sanjosecitycollege - sjeccd plans.pdf · ross+luthin creative 848 3rd st., studio b santa rosa, ca...

SanJoseCityCollege

Wayfinding Signage Program

100% Construction Documents

March 17, 2017Vicinity Map

DesignerRoss+Luthin Creative848 3rd St., Studio BSanta Rosa, CA 95404(707)573-7359

Structural EngineerPoint 2 Structural Engineers, Inc.3701 Business DriveSuite 100Sacramento, CA 95820(916) 452-8200

Project SummaryFabrication and installation of campus wayfinding signage. Work includes, but is not limited to demolition of existing signs, demoli-tion and restoration of existing surfaces around demolished sign locations, new concrete footings and restoration of areas around new signs.

San José City College

Student & VisitorParking

Drop-OffStaff ParkingCarpool ParkingExit to Moorpark

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© 2016 all rights reserved. This drawing, and the concepts, ideas, and design development expressed herein are intended for use on this project only, and remain the sole property of the creators. Original design concepts developed as part of this work remain the property and copyright ® of their respective owners.

[email protected] Third Street. Studio BSanta Rosa CA 95404

SanJoseCityCollege

V2V1P2BID



Exit to Leigh

F LOTStudent CenterSports Complex

Fine Arts CenterBusinessGeneral EducationMulti-DisciplinaryPerforming Arts


Student Center2nd FloorDisabled StudentsProgram (DSP) EOPS/CAREFinancial AidInformation DeskInternationalStudents Job Placement Center Student HealthServices Veteran’s ResourceCenter

1st FloorAdmissions & Records Assessment CenterAssociated StudentGovernment BookstoreCafeteriaCalWORKSCampus Police Career/Transfer CenterCounseling

17 Characters MaxPer Line


8 Lines Max

7 Lines Max

Can adjust to fit


15 Lines Max.

Can Adjust to Fit Any Length

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SanJoseCityCollege

K Kiosk Directory 1.0BD Building Directory 2.0P2 Pedestrian Directonal, Secondary 3.0V1 Vehicular Directional, Primary 4.0V2 Vehicular Directional, Secondary 5.0R1 Regulatory 6.0PID Parking Area ID 7.0LPB Light Pole Banners 8.0WG Window Graphics 9.0

Overall Sign Location Plan SL.0Site Key Map SL.0.1Detailed Sign Locations SL.1-SL.19Installation Detail SL.20

Description Page

Table Of Contents

Colors

Fonts

Logo

V4

3MPurple 66

V5

3MSunflower

V6

3MDiffuser

White 60%

V1

3MWhite

V2

3MWhite Refl.

V3

3MBlack Refl.

Helvetica Neue 77 Bold Condensed

Helvetica Neue 47 Light Condensed

ABCDEFGHIJKLMNOPQRSTUVWXYZabcdefghijklmnopqrstuvwxyz1234567890

ABCDEFGHIJKLMNOPQRSTUVWXYZabcdefghijklmnopqrstuvwxyz1234567890

F1

F2

P1

PMS2597

P2

PMS130C

P3

PMS424C

P4

PMS420C

P5

White

P6

Not Used

P7

Not Used

P8

RedPMS 1795 C

P9

BluePMS 7462 C

P10

GreenPMS 362 C

P11

Orange PMS 718 C

P12

MagentaPMS 248 C

P13

TealPMS 322 C

P14

GoldPMS 130 C

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San Jose City CollégeWayfinding Signage

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SanJoséCityCollege

Side Side A Side B

Top

8"

2 Art Department 7 High Tech Center11 Reprographics

5 Cosmetology 10 Physical Education

1 Applied Science

4 Business Education13 Student Services

6 General Education

9 Performing Arts

12 Science

15 200 Building14 100 Building

3 Athletic Fields 8 Parking Structure

Science Tech

Student ServicesPerforming Arts

Art CenterCosmetology

12"

YOU ARE HERE

Directory

2 Art Department 7 High Tech Center11 Reprographics

5 Cosmetology 10 Physical Education

1 Applied Science

4 Business Education13 Student Services

6 General Education

9 Performing Arts

12 Science

15 200 Building14 100 Building

3 Athletic Fields 8 Parking Structure

Science Tech

Student ServicesPerforming Arts

Art CenterCosmetology

YOU ARE HERE

Directory

P1

P5

P5V1

P4

Adhesive vinyl directional textand graphics.

1” deep fabricatedSJCC logo withpainted finish.

P2

Aluminum bar withpainted finish.

V1

Adhesive vinyl text

Digitally printed mapon adhesive vinyl.

Painted aluminumsign cabinet withpainted finish.

Painted aluminumheader with painedfinish.

Concrete mow strip.

30"

9"

1 1/2"

24"

24"

27"

3"

35"

2 3/4"

29"

23"

1 1/2"

1/4"

6"1"

1"

6"

A1.1

B1.1

P3

Porcelain enamelpanel attached toaluminum frame.Alt: Painted alum.sign faces.

