SHELDON COMMUNITY SCHOOL DISTRICT 1 SHELDON …kiwaradio.com/files/Ball-Field-Plans-and-Specs.pdfsheldon community school district sheldon athletic fields concession/storage sheldon,

EARTH GRAVEL / SAND FILL.

METAL STUDS PAVING (POURED OR PRECAST)

METAL SECTION BRICK

CMU (STD. WT.) STONE

METAL (LARGE SCALE)

WOOD BLOCKING

WOOD STUDS FINISHED WOOD

PLYWOOD RIGID INSULATION

INSULATION(BLANKET OR BATT)

SEALANT

GYPSUM BOARD

EXISTING CONSTRUCTION

ACOUSTICAL CEILING

SITE SPOT ELEVATION

NEW FINISHSPOT GRADE

NEW / EXISTING WALL CONSTRUCTION COLUMN GRID LINE

NEW AND EXISTINGFINISH SPOTGRADE

TOP OF CURBBOT. OF CURB

1107

.33

N:

1107

.33

E: 11

04.8

8

TC:

1107

.33

BC:

1104

.88

EXISTING CONTOUR LINE

103

NEW CONTOUR LINE

103

APPROX. TEST BORING LOCATION

B- 3

PROPERTY LINE

CENTER LINES/ PROJECTED LINES

MATCH LINE

LEVEL LINE

MAIN FLOORELEV. 110'- 0"

ROOM NAME AND NUMBER

DOOR NUMBER

INDICATES ROOM NUMBER

ALPHABET CHARACTERS USED TODISTINGUISH BETWEEN MULTIPLEDOORS THAT ARE ASSOCIATED WITHPARTICULAR ROOMS

WINDOW TYPE

KEY NOTES

INDICATES A NOTE FOR A SPECIFIC ITEM

ALL KEY NOTES ARE COMPILED UNDER THE TITLE BAR"KEY NOTES".

1

BUILDING SECTION / WALL SECTIONINDICATES VIEW DIRECTIONINDICATES BUILDING SECTION (FILLED)INDICATES WALL SECTION (OPEN)

INDICATES SHEET WHERESECTION IS DRAWN

DETAILS

DETAIL NUMBER

SHEET WHEREDETAIL IS DRAWN

INTERIOR ELEVATION

REVISION

INDICATES SHEET NUMBER ELEVATIONOCCURS ON

INDICATES ELEVATION NUMBER

INDICATES ELEVATION DIRECTION

NEW

EXISTING(SCREENED)

CMU (LT. WT.)

A1.01 1

A

Room name

A

1

1

A1.01

SIM1

A1.01

SIM

A

A1.01

1SIM

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COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose ofconstruction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission ofCannon Moss Brygger & Associates is prohibited by copyright law.

©

GRAPHIC SYMBOLS

MATERIAL INDICATIONS

SHEET INDEX

PROFESSIONAL SEALS

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1

S1.01 STRUCTURAL NOTES

S1.02 FOUNDATION PLAN

S1.03 FOUNDATION DETAILS

S2.01 FRAMING PLAN

T.01 TITLE SHEET

A2.01 FLOOR PLAN -CONCESSION/STORAGEFACILITY

A2.02 DUGOUT - PLAN, SECTION ANDELEVATIONS

A3.01 EXTERIOR ELEVATIONS -CONCESSION

A4.01 SECTIONS

A5.01 SCHEDULES & DOOR ANDWINDOW DETAILS

A6.01 INTERIOR ELEVATIONS

Signature

Pages or sheets covered by this seal:

Date Issued:

Printed or typed name

I hereby certify that the portion of this technical submis-

sion described below was prepared by me or under my di-

rect supervision and responsible charge. I am a duly

Registered Architect under the laws of the State of

T.01, A2.01, A2.02, A3.01, A4.01, A5.01 AND A6.01,

6-11-2014

My License renewal date is


Date Issued:

I hereby certify that this engineering document was pre-

pared by me or under my direct personal supervision and

that I am a duly licensed Professional Engineer under the

laws of the State of

Signature


Date

E1.01, E2.01 AND E3.01

6-11-2014

12-31-2014

6-11-2014



Date Issued:





Signature


Date

M1.01, M2.01 AND M3.01

6-11-2014

12-31-2014

6-11-2014



Date Issued:





Signature


Date

S1.01, S1.02, S1.03 AND S2.01

6-11-2014

12-31-2014

6-11-2014



Date Issued:





Signature


Date

C1.0, C2.1, C2.2 AND C2.3

6-11-2014

12-31-2014

6-11-2014

DERETSI

GE

R

T

HCA R

EC

TI

R

IOWA

2313

ER

AG

NA

DE

LD DRIC AH

LICENSED

PROF

ESS IONA L

ENGINEER

IOW A

BRADLEY J.

18153SHOUP L

ICENSED

PROF

ESS IONA L

ENGINEER

IOW A

JOHN

11193DEWIT

WILLIAM P.

17354MURPHY

LICENSED

PRO

FESS IONA L

ENGINEER

I O

W A

14815BICKETTPATRICK

LICENSED

PROF

ESS IONA L

ENGINEER

IOW A

M1.01 LEGEND, SCHEDULES & DETAILSM2.01 FLOOR PLANS - PLUMBINGM3.01 FLOOR PLAN - VENTILATION

MECHANICAL

ARCHITECTURAL

E1.01 SITE PLAN - ELECTRICALE2.01 FLOOR PLANS - ELECTRICALE3.01 SCHEDULES & DETAILS

ELECTRICAL

STRUCTURAL

C1.0 SITE PLANC2.1 STORM SEWER/PAVINGC2.2 SANITARY SEWER-WATER MAINC2.3 SITE DETAILS

CIVIL

SHELDON COMMUNITY SCHOOL DISTRICT

SHELDON ATHLETIC FIELDS

CONCESSION/STORAGESHELDON, IOWA

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A

-8'-0"

-4'

-0"

WH

104A

105A

106B

106A

101A

EQUIPMENT

STORAGE101

MEN102

WOMEN104

CONCESSIONS106

UTILITY105

101B

74'-0"

10'-10" 10'-1" 15'-0"

22'-0

"

4'-7

7/8

"

4'-0"

6'-9

"2'

-5"

7'-0"8'-0"

3'-0"8'-0"2'-11"7'-11"

3'-11"

A6.01

5

7

6

A6.013

4

A6.01 1

2

MECH

CHASE103

101C

102A

103A

1

A4.01

2

A4.01

3

A4.01

5"5"

5"5"

5'-0

"12

'-0"

5'-0

"

6'-1"

6'-1"

FD

FD FD

FD

FD

FD

6" STUD WALL

6" STUDWALL

ELECTRICALPANEL - SEEELECTRICAL

22"x48" CEILINGACCESS PANEL

2

2

2

2

2

1

1

1

1

2

2

BABY CHANGINGSTATION SEE8/A6.01

BABY CHANGINGSTATION SEE8/A6.015

A4.01

22"x24" CEILINGACCESS PANEL

5

A4.01

4" WOOD STUD PARTITION:2x4 STUDS @ 16" O.C.,5/8" PLYWOOD SHEATHING EACH SIDE(WHERE APPLICABLE SEE SCHEDULE),FRP PANELS (WHERE APPLICABLESEE SCHEDULE),W/ 3 1/2" FIBERGLASS BATT INSULATION

6" WOOD STUD PARTITION:2x6 STUDS @ 16" O.C.,5/8" PLYWOOD SHEATHING EACH SIDE(WHERE APPLICABLE SEE SCHEDULE),FRP PANELS (WHERE APPLICABLESEE SCHEDULE),W/ 3 1/2" FIBERGLASS BATT INSULATION

WALL TYPE

WALL TYPES

1

WALL TYPE 2

GENERAL CODE NOTES

IOWA ADMINISTRATIVE CODE 661: CHAPTERS 300, 301, 302, 303, & 310

APPLICABLE MODEL CODES:INTERNATIONAL FIRE CODE 2009INTERNATIONAL BUILDING CODE 2009

INTERNATIONAL ENERGY CONSERVATION CODE 2009INTERNATIONAL MECHANICAL CODE 20092010 ADA STANDARDS FOR ACCESSIBLE DESIGN

OCCUPANCY: M-MERCANTILE (CONCESSIONS)

CONSTRUCTION TYPE: VB

TOTAL BUILDING STATISTICS: NEW SINGLE STORY CONSTRUCTION: 1,628 SF

OCCUPANT LOAD:BUILDING COMPARTMENT: CONCESSIONS: 330 SF/60 = 6

EQUIPMENT: 836 SF/300 = 3 RESTROOMS: 462 SF/30 = 16 TOTAL 25

ALLOWABLE HEIGHTS AND AREAS PER IBC TABLE 503ALLOWABLE: 1 STORY; 9,000 SF PER FLOOR; 40 FT HIGHACTUAL: 1 STORY; 1,628 SF (BUILDING COMP.); 15'-0" FT HIGH

FIRE ALARM SYSTEM: NFPA 72 SYSTEM REQUIRED IS NOT REQUIRED.

FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED THROUGHOUT A-3 OCCUPANCIES PER NFPA 10. AND SHALL BE LOCATED A MAXIMUM OF 75 FT TRAVEL DISTANCE. REF IFC SECTION 906.

AUTOMATIC SPRINKLER SYSTEM REQUIRED IF: IBC 09 SECTION 9031. FIRE AREA EXCEEDS 12,000 SF = NO2. FIRE AREA IS LOCATED ON A FLOOR OTHER THAN A LEVEL

OF EXIT DISCHARGE SERVING SUCH OCCUPANCIES = NO 3. USED FOR DISPLAY AND SALE OF UPHOLSTERED FURNITURE = NO

COMMERCIAL HOOD AND DUCT SYSTEMS: NOT REQUIRED THIS PROJECT.

PANIC DOOR HARDWARE: NOT REQUIRED

ANY EXTERIOR WORK ENVELOPE WORK, AND ALL MEP WORK SHALL BE INCOMPLIANCE WITH IECC 2009.

CLIMATE ZONE = 6ANOT REQUIRED - BUILDING WILL NOT BE AIR CONDITIONED OR HEATED

DURING WINTER MONTHS.

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FLO

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/ST

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NO. DESCRIPTION DATE

1/4" = 1'-0"1

FLOOR PLAN CONCESSION/STORAGE FACILITY

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A

A2.02

3

A2.02

2

A2.024

24'-0"

12'-0" 12'-0"

8" 8" 8" 8" 8" 8"

8"8"

8'-8

"

9'-4

"

1'-4

"

5

A2.02

4" CONCRETE SLAB

12" DIA. CONCRETECOLUMN

EXPANSION JOINT

8" BURNISHEDCMU BLOCK

FENCING BYOTHERS

CL

1'-4"

1'-4

"

5

A2.02

4x12 GLUE-LAM BEAM


METAL FENCINGBY OTHERS

METAL ROOF PANELS O/3/4" PLYWOOD SHEATHING(STAINED) O/ 2x6 CEDARJOISTS @ 12" O.C. W/METAL FLASHING ASREQUIRED

8" CONCRETEFNDN. WALL

OPENING

4'-0"

5

A2.02

4x12 GLUE-LAM BEAM

16"x16" CMU PIER



8" CONCRETEFNDN. WALL

4x12 GLUE-LAM BEAM



16"x16" CMU PIER

4x12 GLUE-LAM BEAM

CONCRETE CAP

10'-0

"

3"


8'-0

"3"

TOP OF CONCRETE

100'-0"

TOP OF CONCRETE COLUMN

110'-0"

TOP OF MASONRY PIER

108'-0"

BOTTOM OF FOOTING

95'-11"

3"

3"

4x12 GLUE-LAM BEAM

METAL ROOF PANELS O/3/4" PLYWOOD SHEATHING(STAINED) NAILED W/ 8dNAILS @ 6" O.C. EDGES,& 12" O.C. IN FIELD O/2x6 CEDAR JOISTS @ 12" O.C. W/METAL FLASHING ASREQUIRED


4" CONCRETE SLAB O/(SEE STRUCTURALFOR REINF.)2" RIGID INSULATION O/VAPOR BARRIER O/GRANULAR FILL(SLOPE FLOOR 1")

8"8"

8" CONCRETEFOUNDATIONSEE STRUCTURALFOR REINF.


3" CONCRETECAP W/ BEVELEDTOP

1'-4" 1'-4"

4x12 GLUE-LAM BEAM

4x12 GLUE-LAM BEAM

5"4"

4"4"

4'-1

"

4'-0

"

8" CONCRETEFOUNDATIONSEE STRUCTURALFOR REINF.

SIMPSON H10A CLIPPER END PER TRUSS

(2) ROWS OF BONDBEAMS @ TOP W/ (2)#5 BARS CONTINUOUS,TYP.

TOP OF CONCRETE

99'-11"

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1/4" = 1'-0"1

FLOOR PLAN DUGOUT

1/4" = 1'-0"2

Elevation - FRONT 1/4" = 1'-0"

3Elevation - BACK

1/4" = 1'-0"4

Elevation - SIDE

1/2" = 1'-0"5

SECTION

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1

A4.01

2

A4.01

METAL CORNERTRIM

METAL WALL PANELS

METAL FLASHING


METAL ROOF PANELS

DOOR SEESCHEDULE

DOOR SEESCHEDULE

2x8 METAL CLADFASCIA

3

A4.01

METAL CORNERTRIM

METAL WALL PANELS

METAL FLASHING


METAL ROOF PANELS

DOOR SEESCHEDULE


PLATE HEIGHT

EL. 110'-0"

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

12 4

124

1

A4.01

2

A4.01

METAL CORNERTRIM

METAL WALL PANELS

METAL FLASHING


METAL ROOF PANELS

DOOR SEESCHEDULE


3

A4.01

METAL CORNERTRIM

METAL WALL PANELS

METAL FLASHING


METAL ROOF PANELS

DOOR SEESCHEDULE


PLATE HEIGHT

EL. 110'-0"

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

12 4

124

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1/4" = 1'-0"1

North 1/4" = 1'-0"

2East

1/4" = 1'-0"3

South 1/4" = 1'-0"

4West

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A4.01

PLATE HEIGHT

EL. 110'-0"

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

4'-0

"

12 4

124

CONCESSIONS

106A

TOP OF COIL DR.

EL. 108'-9"

1'-9

"

3'-4

"

TYP.

2'-0"

METAL RIDGE VENT

2'-0" WIDE, 3/4" PLYWOODCATWALK O/ 2x12 BLOCKINGFULL LENGTH OF ATTIC

3

A4.01

A4.01

4

12 4

124

EQUIPMENT/STORAGE

PLATE HEIGHT

EL. 110'-0"

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

4'-0

"

TYP.

2'-0"

METAL RIDGE VENT

3'-4

"

2'-0" WIDE, 3/4" PLYWOODCATWALK O/ 2x12 BLOCKINGFULL LENGTH OF ATTIC

1

A4.01

2

A4.01

PLATE HEIGHT

EL. 110'-0"

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

2x4 INTERIOR WALLSSEE SCHEDULE FORFINISHES CONCESSIONSWOMENMENEQUIPMENT/STORAGE

101B 103A

MECH.

CHASE

DR. HD. HT.

EL. 108'-0"

4'-0

"3'

-4"

2'-0"2'-0"

PLATE HEIGHT

EL. 110'-0"

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

4'-0

"

METAL WALL PANELS W/WEATHER BARRIER W/1/2" PLYWOOD SHEATHING W/2x6 WOOD FRAMING @ 16" O.C. W/FIBERGLASS BATT INSULATIONVAPOR BARRIER1/2" PLYWOOD SHEATHINGFRP PANELS

4" BURNISHED CMU BLOCK1" AIR SPACE W/WEATHER BARRIER O/1/2" PLYWOOD SHEATHING O/2x6 WOOD FRAMING @ 16" O.C. W/FIBERGLASS BATT INSULATIONVAPOR BARRIER1/2" PLYWOOD SHEATHINGFRP WALL PANEL

METAL FLASHING

1x BLOCKING

METAL ROOF PANELS W/ICE AND WATER BARRIER W/5/8" PLYWOOD ROOF SHEATHING W/NAILED W/ 8d NAILS @ 6" O.C. EDGES& 12" O.C. IN FIELDWOOD TRUSSES @ 24" O.C. W/BLOWN IN FIBER GLASS INSULATION (R-40)5/8" PLYWOOD W/FRP PANELS

METAL CLAD 2x8 FASCIA

VENTED METAL SOFFIT

CONCRETE FNDN. WALLSEE FOUNDATION PLAN

4" CONCRETE SLAB

ANCHOR BOLT@ 48" O.C.

