/c

- FASTEN BOT. fl'_ TO

SLAB-ON-GRADE N/

HIL Tl DNl-12 PONDER

ACTUATED FASTENERS

@ I6"c/c N/ HASHER

OR APPROVED EQUA

2 - #5 CONT.

2 1-0 11

TYP.

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FIRST C.J.

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2 1-6 11

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ACROSS VOID

COMPACTED SOIL

USE 4 " HIGH CONSTRUCT.

VOID MATERIAL ON ALL SIDES

WHERE FLAT SIDEWALK OCCURS

4'-0"x 4'-0" TYP. OR

SEE FOUNDATION PLAN

#4 DOWELS (I8"xl8") @ I2"o.c. (4 SIDES)

EQ. E .

#4@12" BOTTOM

#3@12" TEMP.

SLOPE 1/4'flt

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i--+-- #4 @ 16

II

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REF. 5/S-2

I 1/2" - 22GA. GALV. METAL

FORM DECK (SPAN _<: 4'-0")

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EXP. JT. a

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J-ll--"'--� t----PERI METER I NSULA Tl ON

12" MIN. 1-#5 CONT. TOP < BOTTOM

PROVIDE CORNER BARS PER 4/S-2 2. USE C.J. AT OTHER INTERMEDIATE LOCATIONS TO LIMIT JOINT SPACING

TO 12'-0" MAX. IN EXPOSED SLAB AREAS (U ND).

SLAB JOINT DETAILS

TYPICAL INTERIOR

BEARING WALL FOOTING 3 SECTION @ ENTRANCE STOOP

NOTTO SCALE

TO MAT

#4 OR #5 CORNER BARS (2'-0"x 2'-0")

GS e,�BcR OC =" BARS 7 I o�I ___ l�l ___ 2�1 __ �3�l __ �413 t 4"

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( 12" CMU @ SIM. )

3"

F.F. FLOOR ELEV.I,

,c--11--)(--M f @ 100'-0" s::r

,LJ,,U

�,_�+-- CONTINUOUS PERIMETER INSULATION

I----- CENTER 2'-0" HIDTH OF TRENCH

BEAM UNDER CMU

4" CLEAR COVER

(TYP. TOP, BOT. I SIDES)

NOTTO SCALE

5/8" ROOF SHEATHIN

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2x4 CONT. BOT. CHORD BRACING AT APPROX. 4'-0"c/c NEAR PANEL POINTS.

NAIL TO EA. TRUSS LAP 4'-0"

(2 TRUSSES) AS REQ'D. --�

(SEE ARCH)

IM@ 12" c/c

END HALL TRUSS

(STUDDED @ 16" c!c)

2x4 @ lb" c/c BACKUP HHERE

SPAN �6'-0"

2x6 @ 16" c/c BACKUP HHERE

SPAN �9 1-011

2x4 BRACE @ 4'-0" c!c

,,__ ___ 1/16" HALL SHEATHING

DOUBLE LAYEi-<. 51NcSI..E 1..AYEl'il. ELEV. Ioq'-O 5/8" $

"----(2) -2x6 CONT.

\-il- -- --2xb @ 16" c/c

2'-0"

(2'-6" @ SIM. COND.)

TYPICAL TRENCH

REINF. TRcNCH BEAM w/ 2 - #5 CONT.

TOP 4 BOT. 4 #4 U-BARS @ 24"c/c PROVIDE CORNER BARS PER DETAIL 4/S-2 COMMON TRUSS @ 24" c/c

NOTE, BRIDGING/BRACING AS

REQ'D BY TRUSS SUPPLIER

NOT SHOHN

4 FOOTING CORNER REINFORCING FOOTING SECTION 6 TYP. RAKE END WALL DETAIL

S-2

NOTTO SCALE

STRUCTURAL GENERAL NOTES

o�I ___ 1�1--�2�1 --�3=1 __ �413 I 4 " S-2

01 21 41 611 /2" �-----�------�-----�

STRUCTURAL LUMBER AND CARPENTRY

L 1. All stress grades and stress criteria shall be based on the National Design Specifications for Wood Construction, 1 997.

L2. Lumber for 2x8's and larger shall be No. 2 and better Hem-Fir, Spruce-Pine-Fir, or Doug Fir-Larch.

L3. Lumber for 2x4's and 2x6's shall be Stud grade (or better) Hem-Fir or Spruce-Pine-Fir.

L4. Where rectangular wood beams are specifically noted to be Structural Composite Lumber (SCL), they shall be laminated veneer lumber or parallel strand lumber, meeting the following criteria:

Minimum allowable stresses Extreme fiber in bending Fb = 2,800 PSI Horizontal shear Fv = 220 PSI Modulus of elasticity

E = 2,000,000 PSI

LS. All framing lumber shall be stamped with grade and trademark for each piece.

L6. All lumber shall have a maximum moisture content of 19% and shall be smooth on 4 sides.

L7. Unless specifically noted otherwise, nail plywood or OSB roof and wall sheathing at 6 inches on-center at edges of panels and 12 inches on-center at intermediated supports with 8d nails with a minimum of 1 1/2-inch penetration. Leave 1/16 inch spacing at all abutting edges. Apply with the plywood perpendicular to the joists.