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San José City CollegeWayfinding Signage

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SanJoséCityCollege

Section

Horizontal Section

Frame Elevation

Removable 1/8” alum. top with countersunk SS fasteners.

Porcelain panel attached to frame w/ SS KVO panel clips or approved equal. Locate all fasteners in edges.Use nylon washers at allfastener locations.

1-1/2”x1-1/2”x.188” alum. angle column frame.Full weld all connections.

Conc. footing. SSD

Structural columns. SSD

Countersunk SS fastenerto angle anchored toconc. ftg. inside sign.

1.5” x 1.5” alum angle anchored to conc. ftg.with 1/4” Hilti KBVexpansion anchors.

1-1/2”x 1-1/2” x .188” alum. angle with (2)#10 SS fasteners to column, SSD.

Porcelain panel attached to face w/ SS KVO panel clips or approved equal. Locate all fasteners in bottomof panels or edges.Use nylon washers at allfastener locations.

B

A

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SanJoséCityCollege

SouthNorth

K-103

Technology Center

Science ComplexFine Arts Center

Student CenterLibrarySports Complex

DirectoryDirectory

North Up

South Up

CosmetologyReprographicsCareer TechnologyParking Lot H


SouthNorth

K-105

General Education

Parking Lot C

DirectoryDirectory

North Up

South Up

LibraryStudent Center

Sports Complex

General Education

WestEast

K-106

LibraryGeneral Education

Sports Complex

West Campus

DirectoryDirectory

East Up

West Up

Student CenterParking Garage

Library

Sports Complex

Parking Lot F

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SanJoséCityCollege

NorthSouth

K-109

Parking Lot H

DirectoryDirectory

South Up

North Up

Central CampusStudent CenterLibrarySports Complex

100, 200 & 300 Wings

WestEast

K-107

Parking Garage

DirectoryDirectory

East Up

West Up

Central CampusStudent CenterLibrarySports Complex

SouthNorth

K-110

DirectoryDirectory

North Up

South Up

LibraryStudent CenterSports Complex

100, 200 & 300 Wings

Career TechnologyCosmetologyFine Arts Center

LibraryStudent CenterSports Complex

Performing Arts

Career TechnologyCosmetologyFine Arts Center

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SanJoséCityCollege

P2 P5

P3

V1

P4


Department namesprinted white on clear vinyl sheet &mounted to face

V1

Vinyl footer graphics

Painted aluminumpost with 1/8” deep waterjet cut aluminum SJCC applied to postfront and back.

Student Center

Front

23"

34" 6"

72"

47 1/2"

2nd FloorDisabled StudentsProgram (DSP) EOPS/CAREFinancial AidInformation DeskInternationalStudents Job Placement Center Student HealthServices Veteran’s ResourceCenter


Painted aluminumpost with cappedtop.

P1

12"12"

Top(Porcelain)

Side(Porcelain)

A2.1

6"2" 12"

3"

1"

1"

Concrete mow stripw/chamfered edges.

Painted aluminumframe with colorededge.

SS security head mechanical fastenerswith nylon washers.Paint heads to matchsurrounding.

P3

Porcelain panel.

1-1/2"3 1/4"

3 3/8"

28 1/4"

2 1/8"3"

12"

Side Alternate(Aluminum)

10"

P1

Top Alternate(Aluminum)

6"

2"Painted aluminumframe with colorededge.

12"

B2.1

P1

Alum. frame withpainted edge.

P3

Porcelain enamelpanel attached toaluminum frame.Alt: Painted alum.sign face.

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SanJoséCityCollege

1-3/4” alum. tubeframe. Weld cornersand attachment toalum. post.

Alum. tube frame.

1-3/4” sq. alum. tubeframe. Weld cornersand attachment toalum. post.

Aluminum angle mechanicallyfastened to frame.

#10 SS security head fasteners with nylon washers.

Alum. or SS “Z” clip. KVO or equal.

#10 SS security head fasteners to frame.

1/8” alum sign face.Plug weld to frame.Fill and sand all welds.

Rout sign face flushwith top and bottomof frame. Fill and sandall joints.

Section(Porcelain)

Details3”=1’-0”

Section Alternate(Aluminum)

1 3/4"1/8"1/8"

A B

Weld frame to alum. post.

Frame Detail1”=1’-0”

Aluminum post.

Concrete mow strip.

Porcelain panel

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SanJoséCityCollege


Technology Center

BD-1Hardscape Install(Same both Sides)

2nd FloorDestination name listing

1st FloorDestination name listing


Science Complex

BD-2, BD-3(Same both Sides)




General Education

BD-4(Same both Sides)



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SanJoséCityCollege


100, 200 & 300Classrooms & Labs



Career Technology


Destination name listing



BD-7 & BD-8(Same both Sides)

Student Center2nd FloorDisabled StudentsProgram (DSP) EOPS/CAREFinancial AidInformation DeskInternationalStudents Job Placement Center Student HealthServices Veteran’s ResourceCenter


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SanJoséCityCollege


Cesar E. ChavezLibrary



Cosmetology & Esthetician BuildingReprographics




Jaguar SportsCenter


Destination name listing 2nd & 3rd FloorDestination namelisting

1st FloorDestination namelisting

12"12"

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SanJoséCityCollege

4"

4"

18"

36"

55"

18"

Front

Top(Porcelain)


B3.1

A3.1

P3


3/4"1"

P1

P1


P3

Porcelain panel. P2 P4 P5

V1

P4


Adhesive vinyl directional messages.