THRU WALL FLASHING

1x4 PAINTED TRIM

1/2" EXPANSION MATERIAL

1 1/2" INSULATIONBAFFLE BETWEENAECH TRUSS

124

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.

1'-2

"

SIMPSON H10A CLIPPER END

DOUBLE TOP PLATE

WOOD TRUSSES @ 24" O.C.

BLOWN IN ATTIC INSULATION

3/4" PLYWOOD BOX @ PERIMETEROF ACCESS PANEL OPENING

1x4 WOOD TRIM

3/4" PLYWOOD REMOVEABLEPANEL W/ MIN. 6" FIBERGLASSBATT INSULATION

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1/4" = 1'-0"1

BUILDING SECTION 1 1/4" = 1'-0"

2BUILDING SECTION 2

1/4" = 1'-0"3

BUILDING SECTION 3 1/2" = 1'-0"

4WALL SECTION

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3/4" = 1'-0"5

CEILING ACCESS PANEL DETAIL

ROOM NO. ROOM NAME FLOOR BASEWALLS

NORTH SOUTH EAST WEST

CEILING

MAT./FIN. HEIGHTROOM NO.NOTES

101 EQUIPMENT STOR. CONC -- PLYWD./PT PLYWD./PT 10'-0" -- 101

102 MEN CONC VB FRP PANEL 10'-0" -- 102

103 MECH. CHASE CONC -- 10'-0" -- 103--

104 WOMEN CONC VB 10'-0" -- 104

105 UTILITY CONC -- 10'-0" -- 105

106 CONCESSIONS CONC VB 10'-0" -- 106

FRP PANEL FRP PANEL FRP PANEL FRP PANEL

FRP PANEL FRP PANEL FRP PANEL FRP PANEL FRP PANEL



PLYWD./PT PLYWD./PT PLYWD./PT

-- -- -- --

DOOR NO.

101A 12'-0" 8'-0" 3" MTL C MTL

WIDTH HEIGHT THK.MAT. TYPE MAT. TYPE

HEAD JAMB SILL

DETAIL HDWE. REMARKSFIRE

RATINGDOOR NO.

DOOR FRAME

CC 5/A5.01 -- -- O.H. DOOR 101A

101B 3'-0" 7'-0" 1 3/4" HM A HM 2 -- -- 101B

101C 3'-0" 7'-0" 1 3/4" HM HM 2 -- -- 101C

102A 3'-0" 7'-0" 1 3/4" HM HM 3 -- -- 102A

103A 2'-0" 7'-0" 1 3/4" HM HM 4 -- -- 103A

104A 3'-0" 7'-0" 1 3/4" HM HM 3 -- -- 104A

105A 3'-0" 7'-0" 1 3/4" HM HM 4 -- -- 105A

106A 3'-0" 7'-0" 1 3/4" HM HM

BB

1 -- -- 106A

106B 8'-0" 7'-0" 1 3/4" MTL B MTL -- -- COILING DOOR 106B

6 & 7/A5.01 8/A5.01

9/A5.01 10 & 11/A5.01 12/A5.01

1/A5.01 2 & 3/A5.01 4/A5.01

13/A5.01 14/A5.01

13/A5.01 14/A5.01

9/A5.01 10 & 11/A5.01 12/A5.01

9/A5.01 10 & 11/A5.01 12/A5.01

9/A5.01 10 & 11/A5.01 12/A5.01

9/A5.01 10 & 11/A5.01 12/A5.01

A

A

A

A

A

A

AA

AA

AA

AA

AA

AA

AA

--

--

METAL COILINGDOOR & TRACK

METAL WALLPANELS

METAL TRIM

CAULK

1/2" PLYWOOD

1/2" PLYWOOD

COILING DOOR& HOOD

HEADER - SEESTRUCTURAL

FRP PANELMETAL SOFFIT

WOOD TRUSS

1x4 PAINTED WOOD TRIM

1x4 PAINTED WOOD TRIM


1/2" PLYWOOD

FRP PANEL

FIBER GLASS BATTINSULATION

METAL WALLPANELS

METAL TRIM

1/2" PLYWOOD

2x6 FRAMING

CAULK

1x4 PAINTED WOODTRIM


1/2" PLYWOOD

FRP PANEL


METAL TRIM

1x BLOCKING


2x6 FRAMING

1" AIR SPACE

1x4 PAINTED WOODTRIM

CAULK


P-LAM COUNTERTOP

1x4 PAINTEDWOOD TRIM


CABINET - P-LAMON BACK

CONCRETE SLABSEE STRUCTURAL

1/2" EXPANSIONMATERIAL

CONCRETE FNDN.WALL - SEE STRUCTURAL

BURNISHEDCMU BEYOND

METAL PANELBEYOND

4" CONCRETESLAB

2" RIGIDINSULATION


SLOPE SILL 1/2"TO DRAIN

2" RIGID INSULATION

2x10 BLOCKINGAS REQUIRED

METAL OH DOOR& TRACK

METAL WALLPANELS

METAL TRIM

WEATHERSTRIPPING

CAULK

1/2" PLYWOOD

1/2" PLYWOOD


2x6 FRAMING


1x



METAL WALLPANELS

METAL TRIM

WEATHERSTRIPPING

1/2" PLYWOOD


2x6 FRAMING

1/2" PLYWOOD

1x




METAL TRIM

WEATHERSTRIPPING

1x BLOCKING


2x6 FRAMING

1/2" PLYWOOD

1x

1" AIR SPACE

1/2" PLYWOOD




BURNISHEDCMU BEYOND

4" CONCRETESLAB

2" RIGIDINSULATION



WEATHERSTRIPPING

2" RIGID INSULATION

SLOPE SILL 1/2"TO DRAIN

METAL WALLPANELS

METAL TRIM

CAULK

1/2" PLYWOOD

1/2" PLYWOOD


FRP PANEL WHEREAPPLICABLE - SEESCHEDULE

DOOR FRAMESEE SCHEDULE

DOOR - SEESCHEDULE

8 3/4"

2"

CAULK

2x6 FRAMING


METAL WALLPANELS

CAULK

1/2" PLYWOOD

1/2" PLYWOOD



DOOR - SEESCHEDULE

CAULK

8 3/4"

2"

2x6 FRAMING


1/2" PLYWOOD



DOOR - SEESCHEDULE

CAULK


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2x6 FRAMING

1" AIR SPACE

CAULKING

8 3/4"

2"

1/2" PLYWOOD




BURNISHEDCMU BEYOND

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2" RIGIDINSULATION


DOOR - SEESCHEDULE

5 3/4"

2"

1/2" PLYWOOD TYP.EXCEPT 103 MECH. CHASE



DOOR - SEESCHEDULE

CAULKHEADER - SEESTRUCTURAL

1/2" PLYWOOD TYP.EXCEPT 103MECH. CHASE

2x4 FRAMING



DOOR - SEESCHEDULE

CAULK1/2" PLYWOOD TYP.EXCEPT 103MECH. CHASE

2x4 FRAMING

5 3/4"

2"

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1 1/2" = 1'-0"1

COILING DOOR - HEAD

1 1/2" = 1'-0"2

COILING DOOR - JAMB @ WALL PANEL

1 1/2" = 1'-0"3

COILING DOOR - JAMB @ CMU

1 1/2" = 1'-0"4

COILING DOOR - SILL

1 1/2" = 1'-0"5

O.H. DOOR - HEAD

1 1/2" = 1'-0"6

JAMB @ WALL PANEL

1 1/2" = 1'-0"7

O.H. DOOR - JAMB @ CMU

1 1/2" = 1'-0"8

O.H. DOOR - SILL

1 1/2" = 1'-0"9

HM EXT DOOR - HEAD

1 1/2" = 1'-0"10

JAMB @ WALL PANEL

1 1/2" = 1'-0"11

HM EXT DOOR - JAMB @ CMU

1 1/2" = 1'-0"12

HM EXT DOOR - SILL

1 1/2" = 1'-0"13

HM INT DOOR - HEAD

1 1/2" = 1'-0"14

HM INT DOOR - JAMB

HM EXT DOORO.H. DOOR

DOOR TYPES

FRAME TYPES

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6"3'-0"

