Site Logistics Plan - Use Bluebeam

shorouqalmutairi

100CDset-Gdrwgs-SASBuilding.pdf

Home >Architecture and Design homework help >Site Logistics Plan - Use Bluebeam

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

10 :4

7 PM

G000

DRAWING INDEX

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

DRAWING INDEX

LATEST REVISION

SHEET 1 OF 2 ORIGINAL DATA

LATEST REVISION ORIGINAL CIVIL

LATEST REVISION ORIGINAL ARCHITECTURAL

LATEST REVISION ORIGINAL

STRUCTURAL

ARCHITECTURAL 1 Review Comments 08/06/14 07/03/14 A803 ROOM FINISH SCHEDULE - FOURTH FLOOR & PENTHOUSE 4 ASI #1 09/15/14 07/03/14 A810 FIRST & SECOND FLOOR - WALL FINISH PLANS 1 Review Comments 08/06/14 07/03/14 A811 THIRD & FOURTH FLOOR - WALL FINISH PLANS 1 Review Comments 08/06/14 07/03/14 A812 ENLARGED FIRST FLOOR - FLOORING FINISH PLAN -

NORTH 1 Review Comments 08/06/14 08/06/14 A813 ENLARGED FIRST FLOOR - FLOORING FINISH PLAN -

SOUTH 1 Review Comments 08/06/14 08/06/14 A814 ENLARGED SECOND FLOOR - FLOORING FINISH PLAN -

NORTH 4 ASI #1 09/15/14 08/06/14 A815 ENLARGED SECOND FLOOR FINISH PLAN - SOUTH 1 Review Comments 08/06/14 08/06/14 A816 ENLARGED THIRD FLOOR - FLOORING FINISH PLAN -

NORTH 1 Review Comments 08/06/14 08/06/14 A817 ENLARGED THIRD FLOOR- FLOORING FINISH PLAN - SOUTH 3 Review Comments 08/28/14 07/03/14 A818 AUDITORIUM ENLARGED FINISH FLOOR PLAN AND DETAILS 4 ASI #1 09/15/14 07/03/14 A819 AUDITORIUM INTERIOR ELEVATIONS AND DETAILS 3 Review Comments 08/28/14 07/03/14 A830 INTERIOR ELEVATIONS 1 Review Comments 08/06/14 08/06/14 A832 INTERIOR ELEVATIONS 1 Review Comments 08/06/14 08/06/14 A833 INTERIOR ELEVATIONS 1 Review Comments 08/06/14 08/06/14 A834 INTERIOR ELEVATIONS 1 Review Comments 08/06/14 08/06/14 A836 INTERIOR ELEVATIONS 4 ASI #1 09/15/14 07/03/14 A850 INTERIOR CASEWORK DETAILS 4 ASI #1 09/15/14 07/03/14 A851 INTERIOR CASEWORK DETAILS 1 Review Comments 08/06/14 07/03/14 A852 INTERIOR CASEWORK DETAILS 4 ASI #1 09/15/14 07/03/14 A853 INTERIOR CASEWORK DETAILS 4 ASI #1 09/15/14 07/03/14 A854 INTERIOR CASEWORK DETAILS 4 ASI #1 09/15/14 07/03/14 A855 INTERIOR CASEWORK DETAILS 3 Review Comments 08/28/14 07/03/14 A857 INTERIOR DETAILS 1 Review Comments 08/06/14 07/03/14 A858 INTERIOR DETAILS

4 ASI #1 09/15/14 07/03/14 A231 ROOF DETAILS 4 ASI #1 09/15/14 07/03/14 A232 ROOF DETAILS 4 ASI #1 09/15/14 07/03/14 A240 ASSEMBLIES - FLOOR. ROOF, EXTERIOR WALLS 1 Review Comments 08/06/14 08/06/14 A241 ASSEMBLIES - FLOOR, ROOF EXTERIOR WALLS 1 Review Comments 08/06/14 07/03/14 A242 WALL TYPES - INTERIOR PARTITIONS 1 Review Comments 08/06/14 07/03/14 A243 WALL TYPES - INTERIOR PARTITIONS 1 Review Comments 08/06/14 07/03/14 A244 WALL TYPES - INTERIOR PARTITIONS 1 Review Comments 08/06/14 07/03/14 A245 WALL TYPES - INTERIOR PARTITIONS 1 Review Comments 08/06/14 07/03/14 A246 WALL TYPES - INTERIOR FURRING