Concrete mow strip.

1 1/2"

1"

6 1/4"

Side(Porcelain)


P3


12"12"

3"

Student CenterSports Complex


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SanJoséCityCollege

1-1/2” sq. alum. tubeframe. Weld cornersand attachment toalum. post.

1” x 2” Alum. tube frame.


Porcelain panel






Section(Porcelain)



1" 3/4"

2"

1 1/2"

1 1/2"

A B



Aluminum post.

Concrete mow strip.

Alum. tube frame. Weld corners and attachment toalum. post.

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SanJoséCityCollege

P2-1 SouthNorth



P2-2South North


Fine Arts CenterMulti-DisciplinaryScience Complex

BusinessGeneral EducationPerforming Arts

Fine Arts CenterMulti-DisciplinaryScience Complex


P2-4South North


Fine Arts CenterBusinessGeneral EducationMulti-DisciplinaryPerforming ArtsScience Complex



Science Complex

Multi-DisciplinaryFine Arts Center

Parking Lot B

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SanJoséCityCollege

P2-5East West

Science Complex

Technology CenterParking Lots A & B

Science Complex


P2-6 WestEast

Fine Arts CenterBusinessMulti-DisciplinaryPerforming Arts


Fine Arts CenterBusinessMulti-DisciplinaryPerforming Arts

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SanJoséCityCollege

P2 P4 P5

P3V2

P4

Adhesive vinyldirectional text.

V1



Front

23"

34" 6"

72"

47 1/2"


P1

12"12"

Top(Porcelain)

Side(Porcelain)

A2.1

6"2" 12"

3"

1"

1"




P3

Porcelain panel.

1-1/2"3 1/4"

3 3/8"

28 1/4"

2 1/8"3"

12"


10"

P1


6"


12"

B2.1

P1


P3





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SanJoséCityCollege


West East

B LOTStudent &Staff Parking

V1-2


West EastV1-3

C LOTTheatre ParkingStaff Parking

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SanJoséCityCollege

South NorthV1-4


Drop-Off


Theatre ParkingStaff Parking

South/East North/WestV1-5, V1-7



Exit to Leigh




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SanJoséCityCollege

West EastV1-6



Staff Parking

West EastV1-8


Exit to MoorparkHwy. 280

Exit to Leigh

12"12"

5"

5" 10"

3/4"1"

P1


P3

Porcelain panel.

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P2 P4 P5

P3 V2

Adhesive vinyldirectional text.

V1


Front


Top(Porcelain)

Side(Porcelain)

A5.1



1-1/2"


P1



B5.1

P1


18"

60"

30"

40 1/2"

3"

4 7/8"

5"

5"

P3


P4


8 3/8"

12"

3"



Exit to Leigh

F LOT

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1” x 2” Alum. tube frame.


Porcelain panel




Section(Porcelain)



1" 3/4"

2"

1-3/4” alum. tubeframe. Weld cornersand attachment toalum. post.



1 3/4"1/8"1/8"

A B


Aluminum post.

Concrete mow strip.

Alum. tube frame. Weld corners and attachment toalum. post.



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SanJoséCityCollege

NorthV2-1


Student & Staff ParkingLot B

Exit to Moorpark

South


Student & Staff Parking

Theatre Parking

B LOTStudent & VisitorParking

Staff ParkingLot G

SouthV2-2

North


Theater Parking

Staff Parking

C LOT

NorthV2-4

South NorthwestV2-5

Southeast


Student &Staff Parking

Carpool Parking

D LOT


Student &Staff Parking

Carpool Parking

D LOT

WestV2-6

East



F LOT



Exit to Leigh

F LOT


Student & Staff Parking

Theatre Parking

B LOT Student & VisitorParking

Exit to Bascom

San José City College San José City College

Staff ParkingLots B & G

Exit to Moorpark

NorthV2-3

South

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SanJoséCityCollege

NorthV2-10

South

SouthV2-14

North

San José City CollegeSan José City College

Technology Center


A LOTTechnology Center


A LOT A LOT


Technology Center



EastV2-15

West


Exit to Bascom


Staff ParkingLot B

Exit to Moorpark

NorthV2-8

South

Student Parking

Staff Parking



Exit to Bascom


Student &Staff ParkingLots B & G

Exit to Moorpark

NorthV2-7

South


Carpool andRideshareParking Only

SoutheastV2-16

Northwest

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SanJoséCityCollege

SouthV2-18

North

Exit to MoorparkHwy. 280

Exit to Leigh


12"12"

4"

4"

Top(Aluminum)

P1

P2 P4



4"

4"

Top(Porcelain)

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SanJoséCityCollege


RESTRICTED PARKING

All Parking Requires Paid Fee or Permit7 AM - 11 PMPermits Available fromMachines in All Lots

Enforcement Every Day, Including Weekends

22"

55"VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES AND NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE.TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING (XXX)XXX-XXXX C.V.C. 22658

46"

8”

Front

P3


P3

V1

Porcelain enamelpanel attached toaluminum plate.Alt: Painted alum.sign face.