5'-0"

1"

3'-0"

1"

3'-0"

1"

5'-5 1/4"

2'-1

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VINYL BASE

FRP PANELS

24" x 36" MIRRORS

3'-4

"

6" 3'-6"

3'-0

"

1'-5

"


FRP PANELS

VINYL BASE

3'-0

"

1'-5

"

6" 3'-0"

2'-1

0"

5'-0"

1"

3'-0"

1"

3'-0"

1"

5'-5 1/4"


FRP PANELS

VINYL BASE

3'-4

"

24" x 36" MIRRORS

6"3'-6"

3'-0

"

1'-5

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FRP PANELS

VINYL BASE

3'-0" 3'-0" 3'-0" 2'-6" FILLER PANELFILLER PANEL

2'-6"

3'-0

"

2'-1

0"

ADJUSTABLESHELF

6" BACKSPLASH

FRP WALLPANELS

4" BACKSPLASH

COILINGDOOR

P-LAMCOUNTERTOP


VINYL BASEFILLER PANEL 2'-0" 9" 2'-0"

SINK BASE CAB'S

4'-9"

FILLER PANEL

2'-6"

3'-0

"

4" BACKSPLASH

FRP WALLPANELS

SINK

P-LAMCOUNTERTOP

VINYL BASE


SINK

4" BACKSPLASH

FRP WALLPANELS

1'-7" 3'-0" 3'-0" 3'-0"

2'-0"

2'-1

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3'-0

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7'-0

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SANITARY NAPKINDISPOSALS

SANITARY NAPKINDISPENSER

TOILET SEAT COVERDISPENSER

PAPER TOWELDISPENSER

PAPER TOWELDISPENSER /RECEPTACLE

MIRROR TOILET PAPERDISPENSER

AUTOMATICHAND

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BABY CHANGINGSTATION

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1/4" = 1'-0"1

MEN - EAST 1/4" = 1'-0"

2MEN - SOUTH

1/4" = 1'-0"3

WOMEN - WEST 1/4" = 1'-0"

4WOMEN - SOUTH

1/4" = 1'-0"5

CONCESSIONS - NORTH 1/4" = 1'-0"

6CONCESSIONS - SOUTH

1/4" = 1'-0"7

CONCESSIONS - WEST

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24" DEEP CABINETS

24" DEEP

30" DEEP CABINETS

1/2" = 1'-0"8

STANDARD HEIGHTS DETAIL

STRUCTURAL DESIGN CRITERIA A. DESIGN CODE:

1. INTERNATIONAL BUILDING CODE (IBC 2009)2. ASCE 7-2010

B. DESIGN LOADS:

1. ROOF DEAD LOAD:METAL ROOF PANELS = 3 psfPLYWOOD DECK = 2 psfWOOD TRUSSES = 4 psfCEILING = 3 psfMECH./LIGHTING = 3 psfINSULATION = 5 psf

MISC. = 5 psfTOTAL DEAD LOAD = 25 psf

2. ROOF LIVE LOAD: = 20 psf

3. ROOF SNOW LOAD:

GROUND SNOW LOAD (Pg) = 40 psfFLAT ROOF SNOW LOAD (Pf) = 35 psf USEDUNBALANCED SNOW LOAD (Pu) = VARIES BY LOCATIONSNOW EXPOSURE FACTOR (Ce) = 1.0SNOW LOAD IMPORTANCE (Ig) = 1.2ROOF THERMAL FACTOR (Ct) = 1.0

DRIFTING SNOW = VARIES BY LOCATIONROOF TOTAL LOAD = 60 psf

4. WIND LOAD:

BASIC WIND SPEED = 90 mphEXPOSURE FACTOR = CWIND LOAD IMPORTANCE (Iw) = 1.15SIMPLIFIED PROCEDURE

5. EARTHQUAKE LOAD:

SITE CLASS = E SEISMIC USE GROUP = III

SEISMIC DESIGN CATEGORY = BSPECTRAL RESPONSE COEFFICIENTS:

S = .073S = .056

BASIC SEISMIC FORCE RESISTING SYSTEM:LOAD BEARING WOOD SHEAR WALLSANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE

6. ALLOWABLE SOIL BEARING:

STRIP FOOTING = 1500 psf*COLUMN FOOTING = 1500 psf*

*ALLOWABLE SOIL BEARING NUMBERS BASED ON PRESUMED SOIL PRESSURE

GENERAL

A. FOR FIELD LAYOUT AND SHOP DETAILING, THE CONTRACTOR MUST VERIFY AND COORDINATE DIMENSIONS ON ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAWINGS AND IMMEDIATELY REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT AND ENGINEER OF RECORD. CONTRACTOR MUST VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS.

B. THE CONTRACTOR SHALL SHORE AND BRACE ALL BEAMS CARRYING MASONRY AS REQUIRED TO PREVENT MOVEMENT DURING WALL ERECTION.

C. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED BEFORE BEGINNING EXCAVATION.

D. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS.

E. THE GENERAL CONTRACTOR SHALL REPORT ALL NON-CONFORMING TEST REPORTS TO THE ENGINEER OF RECORD FOR REVIEW BEFORE PROCEEDING.

F. THE CONTRACTOR IS RESPONSIBLE FOR BRACING ALL STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS REQUIRED UNTIL PROJECT IS COMPLETE.

G. PIPES, DUCTWORK AND OTHER MECHANICAL OR PLUMBING FIXTURES TO BE SUPPORTED FROM THE TOP CHORD OF BAR JOISTS ONLY UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER OF RECORD.

H. PROVIDE ISOLATION JOINTS IN THE SLAB ON GRADE AROUND ALL COLUMNS.

FOUNDATIONS

A. GENERAL1. FOUNDATION DESIGN IS BASED UPON PRESUMED SOIL BEARING

CAPACITY OF 1500 PSF. GENERAL CONTRACTOR TO RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO VERIFY ALL BEARING CAPACITIES, COMPACTIONS, FILL REQUIREMENTS AND SITE REQUIREMENTS. GENERAL CONTRACTOR TO FOLLOW GEOTECHNICAL REPORT REQUIEMENTS ON ALL.

2. PROTECT FOUNDATION EXCAVATIONS FROM FROST; DO NOT PLACE CONCRETE ON FROZEN GROUND

3. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE THE PLACEMENT OF CONCRETE.

4. FROST DEPTH = 42". CONTRACTOR TO COORDINATE FOUNDATION WITH GRADING PLAN TO MAINTAIN THIS MINIMUM REQUIREMENT ABOVE BOTTOM OF ALL FOOTINGS.

5. PROVIDE FOUNDATION DRAINAGE IN ACCORDANCE WITH STANDARD INDUSTRY PRACTICE, THE CODE AND SOILS REPORT.

6. SOIL IMPROVEMENT AND FILL PLACEMENT TO BE IN ACCORDANCE WITH STANDARD INDUSTRY PRACTICE AND THE SOILS REPORT.

7. CONSTRUCTION DETAILS FOR ALL SLABS-ON-GRADE SHALL BE IN ACCORDANCE WITH STANDARD INDUSTRY PRACTICE AND THE SOILS REPORT.

8. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH ASTM-D698.

9. ANY AND ALL BACKFILL TO BE INSTALLED IN 6" TO 8" LIFTS COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY.

10. ALL FOOTINGS TO BE CENTERED UNDER WALLS, PIERS OR COLUMNS UNLESS OTHERWISE NOTED.

CONCRETE MASONRY

A. GENERAL1. ALL MASONRY UNITS SHALL BE ASTM-C90 DESIGN. ASSEMBLY STRENGTH f'm=1500 psi. INDIVIDUAL CONCRETE MASONRY

UNITS f'm=1900 psi. GROUT AND REINFORCE AS NOTED ON PLANS.

2. ALL GROUT FOR MASONRY SHALL CONFORM TO ASTM-C476. GROUT SHALL BE PROPORTIONED FOR 3000 psi COMPREHENSIVE

STRENGTH AT 28 DAYS WITH A SLUMP OF 10"(±1") USING 3/8" MAXIMUM SIZE COURSE AGGREGATE.