LB. Pressure treat sills, blocking, furring, and similar items in direct contact with masonry or concrete or use redwood.

Installation:

L9. Standards: except as otherwise noted, comply with "Manual of House Framing" by National Forest Products Association, including nailing, firestopping, anchorage, framing and bracing.

L 1 O. All metal hangers and connectors shall be manufactured by Simpson or approved equal and be size and type recommended for the application by the manufacturer.

L 11. Bed all sills and plates resting on masonry or concrete on a sill sealer strip.

L 12. Use triple 2 x studs at all exterior wall corners unless shown otherwise.

L 13. All headers and built-up beams shall be glued with PL400 and nailed at 8" o.c. staggered both sides w/16d nails.

L 14. Under built-up wood beams provide built-up columns with at least the same number of 2x's as contained in the built up beam. Built-up wood columns shall be glued with PL400 and nailed at 8 inches on-center.

L 15. Framing plans show prtmary framing members, sizes and supports. Framer shall provide and Install all framing required {whether specifically shown or not) for headers, nailers, corners, partition supports, roof crickets, ceiling joists, stairs, bridging, etc. to make a complete and sound installation in accordance with all applicable codes.

GLUED-LAMINATED TIMBER

GL 1. When rectangular wood beams or wood deck are specifically noted to be glued-laminated (G.L.), conform to AITC 117 "Standard Specifications for Structural Glued Laminated Timber'' and ANSI/AITC A190.1 "Structural Glued Laminated Timber".

PREFABRICATED WOOD TRUSSES

WT1. Prefabricated wood trusses and connections thereof shall be designed, fabricated and installed in accordance with the National Design Specification and Truss Plate Institute publications TPl1, TPI DSB-89, and TPI

HIB-91.

WT2. Design trusses for the following loads:

Roof trusses - Top Chord DL = 10 psf Top Chord LL= 30 psf (60 psf at snowdrift area noted on roof framing plan) Bottom Chord DL = 10 psf

WT3. Valley sets (or "over-framingft) shall consist of prefabricated wood trusses or on site stick framing. If stick framing is used, provide posts at 4 feet maximum centers in order to transfer loads evenly to main framing below.

WT4. Truss layouts and geometry shown may be altered by the truss manufacturer, subject to approval by the Architect. Submit any proposed changes on the shop drawings.

WT5. Truss manufacturer shall submit as shop drawings a complete erection drawing and engineering calculations for all trusses. A registered engineer in the State of Nebraska shall stamp the calculations. The calculations shall be presented in a logical and orderly manner and shall be keyed to the erection plans. The erection plans shall include a complete layout plan of all trusses, with the trusses labeled using the same designations as the calculations. The truss layout plans shall dimension truss spacing, and shall show the location of any concentrated loads. Any required hangers for concentrated loads shall be called for on the erection plans. Required roof and floor truss bridging and erection bracing shall be designated on the erection drawings.

WT6. Roof trusses shall be anchored to the top plate with one Simpson type "H1" hurricane tie at each end of each truss unless noted otherwise on the Drawings.

COORDINATION AND VERIFICATION

Vf. Structural drawings shall be coordinated with Architectural, Mechanical, and Electrical drawings for additional openings, sleeves, under-floor ducts, floor depressions, etc. not shown on the structural drawings. Coordinate location, size, and reinforcement of all openings with respective trades before fabrication.

V2. The Contractor shall verify all dimensions before starting work or fabricating any structural materials. The Architect shall be notified of any discrepancies found.

GENERAL DESIGN CRITERIA

G1. Building Code2000 International Building Code (IBC) as adopted and amended by the City of Omaha Building Code.

G2. Roof Live Load (non-concurrent with Roof Snow Loads) = 25 psf

G3. Roof Snow Load:

Ground Snow Load (Pg) = 25 PSF Flat Roof Snow Load (Pf) - 30 PSF Live Load at Snow Drift Area= 60 PSF { see roof framing plan) Rain-on-Snow= O PSF Snow Exposure Factor (Ce) = 1.0 Snow Load Importance Factor (Is) = 1.0 Thermal Factor (Ct) = 1.0

G4. Wind Load:

Design Criteria = Section 1609.6 "Simplifed Provisions for Low-rise Buildings" in the IBC.

Base Wind Speed (3-second gust) = 90 MPH Building Category= 'I' Wind Importance Factor 'lw' = 1.0 Wind Exposure = 'C'

GS. Earthquake Load:

Seismic Use Group = 1 Site Class = D Spectral Response Coefficient SDS = 0.133 Spectral Response Coefficient SD1 = 0.077

Lateral force computed per Section 1617.5 of IBC, with Seismic Factor 'R' = 6, for a Bearing Wall Seismic Force Resisting System With Wood Shear Wall Panels lnht:IE, Kenneth Hahn

Architects

Omaha, Nebraska

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DATE OF ORIGINAL ISSUE

03.25.05

DATE OF RE-ISSUE

06.30.05

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