Adhesive vinyl directional messages.


Porcelain panel.

Side(Porcelain)


P31/4” Alum. plate.

1 1/4"

1 3/8"

1"

1"

A6.1

12"12"

3"

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SanJoséCityCollege

B

1/4 Alum. plate.


Porcelain panel




Section(Porcelain)


3/4"


Aluminum post.

1/4” alum plate weldedto post

Concrete mow strip.

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SanJoséCityCollege

Placement Detail1/4”=1’-0”

F

STUDENT& VISITOR

1/8” aluminum panelwith painted finish.

Header color changes by lot. See 7.1.

1/8” aluminum panel,strap banded to existing light post,painted finish.

Evacuation Area Sign

Vinyl lettering

Face(Student & Visitor)

Side

20"

2'-8"

9"

EVACUATIONAREA B1

1'-6"

9"

1'-2"

61"

14"

V2

Vinyl letteringV2

P3

Vinyl text

P2

V3

2 1/2"

Face Side

LOT

LOTB

STAFFONLY

EVACUATIONAREA B1

Two (2) signs per post,orient for best visibility

Evacuation area panelmounted below Lotsign where required

120"3/4” Stainless steel band strap system.Hawkins or approvedequal.www.hawkinstraffic.com

Existing light pole

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11, 129, 10 15, 16

F

STUDENT& VISITOR

LOT5-8

B

STUDENT& VISITOR

LOT

18-19

A

STUDENT& VISITOR

LOT

C

STAFFONLY

LOT

20-22

D

STAFF &30 MIN.ONLY

LOT

G

STAFFONLY

LOT

P8 P9 P11 P12

1, 2, 3, 4, 5, 13, 14

H

STAFFONLY

LOTP10

16

P14P13

EVACUATIONAREA ##

14

EVACUATIONAREA ##

2

EVACUATIONAREA ##

19

EVACUATIONAREA ##

22

EVACUATIONAREA ##

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SanJoséCityCollege

Face

JUST

WR

ITE

JUST

WR

ITE 10'-0"

1'-9"

Tapco Bannersaver Banner Brackets(Spring type bannerbracket) or similar

Digital print on heavy dutyblockout vinyl(2 sides)

Actual artwork TBD

9’ min. to grade

Placement Detail1/4”=1’-0”

10’ preferred9’ Min.

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SanJoséCityCollege 9.0WGWindow Graphics

Translucent silver filmV4

8'-10"VIF

±4'-3" VIF

±8'-8" VIF

1'-3"

1'-7"

±8'-8" VIF

±9'-2"VIF

3 3/4"

SanJoséCityCollege

8'-7"

Technology Centerletters to remain

Elevation3/32”=1’-0”

SAN JOSE CITY COLLEGETECHNOLOGY CENTER

SanJoséCityCollege

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SanJoséCityCollege 9.1WGWindow GraphicsRendering

SCALE: 3/4" = 1'-0"

6" 1'-0" "0-'30

THE SCOPE OF WORK FOR POINT 2 STRUCTURAL ENGINEERS IS LIMITED TO CONCRETE BASE,FOOTING, AND ATTACHMENT OF SIGN CABINET FRAMING TO CONCRETE BASE. ALL OTHER ITEMSARE EXCLUDED, INCLUDING, BUT NOT LIMITED TO SIGN CABINET FRAMING.

FOUNDATION DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDED BY OTHERS. THEMANUFACTURER AND INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THEENGINEERING DRAWINGS AND THE SHOP DRAWINGS, AND SHALL BE RESPONSIBLE TO ENSURETHE FIT OF ALL COMPONENTS.

THE CONTRACTOR SHALL FIELD VERIFY THAT EXISTING AND PROPOSED SITE CONDITIONS ARECONSISTENT WITH THESE DRAWINGS PRIOR TO THE START OF ANY WORK. NOTIFY ENGINEEROF RECORD IMMEDIATELY IF SITE CONDITIONS VARY FROM THESE DRAWINGS. CONTRACTOR(INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION ANDJOBSITE SAFETY.

1. SOIL: NO SPECIAL INSPECTION REQUIRED. IF SOFT OR SANDY SOIL, CLAY, COLLAPSING ORUNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELYCONTACT GEOTECHNICAL ENGINEER OR ENGINEER OF RECORD FOR ADDITIONALFOUNDATION REQUIREMENTS.