3. ALL MASONRY MORTAR TO BE MIXED PER ASTM-C270. USE TYPE "N" FOR ABOVE GRADE AND BRICK; USE TYPE "S" FOR BELOW GRADE.

4. PROVIDE PROTECTION FOR REINFORCING BARS AS FOLLOWS:MASONRY:

VERTICAL REINFORCING = 3/4"BOND BEAM = 1"

5. ALL VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT TO MAINTAIN CONTINUOUS UNOBSTRUCTED CELLS.

CORES THAT REQUIRE VERTICAL REINFORCING TO HAVE BARS CENTERED IN WALLS UNLESS OTHERWISE NOTED.

6. ALL BOND BEAMS SHALL BE GROUTED SOLID AND REINFORCED WITH (2) #5 REBAR UNLESS OTHERWISE NOTED. LAP ALL REINFORCING STEEL 48 BAR DIAMETERS MINIMUM.

7. PROVIDE BOND BEAMS AT ALL WALLS SUPPORTING ROOF TRUSSES, 10'-0" O.C. VERTICALLY BETWEEN, AND FLOOR SLABS AND AT ALL LOCATIONS SHOWN. PROVIDE WIRE LATHE. GROUT BARRIERS CONTINUOUS BELOW ALL BOND BEAMS.

8. GROUT SOLID UNDER THE ENDS OF ALL BEAMS AND LINTELS ±8" FOR FULL HEIGHT OF WALL UNO. (1) #5 TO BE INSERTED AT LOCATION FULL HEIGHT UNLESS NOTED OTHERWISE.

9. ALL GROUTING TO USE LOW LIFT TECHNIQUES. MAX. GROUT LIFTS 4'-0"

10. ALL MASONRY WALLS SHALL HAVE LADDER TYPE HORIZONTAL REINFORCEMENT WITH (3) 9 GAUGE WIRES UNLESS OTHERWISE NOTED. SPACE JOINT REINFORCEMENT AT 16" O.C. VERTICALLY TYP. LAP JOINT REINFORCING 6" MIN. AT SPLICE LOCATIONS.

11. DOWELS TO SUPPORTING STRUCTURE TO MATCH VERTICAL WALL REINFORCING.

12. NON-SHRINK GROUT TO BE USED ON ALL COLUMN BASEPLATES PRIOR TO SETTING ROOF JOISTS.

13. CELLS TO BE GROUTED FULL AT ALL EXPANSION ANCHOR LOCATIONS.

14. EXTERIOR MASONRY WALLS TO BE RUNNING BOND PATTERN UNLESS OTHERWISE NOTED.

15. ALL EXTERIOR WALL LINTELS TO BE HOT DIPPED GALVANIZED.

16. IN ADDITION TO VERTICAL REINFOREMENT SPECIFIED ON PLANS, VERTICAL REBAR TO BE PLACED IN FIRST 3 CELLS AT ALL CORNERS, INTERSECTIONS, DOOR AND WINDOW JAMBS, EACH SIDE OF MOVEMENT JOINTS, AND AT WALL ENDS AND BREAKS. GROUT SOLID FULL HEIGHT OF WALL @ LOCATIONS. REBAR SIZE AND QUANTITY OF BARS PER CELL TO MATCH ADJOINING WALL REINFORCING.

17. ALL EXTERIOR CMU WALL REINFORCING (U.N.O.) TO BE #5 VERT'S @ LOCATIONS SHOWN ON PLANS, GROUT CORES SOLID FULL HEIGHT @ REBAR LOCATIONS.

CONCRETE

A. GENERAL1. REINFORCED CONCRETE TO HAVE THE FOLLOWING 28 DAY

COMPREHENSIVE STRENGTHS (F'c)

FOUNDATION WALLS 4000 psiINTERIOR & EXTERIOR SLABS ON GRADE 4000 psiSTRUCTURAL BEAMS 4000 psiGRADE BEAMS 4000 psiSTRIP FOOTINGS 4000 psiSPREAD FOOTINGS 4000 psi

2. CONCRETE TO CONFORM TO LATEST ADDITION OF ACI-301

3. PROVIDE PROTECTION FOR REINFORCING BARS AS FOLLOWS:

CAST-IN-PLACE CONCRETECONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH ...........................3"CONCRETE EXPOSED TO EARTH AND WEATHER (FORMED)

#5 AND SMALLER......................1 1/2"#6 AND LARGER........................2"

CONCRETE NOT EXPOSED TO WEATHER AND NOT IN CONTACT WITH GROUND:

SLABS AND WALLS.................... 3/4"BEAMS AND COLUMNS..............1 1/2"

4. LATEST EDITION OF ACI-318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE TO BE FOLLOWED.

5. LATEST EDITION OF ACI-117 STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION TO BE FOLLOWED.

6. LATEST EDITION OF ACI-347 RECOMMENDED PRACTICE FOR CONCRETE FRAMEWORK TO BE FOLLOWED.

7. ALL WATER TO BE POTABLE.

8. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE 6% (±1%) AIR ENTRAINMENT.

9. ACI-305 TO BE FOLLOWED FOR HOT WEATHER CONCRETING.

10. ACI-306 TO BE FOLLOWED FOR COLD WEATHER CONCRETING.

11. ALL READY MIX CONCRETE TO CONFORM TO ASTM-C94

12. ALL ANCHOR BOLTS TO CONFORM TO ASTM-A36 WITH FULL THREADED PROJECTIONS

13. SLABS ON GRADE TO BE CAST ALLOWING A SUFFICIENT NUMBER O JOINTS TO ADEQUATELY CONTROL SHRINKAGE CRACKING. SAW CUTTING SHALL BE DONE AS SOON AS PRACTICAL AFTER CASTING OR WITHIN 16 HOURS OF INITIAL PLACING OPERATION. ALL SLABS ON GRADE TO HAVE SAW CUT CONTROL JOINTS. UNO LOCATE JOINT ALONG COLUMN LINES WITH INTERMEDIATE JOINTS SPACED AT A

MAX. OF 36 TIMES THE SLAB THICKNESS, UNO. CONTROL JOINTS HAVE A MAX. LENGTH TO WIDTH RATIO OF 1.5 TO 1. PROVIDE ADDITIONAL CONTROL JOINTS AT ALL RE-ENTRANT CORNERS FORMED IN SLAB ON GRADE.

14. CONCRETE TO BE REGULAR WEIGHT WITH ASTM-C150 TYPE 1 PORTLAND CEMENT. ALL FINE AND COARSE AGGREGATES TO CONFORM TO ASTM-C33

15. SLEEVES AND OPENINGS IN WALLS, BEAMS AND SLABS NOT SHOWN ON STRUCTURAL DRAWINGS OR OUTSIDE THE PARAMETERS O TYPICAL SLEEVE DETAILS ARE NOT PERMITTED, UNLESS APPROVED BY THE STRUCTURAL ENGINEER.

16. CONDUIT AND PIPES EMBEDDED IN SLABS, WALLS OR BEAMS SHALL BE NO LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL MEMBER THICKNESS AND SHALL BE PLACED NO CLOSER THAN 3 DIAMETERS OR WIDTHS ON CENTER.

17. INTERIOR SLAB ON GRADE TO HAVE 15-MIL. VAPOR BARRIER PLACED DIRECTLY UNDER SLAB.

18. BEGIN CURING OF SLAB AS SOON AS WATER IS NOT VISABLE ON SURFACE.

19. FINISH CONCRETE SUSPENDED SLABS AND SLABS-ON-GRADE PER THE FOLLOWING CRITERIA ACCORDING TO ASTM E 1155. COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. A. SLABS-ON-GRADE - FINISH AND MEASURE SURFACE SO GAP AT ANY POINT BETWEEN CONCRETE SURFACE AND AN UNLEVELED, FREESTANDING, 10-FT-(3.05m) LONG STRAIGHT EDGE RESTING ON TWO HIGH SPOTS AND PLACE ANYWHERE ON THE SURFACE DOES NOT EXCEED 1/8 INCH.

CONCRETE REINFORCEMENT

A. GENERAL1. ALL REINFORCING STEEL TO BE ASTM-A615, GRADE 60(FY=60,000psi)

DEFORMED BARS UNLESS OTHERWISE NOTED.

2. WELDED WIRE FABRIC (SMOOTH) SHALL BE INSTALLED IN FLAT SHEETS AND BE GRADE 65 (65ksi YIELD STRENGTH)

3. ALL REINFORCING BARS TO BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI-315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.