2. IF THE SOIL UNDER THE STRUCTURE INCLUDES CLAY, OR OTHER EXPANSIVE MATERIALS IT ISRECOMMENDED TO REPLACE THE SOIL WITH COMPACTED (95%) GRANULAR SOIL ORIMPLEMENT METHODS TO ACCOMMODATE POTENTIAL EXPANSION.

3. PROVIDE 3" MIN CLEAR CONCRETE COVER ON ALL STEEL EMBEDDED IN CONCRETE.4. PROVIDE SLOPE AWAY FROM BASE OF SUPPORT.5. PROVIDE CORROSION RESISTANT FASTENERS BASED ON EXPOSURE CONDITIONS.

FASTENERS SHALL BE MONITORED PERIODICALLY FOR SIGNS OF DETERIORATION.6. NUTS AND WASHERS SHALL BE USED WITH ALL FASTENERS.7. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS

EXPOSED TO WEATHER, MOISTURE, OR SOIL.8. PROVIDE ISOLATION OF DISSIMILAR MATERIALS INCLUDING A PROTECTIVE COATING FOR ALL

ALUMINUM TO BE IN CONTACT WITH STEEL OR CONCRETE.9. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR, AS

DESIGNATED BY THE LOCAL BUILDING DEPARTMENT.10. FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO DIGGING OR DRILLING.11. INSTALL EXPANSION ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS

OR CURRENT ICC REPORT. INSTALL WITH RECOMMENDED INSTALLATION TORQUE.

115

SEISMIC

MPH WIND SPEED

1.0

.600

BUILDING CODE 2016 CBC

DESIGN CRITERIA

SITE CLASS

SEISMIC DESIGN CATEGORY

D

D

THIS SIGN, ANCHORAGE AND FOUNDATION ARE DESIGNED TO MEET THE FOLLOWINGCRITERIA BASED ON THE LISTED LOCATION:

ANY RE-USE OF THESE DRAWINGS FOR LOCATIONS OTHER THAN THE INDICATED LOCATION,IS PROHIBITED UNLESS REVIEWED AND DEEMED SUITABLE BY A REGISTERED PROFESSIONALENGINEER.

SOIL BEARING PRESSURE 1500 ALLOWABLE BEARING PRESSURE

89 MPH

SDS

SD1

VULT

VASD

WIND EXPOSURE C

VELOCITY PRESSURE h 24.5 PSFq

SEISMIC BASE SHEAR V=CSxW

CS .42

1. CONCRETE: f'c=3000 PSI. (DESIGNED AS f'c=2500 PSI MIN). SPECIAL INSPECTION IS NOTREQUIRED.

2. REINFORCING STEEL: ASTM A615, GRADE 60.3. ALUMINUM ALLOY 6061-T6 TYP.4. WELD FILLER = 5356 TYP.5. HEX HEAD ANCHOR RODS: ASTM F1554, GRADE 36 (Fy=36 KSI MIN.)6. HSS MEMBERS TO COMPLY WITH ASTM A500 GRADE B.7. STEEL PLATE TO BE ASTM A368. EXPANSION ANCHORS: HILTI TZ, SIMPSON STRONG BOLT 2 OR POWERS POWERSTUD+ SD2

200 PCF ALLOWABLE LATERAL BEARING PRESSURE

1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 AS MODIFIED BY CBC.2. THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS INDICATED IN

SPECIFICATIONS SECTION BELOW:3. CEMENT SHALL CONFORM TO ASTM C150-07, TYPE I OR II.4. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTM C33-03.5. WELDING OF REINFORCING STEEL IS STRICTLY PROHIBITED.6. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED ACCORDING

TO "MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE CONSTRUCTION"BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI).

7. WIRE FABRIC SHALL CONFORM TO ASTM A-185.8. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN

BARS AND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE SHALL BE AS FOLLOWS,UNO ON DRAWINGS:

CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) ...... 3" CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS .................... 2" SLABS (ON GROUND) ..................... POSITION IN CENTER OF SLAB9. ALL BARS SHALL HAVE A CLASS B MINIMUM SPLICE LAP UNO. SEE TABLE IN THESE

DRAWINGS.10. GENERAL:

11. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROMTHE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE,SANDBLASTING OR HOSING THE SURFACE 4 TO 6 HOURS AFTER THE POUR WITH AFINE SPRAY.

12. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE.13. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN

CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAINAPPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE.

14. MAXIMUM FREE FALL OF CONCRETE SHALL BE 4'-0".15. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE

COVERED W/ CONC.16. WELDED WIRE FABRIC SHALL BE LAP SPLICED TWO SQUARES MIN. EACH DIRECTION.

A. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS OR WALLS UNLESSSPECIFICALLY DETAILED.

B. REFER TO OTHER DRAWINGS FOR ALL MOULDS, GROOVES, ORNAMENTS, CLIPSAND GROUNDS TO BE CAST IN CONCRETE.

A. ANCHOR TYPE AND DIMENSIONS.B. CONCRETE TYPE AND COMPRESSIVE STRENGTH.C. HOLE DIMENSIONS AND HOLE CLEANING PROCEDURES.D. ANCHOR SPACING, EDGE DISTANCES, CONCRETE/MASONRY THICKNESS, AND

ANCHOR EMBEDMENT DEPTH.E. TIGHTENING TORQUE.F. COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.

1. WHERE "EXPANSION" or "EPOXY" ANCHORS ARE INDICATED IN DRAWINGS THESENOTES & SCHEDULE SHALL APPLY.

2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONSGIVEN IN THE ICC REPORT.

3. PERIODIC SPECIAL INSPECTION IS REQUIRED, UNLESS NOTED OTHERWISE IN THESEDRAWINGS. VERIFICATION OF THE FOLLOWING IS REQUIRED DURING SPECIALINSPECTION:

4. WHEN INSTALLING DRILLED IN ANCHORS, USE CARE & CAUTION TO AVOID CUTTINGOR DAMAGING EXISTING REINFORCING BARS.

5. ALL POST INSTALLED ANCHORS SHALL BE TENSION TESTED TO THE VALUES GIVENIN THE SCHEDULE. IF ANY ANCHOR FAILS TESTING, NOTIFY STRUCTURAL ENGINEER.

6. THE TESTING OF THE ANCHORS SHALL BE DONE BY THE TESTING LABORATORY INTHE PRESENCE OF THE PROJECT INSPECTOR & A REPORT OF THE TEST RESULTSSHALL BE SUBMITTED TO DSA AND ARCHITECT/STRUCTURAL ENGINEER.

S1.0A

REINFORCEMENT.

1.NOTES:

2. ABOVE TABLE IS BASED ON MIN CLEAR COVER GREATER THAN 1.0db AND MIN

MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THETOP BARS REFERS TO ANY HORIZONTAL REINFORCEMENT SO PLACED THAT

CLEAR SPACING GREATER THAN 2db. WHERE EITHER OF THESE REQUIREMENTS IS NOT MET, INCREASE LAP SPLICE LENGTH BY 50%.USE CLASS B FOR ALL BAR SPLICES, UNO.3.

4000 PSI

3000 PSI118

#10

131

#11

10593

#9#8

8156

#6 #7#4

4738

#5

REINFORCEMENT SIZE (GR60)

79

102

91

87

114

101

7062

91

81

81

72

37 54

49 71

6343

25 31

33 41

3629

28

#3

REINFLOCATIONSTRENGTHCLASS

SPLICE

SPLICE LENGTHS (IN INCHES)

CONCRETE

19

24

22

BOTT BARS

TOP BARS

BOTT BARS

B

B

F'C =

F'C = TOP BARS

CONCRETE REINFORCEMENT LAP

HILTI KWIK BOLT-TZICC ESR #1917

1. MINIMUM F'C = 2500 PSI2. DESIGN BASED ON CRACKED CONCRETE3. VALUES FOR CARBON STEEL BOLT.4. VALUES FOR SINGLE ANCHOR ACTION ONLY. SPACING BETWEEN ANCHORS IS 12 DIAMETERS

OR MORE.6. TEST TORQUE MUST BE REACHED WITHIN 1/2 TURN OF THE NUT.

* - 1/4 TURN OF NUT FOR 3/8" ANCHOR.

SIZE EMBEDMENTMINIMUMMEMBER

THICKNESS

TORQUETEST VALUE

3/8" 2 5/16" 4" 4 3/8" *25

1/2" 2 3/8" 4" 5 1/2" 40

5/8" 3 9/16" 5" 6 1/2" 60

3/4" 4 5/16" 6" 10" 110

NORMAL WEIGHTCONCRETE(145 PCF)

(FT-LBS)MINIMUM EDGE DISTANCE

S1.0B

HIT-RE 500-V3 EPOXY ADHESIVE ANCHORICC ESR #3814 ISSUED 2016

1. MINIMUM F'C = 2500 PSI.2. DESIGN BASED ON CRACKED CONCRETE.3. VALUES FOR REBAR. -ASTM A615-GRADE 60 MIN.4. VALUES FOR SINGLE ANCHOR ACTION ONLY.5. ASSUMES ALL HOLES TO BE DRILLED BY A HAMMER DRILL WITH A CARBIDE BIT.6. *FOR DEEPER EMBEDMENTS THE MINIMUM MEMBER THICKNESS MUST BE INCREASED BY THE SAME

AMOUNT.