4. ALL REINFORCING, INCLUDING DOWELS, SHALL BE SECURELY TIED AND CAST WITH THE LOWER MEMBER. PLACING REINFORCING AFTER CONCRETE HAS BEEN PLACED (FLOATING) IN NOT ALLOWED.

5. WELDING OF REINFORCING IN NOT ALLOWED. UNO

6. FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

7. ALL REINFORCING SHALL BE CONTACT LAP SPLICED OR DOWELED 36 BAR DIAMETERS MINIMUM OR 12" (WHICHEVER IS GREATER). BARS TO BE LAPPED SPLICED ONLY IN AREAS OF LOW STRESS. ALL BARS TO BE CONTINUOUS OTHERWISE.

8. DOWELS BETWEEN FOUNDATION AND WALLS TO BE INSTALLED AND BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL WALL REINFORCING UNO.

9. PROVIDE BENT CORNER BARS TO MATCH HORIZONTAL REINFORCING AT ALL CORNERS AND INTERSECTIONS.

10. SLAB ON GRADE TO BE 4" CONCRETE REINFORCED #4 REBAR @ 16" O.C. EACH WAY.

11. SCREEDING, RE-STRAIGHTENING AND FINISHING OPERATIONS TO COMPLY WITH ACI-302.1R RECOMMENDATIONS.

12. MECHANICALLY VIBRATE CONCRETE PER STANDARD PRACTICE.

WOOD

A. GENERAL WOOD FRAMING1. DESIGN AND CONSTRUCTION OF ALL WOOD MEMBERS ALONE OR AS A SYSTEM COMPONENT TO BE IN ACCORDANCE WITH THE CODE AND THE FOLLOWING:

A. NATIONAL DESIGN SPECIFICATIONS FOR WOOD AND FASTENING OF WOOD MEMBERS (NDS)

B. WESTERN WOOD PRODUCTS ASSOCIATIONC. NATIONAL LUMBER MANUFACTURERS ASSOCIATIOND. NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA)E. NATIONAL PLYWOOD ASSOCIATIONF. U.S. PRODUCTS STANDARD PS20

2. ALL TIMBER FOR LOAD BEARING ASSEMBLIES -BEAMS, COLUMNS, STUDS, BLOCKING, NAILERS AND MISC. LUMBER- SHALL BE #2 GRADE HEM. FIR (MIN.) UNLESS NOTED OTHERWISE. MEMBERS SPECIFIED FOR USE IN STRUCTURAL COLUMNS AND BEAMS (INCLUDING HEADERS) SHALL BE VOID OF ANY SIGNIFICANT DEFECTS (i.e. CHECKING, WARPING, etc.) AT TIME OF ERECTION.

3. NO SPLICING OF LOAD BEARING STUDS SHALL BE ALLOWED UNDER ANY CIRCUMSTANCES.

4. ALL FRAMING NOT SPECIFICALLY DETAILED IN THE DRAWINGS SHALL MEET THE REQUIREMENTS OF THE REFERENCED DESIGN BUILDING CODE AS A MINIMUM.

5. ALL TIMBER COMPONENTS IN DIRECT CONTACT WITH CONCRETE SHALL BE TREATED OR OTHERWISE PROTECTED FROM DEGRADING ELEMENTS.

6. STRAP TIES AND OTHER FASTENERS TO BE BY Simpson-Strong-Ties AS NOTED ON THE PLAN OR EQUAL.

7. ALL FASTENERS TO TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (HDG) OR EQUAL.

8. NAIL ALL WOOD MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE BY STRUCTURAL DRAWINGS.

9. INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS.

10. ALL EXTERIOR MEMBERS TO BE WOLMANIZED, TREATED, OR OTHERWISE PROTECTED FROM THE ELEMENTS.

11. BOTTOM PLATES OF NON LOAD BEARING WALLS CAN BE ANCHORED TO CONCRETE FLOOR WITH #8 CONCRETE NAILS OR POWER-DRIVEN FASTENERS @ 24" O.C. (OR EQUAL)

12. 5/8" THICK 32/16 APA RATED EXPOSURE 1 PLYWOOD TO BE USED AS ROOFING SHEATHING. SHEATHING TO COMPLY WITH PRODUCT STANDARD PS1.

13. ALL HARDWARE USED IN EXTERIOR APPLICATIONS TO BE NON STAINING AND NON CORROSIVE.

14. MANUFACTURED WOOD TRUSSES;

A. WOOD TRUSS DESIGN AND SHOP DRAWINGS TO BE CERTIFIES BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF THE PROJECTS LOCATION.

B. PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE THE LATEST ADDITION OF THE TRUSS PLATE INSTITUTES NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED CONSTRUCTION (TPI-1). TRUSSES TO BE DESIGNED PER REQUIREMENT BY IBC 2006 AND ASCE 07.

C. THE MAXIMUM ALLOWABLE DEFLECTION FOR ROOF TRUSSES ARE:1. TOTAL LOAD---L/1802. LIVE LOAD----L/240

-NOTE: TRUSS MNFG. TO DESIGN ADJOINING ROOF & FLOOR TRUSSES TO HAVE NO MORE THAN 1/2" DIFFERENCE IN DEFLECTION FOR TRUSSES 30' AND LONGER AND 1/4" DEFLECTION FOR TRUSSES LESS THAN 30'

E. SHOP DRAWINGS FOR ROOF TRUSSES, INCLUDING A COPY OF THE DESIGN CALCULATIONS, SHALL

BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

F. TRUSSES SHALL BE TEMPORARILY AND PERMANENTLY BRACED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TRUSS MANUFACTURER TO DESIGN & SUPPLY ANY & ALL REQUIRED TRUSS BRACING.

G. THE CENTER TO CENTER SPACING OF THE ROOF TRUSSES SHALL NOT EXCEED 24".

H. ALL TRUSS BEARING LOCATIONS TO HAVE A SIMPSON BRAND OR EQUIVALENT HOLD-DOWN ANCHOR. TRUSS MANUFACTURER TO DESIGN & SUPPLY ANY & ALL REQUIRED TRUSS CONNECTIONS & HOLDOWNS.

I. HANDLE AND ERECT TRUSSES IN ACCORDANCE WITH TPI HIB-91.

J. TRUSS MANUFACTURER TO DESIGN FOR ALL RTU POINT LOADS & DRIFTING IN ADDITION TO ALL STANDARD LOADS.

SEE MECHANICAL PLANS FOR ALL APPLICABLE RTU LOADS.

15. GLU-LAM BEAMS TO BE: ARCHITECTURAL APPEARANCE. COMBINATION-1650 F V5 DF/DF (DOUGLAS FIR/DOUGLAS FIR OR EQUAL SYP/SYP) SPECIES, INNER AND OUTER LAMINATIONS MATCHING. Fb = 1650 psi & E = 1,800,000 psi MINIMUM, Fv = 175 psi MINIMUM.

QUALITY CONTROL NOTES

SPECIAL INSPECTION:

THE FOLLOWING WORK IS REQUIRED TO BE SPECIAL INSPECTED IN ADDITIONTO REGULAR INSPECTIONS PER IBC CHAPTER 17 REQUIREMENTS.

TESTING SHALL BE MADE IN ACCORDANCE WITH THE CURRENT CODE BY ANAPPROVED SPECIAL TESTING LAB OR SPECIAL INSPECTOR RETAINED BY THEOWNER.

TESTING:

THE FOLLOWING WORK ITEMS ARE REQUIRED TO BE TESTED PER IBC SECTION 1704.

ITEM

1. EARTHWORK2. REINFORCED CONCRETE

MATERIAL TESTING

COMPACTION TESTSCONCRETE SPECIMENS

FREQUENCY

CONTINUOUSPERIODIC

SHOP DRAWINGS:

SHOP DRAWINGS TO BE SUPPLIED TO THE ARCHITECT AND ENGINEER OF RECORDFOR REVIEW.

SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS:

ITEM

1. CONCRETE REINFORCING2. PREFABRICATED WOOD TRUSS

P.E. SEALED

NOT REQUIREDREQUIRED

SHOP DRAWINGS TO INCLUDE BUT NOT BE LIMITED TO:LAYOUT, SIZE, LENGTHS, LAP LENGTHS, EMBEDMENT, MATERIAL STRENGTH,QUANTITY, SPACING, DETAILED CONNECTIONS, ETC...