#3 OR 3/8 2 3/8" 3 5/8" 1 7/8" 2050

0082"2/1 2"4"4/3 22/1 RO 4#

0023"8/1 3"8/5 4"8/1 38/5 RO 5#

"4/3 3"2/1 5"2/1 34/3 RO 6# 3600

MINIMUMEMBEDMENT*

REBAR PULLTEST VALUE

(LBS)

MINIMUMSPACING

AND EDGEDISTANCE

0004"8/3 4"2/1 5"2/1 38/7 RO 7#

#8 OR 1 4" 6 1/4" 5" 4400

REBAR/BOLTSIZE

7 1/2"

10"

12 1/2"

15"

17 1/2"

20"

MAXEMBEDMENT

MINIMUMMEMBER

THICKNESS

NORMAL WEIGHT CONCRETE(145 PCF)

15

30

60

100

BOLT TORQUETEST VALUE

(FT-LBS)

125

150

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*SEE S1.0 FOR TYPICAL NOTES

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FCareer Technology EducationCTE

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Staff

Sta

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Student & Visitor

Student & Visitor

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WELLNESS

RLC1

V1

V1 • 2

RLC1

V1

V1 • 3

RLC1

V1

V1 • 4

RLC1

V1

V1 • 5

RLC1

V1

V1 • 6

RLC1

V2

V2 • 1

RLC1

V2

V2 • 4

RLC1

V2

V2 • 5

RLC1

V2

V2 • 6

RLC1

V2

V2 • 7

RLC1

V2

V2 • 8

RLC1

V2

V2 • 10

RLC1

P2

P2 • 1

RLC1

P2

P2 • 2

RLC1

P2

P2 • 4

RLC1

P2

P2 • 5

RLC1

BD

BD • 1

RLC1

BD

BD • 2

RLC1

BD

BD • 3

RLC1

R1

R1 • 1

RLC1

R1

R1 • 2

RLC1

R1

R1 • 3

RLC1

R1

R1 • 4

RLC1

R1

R1 • 5

RLC1

R1

R1 • 6

RLC1

V2

V2 • 14

RLC1

V2

V2 • 15

RLC1

K

K • 103

RLC1

K

K • 105

RLC1

K

K • 106

RLC1

V2

V2 • 16

RLC1

K

K • 109

RLC1

PID

PID • 1

RLC1

PID

PID • 2

RLC1

PID

PID • 3

RLC1

PID

PID • 4

RLC1

PID

PID • 5

RLC1

PID

PID • 6

RLC1

PID

PID • 7

RLC1

PID

PID • 9

RLC1

PID

PID • 10

RLC1

PID

PID • 11

RLC1

PID

PID • 12

RLC1

P2

P2 • 6

RLC1

R1

R1 • 7

RLC1

R1

R1 • 8

RLC1

BD

BD • 4

RLC1

V1

V1 • 7

RLC1

V2

V2 • 18

RLC1

PID

PID • 13

RLC1

PID

PID • 14

RLC1

K

K • 110

RLC1

PID

PID • 15

RLC1

PID

PID • 16

RLC1

BD

BD • 5

RLC1

BD

BD • 6

RLC1

BD

BD • 7

RLC1

BD

BD • 8

RLC1

BD

BD • 9

RLC1

BD

BD • 10

RLC1

WG

WG • 1

RLC1

LPB

LPB • 1

RLC1

LPB

LPB • 2

RLC1

LPB

LPB • 3

RLC1

LPB

LPB • 4

RLC1

V2

V2 • 2

RLC1

PID

PID • 17

RLC1

K

K • 107

RLC1

V1

V1 • 8

RLC1

V2

V2 • 3

RLC1

PID

PID • 8

RLC1

PID

PID • 18

RLC1

PID

PID • 19

RLC1

PID

PID • 22

RLC1

PID

PID • 21

RLC1

PID

PID • 20

RLC1

BD

BD • 11

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7 8 9 10 11 12

13 14 15 16

17 18

19

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36"

1

1

1

1

1

PID 6

R1 1V2 15

V2 14

12"

36"24"

12"

R1 8

PID 18V2 1

V2 2

BD 1Equal

Equal

EqualEqual

72"

60"

24"

24"

25’

60"

3

PID 19

WG 1

Landscape

Landscape

Landscape

LandscapeLandscape

Landscape

Hardscape

Legend

Pedestrian DirectionalP2Building DirectoryBD

Parking Area IDPID

Parking RegulationsR1

Vehicular Directional, PrimaryV1

Light Pole BannerLPB

Vehicular Directional, SecondaryV2

Wall GraphicWG

KioskK

1 Demo Existing Ground Sign. Disposeof sign and conc. footing and restore surface to match surrounding.

3 Demo existing sign panel on Light Pole. Dispose of sign.

2 Provide bark softscape area. See detail A, SL.20

General Notes1. Verify existing conditions on site prior to starting work.2. Verify location of all surface and underground utilities and

irrigation in field. Preserve and protect utilities and irrigation as required.

3. Sign locations to be staked by Contractor and reviewed in the field by Owner.

4. All dimensions to be considered +/-. Allow field adjust-ments as a result of existing conditions and paving material standard sizes.

5. Installation of Signs in Non-Paved Areas:5.1 Clear and grub planting where present.5.2 Adjust irrigation including relocating sprinklers, drip

irrigation lines and emitters to as not to spray on signs.