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A4.01

74'-10"

10"

10"

22'-1

0"

10"

WALL FOOTINGWIDTH: 1'-6"DEPTH: 1'-0"REINF: W/ (3) #5 CONT.

WALL FOOTINGWIDTH: 1'-6"DEPTH: 1'-0"REINF: W/ (3) #5 CONT.

2'-0

1/2

"

10"

5'-0

"

8"8"

5'-0"

8"

5'-0"

8" 8"

28'-5"5'

-0"

8"

28'-5" 5'-0"

8" 8"

5'-0

"8"

11'-0" 10'-0"

8" 8"

5'-0

"

8"

20'-5"

SLOPE TOP OF WALL1/2" @ COUNTER DOOR

SLOPE TOP OF WALL1/2" @ O.H. DOOR

CONTINUOUSFOUNDATION WALL

THICKEN SLAB TO12" @ CHASE WALL,REINFORCE W/ (6)#4 BARS LONG WAY

4" CONCRETE SLAB W/2" RIGID INSULATION W/VAPOR BARRIER W/4" GRANULAR FILLREINFORCE W/ #4@ 16" O.C. EACH WAYTOP OF SLAB = 100'-0"

C.J.

C.J.

1

S1.03

4

S1.03

TYP. TYP.


SLOPE TOP OF WALL1/2" @ COUNTERDOOR


23'-7 1/2"5'-0"6'-1 1/2"

THICKEN SLAB TO12" @ SHEAR WALLABOVE, REINFORCEW/ (3) #4 BARS LONGWAY

25'-4"

1'-4"10'-8"1'-4"10'-8"1'-4"

9'-4

"

1'-4

"6'

-8"

1'-4

"

8"8'

-0"

8"

8"8"

8"8"

8" 8" 8"8"

8" TRENCH FNDN. WALLREINF. W/ #4 BARS @16" O.C. EACH WAY(TOP OF WALL = 99'-4")

4" CONCRETE SLAB W/2" RIGID INSULATION W/VAPOR BARRIER W/4" GRANULAR FILLREINF. W/ #4 @ 16" O.C.EACH WAY

SLOPEFLOOR 1"

TOP OF SLAB100'-0"

2

S1.03

P-1100'-0"

P-4108'-0"

P-1100'-0"

P-3110'-0"

P-3110'-0"

P-2100'-0"

P-2100'-0"

P-4108'-0"

P-3110'-0"

P-4108'-0"

P-1100'-0"

P-1100'-0"

TYP. ALLSODES

DESIGNATION(TYPE)

P1

REINFORCING

VERTICAL TIESDOWELS REMARKS

P2

P3

P4

(8) #5

#5 EACHCMU CELL

(8) #5

(6) #5

#3 @ 12" O.C. + (2) @ TOP

#3 @ 12" O.C. + (2) @ TOP

#3 SPIRAL @ 2" O.C.

--

--

24" EMBED INTOCONCRETE PIER

24" EMBED INTOCONCRETE PIER CMU BLOCK

PIER SCHEDULE NOTES- DOWEL BAR SIZE & NUMBER TO MATCH VERTICAL REINFORCING

- DOWEL TAILS TO BEND TO NEAREST OUTSIDE PERIMETER OF FOOTING

- PIERS TO BE CAST MONOLITHICALLY WITH BASEMENT WALL OR FOUNDATION

PIER SCHEDULE

--

TIES - SEE SCHEDULE

PIER SCHEDULE

8"8"

8"8"

PL

AN

VIE

WH

OR

IZ.

SE

CT

ION

8"8"

8"8"

1'-1"

1'-1

"

1 1/2" CLR. TYP.

VERTICALS- SEE SCHEDULE

P1

8"8"

1'-4"

1'-1"

1'-1

"

1 1/2" CLR. TYP.

TIES - SEE SCHEDULE


P2 P3

SIMPSON COLUMNCAP - SEE 2/S2.01

WOOD BEAM- SEE PLAN

SPIRAL TIES- SEE SCHEDULE


1 1/2" CLR. TYP.

P4

(2) ROWS OF BONDBEAMS @ TOP W/(2) #5 BARS CONT.

WOOD BEAM- SEE PLAN

WOOD BEAM- SEE PLAN

1'-4

"

1'-4"

#5 VERTICALS &FULL HEIGHT SOLIDGROUT EACH CELL

100'-0"

99'-4"

100'-0"

99'-4"

110'-0"

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1/4" = 1'-0"1

FOUNDATION PLAN CONCESSION/STORAGE FACILITY 1/4" = 1'-0"

2FOUNDATION PLAN DUGOUT

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FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

4'-0

"

CONCRETE FNDN. WALL W/2" RIGID INSULATION @ PERIMETERREINF. W/ #4 HORIZ. @ 12" O.C. &#4 VERT. @ 16" O.C.

4" CONCRETE SLAB, REINF. W/ #4 @ 16"O.C. EACH WAY, 2" RIGID INSULATION,VAPOR BARRIER, 4" MIN. GRANULAR FILL

(2) #4 CONTINUOUS@ TOP & BOTTOM

THRU WALL FLASHING


(3) #5 CONTINUOUS

PLA

N

SE

E F

ND

N.

SEE FNDN. PLAN

3"3"

3" C

LR.

3" CLR.

5/8" DIA. ANCHOR BOLT @ 48" O.C.AND WITHIN 12" OF CORNERS &BREAKS, TYP. (8" EMBED)

8"

8"

(2) #4 TYP. @ PERIMETER

#4 DOWELS @ 16" O.C.(ALTERNATE DIRECTION)

30"6"

PRESSURE TREATEDBOTTOM PLATE

2x6 FRAMING@16" O.C.

SEE ARCHITECTURALWALL COMPONENTS

(2) #4 TYP. @PERIMETER

FIN. FLR.

EL. 99'-11"

TRENCH FOOTING

EL. 95'-11"

BOTTOM OF

8"

8"

REINF. W/ #4 BARS@ 16" O.C. EACH WAY

#4 HORIZ. @ 12" O.C. W/(2) @ TOP & BOTTOM

2" RIGID INSULATION

#4 VERT. @ 16" O.C.

#4 DOWEL@ 16" O.C. 18"

18"

3"

3"

1/4" WIDE x 1 1/4" DEEP SAWNOR TOOLED CONTROL JOINTFILL JOINT W/ SEALANT

REINF. - SEE SHEET S1.01"CONCRETE REINFORCING"

15 MIL. VAPOR BARRIER

COMPACTED ENGINEEREDFILL (SEE SPEC.)

SAW CUT CONTROL JOINTCONT. W/ SEALANT

15 MIL. VAPOR BARRIERFOLLOWS BOTTOM OFSLAB CONTOUR

CONTROL JOINT (CJ)

EXPANSION JOINT (EJ)

REINF. - SEE SHEET S1.01"CONCRETE REINFORCING"

2x4 CONT. KEYWAY@ MID DEPTHD

2D

8"

2 1

FIN. FLR.

EL. 100'-0"

T.O. FOOTING

EL. 96'-0"

4'-0

"

4" CONCRETE SLAB,REINF. W/ #4 @ 16"O.C. EACH WAY W/ 2"RIGID INSULATION W/GRANULAR FILL


PLA

N

SE

E F

ND

N.

SEE FNDN. PLAN

SEE FNDN. PLAN

1/2" RADIUS

2" RIGID INSULATION

(2) #4 BARS CONTINUOUS

SLOPE 1:50

8"3'

-5"

5'-0"

8"(2) #4 TYP. @PERIMETER

#4 HORIZ. @ 12" O.C. W/(2) @ TOP & BOTTOM

#4 VERT. @ 16" O.C.

#4 DOWEL@ 16" O.C.

18"18"

TRENCH FOOTING

EL. 95'-11"

BOTTOM OF

(2) #4 TYP. @ PERIMETER

3" CLR.

3" C

LR.

3"3"

CONCRETE FNDN. WALL W/2" RIGID INSULATION @ PERIMETERREINF. W/ #4 HORIZ. @ 12" O.C. &#4 VERT. @ 16" O.C.