5.3 Install footing and sign per drawings.5.4 Fill back excavated areas around installed sign with

earth. Smooth grade to match surrounding areas.5.5 Restore turf in turf areas.5.6 Dispose of excess soil, rock and removed planting.

6. Installation of Signs in Paved Areas:6.1 Saw cut and demolish paving and base.6.2 Install footing and sign per drawings.6.3 Dispose of demolished paving and stone.

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BD 3

PID 6

R1 2

PID 7

3

PID 8

3

1

2

60" 60"

V1 2

72"

24"

12"

Align

Landscape Landscape

Landscape

Legend


Parking Area IDPID





Wall GraphicWG

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R1 7 V1 3

1

1

24"

60"

84" 12"

11

2

PID 9

3

60"

60"

Center in space

LandscapeLandscape

Landscape

Legend


Parking Area IDPID





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BD 9

PID 10

V1 4

V2 4

K 105

3

1Remove rose bush

Relocate news stand

1

2

2

36"

R1 3

Landscape.Center in bark

60"

60"

60"

60"

Hardscape. Center on conc. joints.

CL

BD 4Installs in syntheticlawn area.

24" Hardscape. Centeron conc. joints.

Landscape

Landscape

Legend


Parking Area IDPID





Wall GraphicWG

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1

1

12"

48"

Landscape

Legend


Parking Area IDPID





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PID 21

PID 22

PID 20

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120"Landscape

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Parking Area IDPID





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PID 15

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24"

R1 6

Landscape

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Parking Area IDPID





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60"60"

P2 1

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P2 5

BD 10

BD 2

2

24"

24"

Landscape

Landscape

Landscape

36"

36"

LandscapeHardscape

36"

Center

K 103

Legend


Parking Area IDPID





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P2 6

BD 5

K 110

24"

24"

Landscape

Hardscape.Center in space.Remove existingbench.

Landscape24"

24"

Legend


Parking Area IDPID





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P2 4

BD 7

K 106

1

24"

Landscape

24"

Landscape

Hardscape

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V1 5

BD 8 K 107

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1

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1

11Center

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12"

Landscape

BD 11Hardscape

Location TBD

Landscape

Landscape

Hardscape

24"

Center

48"

V1 8

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R1 4

V1 7

V2 18

V2 6

1

1

1

1

1

72"30"

Landscape

Landscape

Landscape

Landscape

48"

Center

24"

48"

40’

24"

Legend


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Legend


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BD 6

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Center

Center

Hardscape

Hardscape

Center

Legend


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PID 11 PID 12

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Kingman

V2 7

R1 5 V1 6

LPB 1

11

LPB 2 LPB 3 LPB 4

40'-0"

30'-0"

12"12"

Landscape Landscape

10'-0"

8'-0"

2'-0"

V2 3

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V2 10

PID 1

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PID 2

PID 3 PID 4PID 5

24"

Align with startof curve.

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PARKING

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UON SL.20Schematic Design

Design Devel.100%

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Existing turf or landscape planting

Clear and grub sign area to dimensionsshown on detial location plans.

3/16” x 4” steel landscape edging.Color: Brown

15” steel stake at 18” o.c.

Bark to match Campus standard.

I. GENERAL

1.01 DescriptionLandscape edging as a border between planting beds,pathways, drives, mulch & rock division, or anywhereseparation and definition is required.

1.02 SubmittalsManufacturer’s literature along with a sample 3" section ofspecified size and finish if requested.

1.03 DeliveryMaterial should be ordered and accepted in originalshipping cartons of standard size and stored in a flat area.Please note quantities per skid are 400', and due toweight, will require unloading equipment.

II. PRODUCT

2.01 ProductAs provided by Sure-loc Corporation of Holland, MI or approved equal. Edging to be in 16' sections.

2.02 MaterialEdging to be manufactured from steel with interlockingsystem and stake punch outs fabricated in each strip.

2.03 Locking SystemSections to lock together without offset or double thicknessat the joints and secured with two 12" stakes at every joint.

2.04 Size• 3/16" thickness.

2.05 FinishSteel edging to be powder coated, baked on enamelsupplied in brown.

2.06 StakesStakes are to be a minimum of 15" long. All stakes manufac-tured of steel.

III. EXECUTION

3.01 Site InspectionCheck to ensure that all underground lines, irrigationhoses, and other cables are installed below the maximumdepth of edging to be used.

3.02 TrenchUsing a spade or mechanical trencher, cut a trench along area to be defined to depth so that top of edging will not exceed 1/2" above finish grade.

3.03 InstallationInstall edging with stake pockets on inside of bed. Top ofedging not to exceed 1/2" above finish grade as shownbelow.

3.04 StakingA minimum of 4 stakes per section are to be used witheach section of edging.

3.05 Back FillingBack fill on both sides of edging during installation leavingno more than two sections unsupported at one time.Compact back fill along edging ensuring that top edge isno more than 1/2" above finish grade.