(3) #5 CONTINUOUS

#4 DOWELS @ 16" O.C.(ALTERNATE DIRECTION)

30"6"

4" CONCRETE SLAB, REINF. W/ #4 @ 16"O.C. EACH WAY, 2" RIGID INSULATION,VAPOR BARRIER, 4" MIN. GRANULAR FILL

4x4x1/4" GALVANIZED ANGLE, 5/8" DIA.GALVANIZED ANCHOR BOLT @ 24" O.C.& 12" FROM ENDS (6" EMBED)

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3/4" = 1'-0"1

TYP. FOUNDATION WALL DETAIL 3/4" = 1'-0"

2TRENCH FOUNDATION WALL DETAIL

1" = 1'-0"3

CONTROL JOINT DETAIL 3/4" = 1'-0"

4FROST FREE STOOP DETAIL

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PRE-MANUFACTUREDWOOD TRUSSES @ 24" O.C.

WOOD HEADER - H1

WOOD HEADER - H2

WOODHEADER - H1

WOOD HEADER - H1

WOOD HEADER - H1

WOOD HEADER - H2

OVERHANG (TYP.)

2'-0"

OV

ER

HA

NG

(T

YP

.)2'

-0"

DROPPED TOP CHORDEND TRUSS W/ 2x WEBNAILERS @ 24" O.C.RIDGE LINE

2x6

OU

TR

IGG

ER

S @

24"

O.C

.

DROPPED TOP CHORDEND TRUSS W/ 2x WEBNAILERS @ 24" O.C.

2x6

OU

TR

IGG

ER

S @

24"

O.C

.

5 5 4

5 5 4

7

54 5

6

8

6

6

8

6

54 5

5

A5.01

5

S2.01

2x6 CEDAR JOISTS @ 12" O.C.

3 1/8"x12"GLU-LAM BEAM

1'-4

"8'

-0"

1'-4

"

1'-1 3/4"12'-0"12'-0"1'-1 3/4"

2x6 CEDAR FASCIA TYP.



3 1/8"x12"GLU-LAMBEAM

1

2

3

1

3

2

1

3

2

(2) 2x10's

H-1

HEADER SCHEDULE

(3) 2x12'sW/ 1/2" PLYWOODSPACERS

H-2(2) PLY KINGSTUD & (2) PLYTRIMMER STUD EACH END

(2) PLY KINGSTUD & (4) PLYTRIMMER STUD EACH END

- NAIL TOP AND BOTTOM PLY TO EACH PLY OF HEADER W/ 16d's @ 6" O.C.- PLACE PLYWOOD FILLER AS NEEDED BETWEEN PLY'S OF MULTI-PLY HEADERS- ATTACH EACH MULTI-PLY STUD TOGETHER W/ (3) ROWS OF 16d NAILS, @ 8" O.C. PER ROW, PER PLY- ALL VOIDS IN EXTERIOR WALL BOX BEAM HEADERS TO BE FILLED WITH INSULATION

GENERAL NOTES

A. REFER TO ARCHITECTURAL SHEETS REGARDING ROOF SLOPE ANDBEARING, ROOF SLOPE AND BEARING ELEVATIONS.

KEY NOTES

SIMPSON CCOQ3-4SDS2.5 COLUMN CAP. (2) 3/4" DIA. H.A.S. WELDED TOBOTTOM OF CAP. (8" EMBED) - SEE S1.02 - PIER SCHEDULE "P3" FOR DETAILS

1

BEAM ATTACHES TO CONCRETE COLUMN W/ GALVANIZED STEEL HANGER.SEE 3/S2.01

2

3 SIMPSON CCTOQ-SDS2.5 COLUMN CAPW1 = 3 1/4" W3 = 3 1/4"(3) 3/4" DIA. H.A.S. WELDED TO BOTTOM OF CAP. (8" EMBED)- SEE S1.02 - PIER SCHEDULE "P4" FOR DETAILS

2x6 FASCIA BOARD CONTINUOUS WITHIN 10' OF CORNER. ATTACH TO TRUSSTAILS W/ SIMPSON LUS26 HANGER

4

TRUSS MANUFACTURER TO DESIGN TRUSS TAIL FOR 150# VERTICAL LOADFROM FASCIA BOARD

5

SIMPSON HTT4 HOLDOWN AT BASE OF WALL AT EACH LOCATION SHOWN.MINIMUM OF (2) PLY STUD WALL AT LOCATION OF HOLDOWN

6

2x6 INTERIOR SHEAR WALL. SEE 4/S2.01 FOR DETAILS7

2x6 EXTERIOR SHEAR WALL. FULL WALL HEIGHT SHEATHING ON EXTERIORSIDE OF WALL. ATTACH SHEATHING W/ 8d's @ 4" O.C. @ EDGES, 12"O.C. IN FIELD

8

NOTE:ALL OTHER EXTERIOR WALLS SIMILAR BUT SHEATHING W/ 8d's @ 6" O.C.@ EDGES, 12" O.C. IN FIELD

2x6 MINIMUM TRUSSTOP CHORDS @LOCATIONS OF BRACES

DOUBLE TOP PLATE

SIMPSON LUS26 FACEMOUNT HANGER @JACK BRACE ENDS

2x6 JACK BRACE@ 6'-0" O.C.

TRUSS BEARING

EL. SEE PLAN2x6 NAILER, FASTENW/ 16d's @ 6" O.C. TOTOP OF WALL

SIMPSON H1 CLIPPER OUTRIGGER

2x6 OUTRIGGER@ 24" O.C. TYP.

SEE PLANSEE ARCH. SHEETS FOR

OVERHANG LEGTH

2x RIM BOARD(3) 16d's PEROUTRIGGER,U.N.O.

SIMPSON LUS26 HANGERPER OUTRIGGER

WOOD TRUSSES- SEE PLAN

DROPPED TOP CHORD GABLEEND TRUSS W/ 2x WEB NAILERS@ 24" O.C. ATTACH BOTTOMCHORD TO 2x6 NAILER W/ 16d's@ 6" O.C.

SIMPSON LUS26 FACEMOUNT HANGER @ENDS OF JACK BRACE

2x6 WALL STUDS@ 16" O.C.

(2) 5/8" DIA.GALVANIZEDTHROUGHBOLTS

5"

8"

3"

2"4

1/2"

1/4" GALVANIZEDSTEEL HANGER.1/4" FILLET WELDPLATES TOGETHER

12" DIA.CONCRETECOLUMN

12" DIA.CONCRETECOLUMN

(2) 5/8" DIA.GALVANIZEDDRILL & EPOXYANCHOR BOLTS(6" EMBED)

HANGER INSIDE WIDTH = 3 1/4"

SIDE VIEW TOP VIEW

2x4 CONTINUOUS RUNNER,NAIL TO TRUSS W/ 16d's@ 8" O.C.

2x6 LADDER FRAME (FLAT)@ 24" O.C. (5) 16d's @ ENDSTO RUNNERS, (5) 16d's TODOUBLE TOP PLATE OF WALL

2x DOUBLE TOP PLATE

FULL WALL HEIGHTSHEATHING BOTH SIDESOF WALL. ATTACH W/8d's @ 6" O.C. @ EDGES,12" O.C. IN FIELD

ROOF TRUSS TO BEDESIGNED AS DRAGTRUSS. TRUSS MNFG.TO DESIGN TRUSS TOTRANSFER 210 PFLSHEAR FROM TOPCHORD TO BOTTOMCHORD LOCATION

FULL WALL HEIGHTSHEATHING BOTH SIDESOF WALL. ATTACH W/8d's @ 6" O.C. @ EDGES,12" O.C. IN FIELD

2x4 CONTINUOUS RUNNER,NAIL TO TRUSS W/ 16d's@ 6" O.C. TO TOP OF PLATE

2x DOUBLE TOP PLATE

NAIL DRAG TRUSS TORUNNER W/ 16d's @6" O.C.

ROOF TRUSS TO BEDESIGNED AS DRAGTRUSS. TRUSS MNFG.TO DESIGN TRUSS TOTRANSFER 210 PFLSHEAR FROM TOPCHORD TO BOTTOMCHORD LOCATION

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1/4" = 1'-0"1

ROOF FRAMING PLAN - CONCESSION/STOARAGE FACILITY

1/4" = 1'-0"2

ROOF FRAMING PLAN - DUGOUT

1/2" = 1'-0"5

ROOF OVERHANG DETAIL 3/4" = 1'-0"

3ATTACHMENT TO COLUMN

3/4" = 1'-0"4

INTERIOR SHEAR WALL & TRUSS CONNECTION

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