07/03/14 A250 PLAN DETAILS 1 Review Comments 08/06/14 07/03/14 A251 PLAN DETAILS

07/03/14 A252 PLAN DETAILS 1 Review Comments 08/06/14 08/06/14 A253 OPERABLE PARTITIONS PLANS, ELEV & DETAILS 4 ASI #1 09/15/14 07/03/14 A300 OVERALL FIRST & SECOND FLOOR RCP 4 ASI #1 09/15/14 07/03/14 A301 OVERALL THIRD & FOURTH FLOOR RCP 4 ASI #1 09/15/14 07/03/14 A302 RCP FIRST FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 A303 FIRST FLOOR RCP - GRID LAYOUT - NORTH 4 ASI #1 09/15/14 07/03/14 A304 RCP FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 A305 FIRST FLOOR RCP - GRID LAYOUT - SOUTH 4 ASI #1 09/15/14 07/03/14 A306 RCP SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 A307 SECOND FLOOR RCP - GRID LAYOUT - NORTH 4 ASI #1 09/15/14 07/03/14 A308 RCP SECOND FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 A309 SECOND FLOOR RCP - GRID LAYOUT - SOUTH 4 ASI #1 09/15/14 07/03/14 A310 RCP THIRD FLOOR NORTH 4 ASI #1 09/15/14 07/03/14 A311 RCP THIRD FLOOR SOUTH 4 ASI #1 09/15/14 07/03/14 A312 RCP FOURTH FLOOR NORTH 4 ASI #1 09/15/14 07/03/14 A313 RCP FOURTH FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 A314 RCP PENTHOUSE 4 ASI #1 09/15/14 07/03/14 A350 CEILING PLAN DETAILS 1 Review Comments 08/06/14 07/03/14 A351 CEILING PLAN DETAILS 1 Review Comments 08/06/14 07/03/14 A352 CEILING PLAN DETAILS 4 ASI #1 09/15/14 07/03/14 A400 EXTERIOR ELEVATIONS 4 ASI #1 09/15/14 07/03/14 A410 ENLARGED ELEVATION - WEST 4 ASI #1 09/15/14 07/03/14 A411 ENLARGED ELEVATIONS - NORTH, SOUTH & EAST 1 Review Comments 08/06/14 07/03/14 A412 ENLARGED ELEVATIONS - PENTHOUSE 1 Review Comments 08/06/14 07/03/14 A451 EXTERIOR ELEVATION DETAILS 1 Review Comments 08/06/14 07/03/14 A452 EXTERIOR ELEVATION DETAILS 1 Review Comments 08/06/14 07/03/14 A453 EXTERIOR ELEVATION DETAILS 4 ASI #1 09/15/14 08/06/14 A455 EXTERIOR ELEVATION DETAILS 4 ASI #1 09/15/14 08/06/14 A456 EXTERIOR ELEVATION DETAILS 1 Review Comments 08/06/14 07/03/14 A500 BUILDING SECTIONS 1 Review Comments 08/06/14 07/03/14 A501 BUILDING SECTIONS 1 Review Comments 08/06/14 08/06/14 A502 BUILDING SECTIONS 1 Review Comments 08/06/14 08/06/14 A503 BUILDING SECTIONS 4 ASI #1 09/15/14 07/03/14 A520 WALL SECTIONS 4 ASI #1 09/15/14 07/03/14 A521 WALL SECTIONS 4 ASI #1 09/15/14 07/03/14 A522 WALL SECTIONS 4 ASI #1 09/15/14 07/03/14 A600 ENLARGED SOUTH STAIR PLANS 4 ASI #1 09/15/14 07/03/14 A601 ENLARGED STAIR PLANS - NORTH & PENTHOUSE STAIR 1 Review Comments 08/06/14 07/03/14 A602 ENLARGED WEST STAIR PLANS & SECTIONS 4 ASI #1 09/15/14 07/03/14 A603 STAIR SECTIONS - SOUTH STAIR 4 ASI #1 09/15/14 07/03/14 A604 STAIR SECTIONS - SOUTH STAIR 4 ASI #1 09/15/14 07/03/14 A605 STAIR SECTIONS - NORTH STAIR 1 Review Comments 08/06/14 08/06/14 A606 NORTH STAIR SECURITY CAGE 4 ASI #1 09/15/14 07/03/14 A610 STAIR AND LANDING DETAILS 3 Review Comments 08/28/14 07/03/14 A611 STAIR AND LANDING DETAILS 1 Review Comments 08/06/14 07/03/14 A620 ENLARGED ELEVATOR AND DETAILS 1 Review Comments 08/06/14 07/03/14 A621 ENLARGED ELEVATOR AND DETAILS 1 Review Comments 08/06/14 07/03/14 A650 RESTROOM MOUNTING HEIGHTS 1 Review Comments 08/06/14 07/03/14 A651 RESTROOM PLANS & ELEVATIONS 1 Review Comments 08/06/14 07/03/14 A652 RESTROOM PLANS & ELEVATIONS 1 Review Comments 08/06/14 07/03/14 A653 RESTROOM PLANS & ELEVATIONS 1 Review Comments 08/06/14 07/03/14 A654 RESTROOM PLANS & ELEVATIONS 1 Review Comments 08/06/14 07/03/14 A700 DOOR & STOREFRONT - GENERAL NOTES, SYSTEMS 4 ASI #1 09/15/14 07/03/14 A701 DOOR SCHEDULE - FIRST & SECOND FLOORS 1 Review Comments 08/06/14 07/03/14 A702 DOOR SCHEDULE - THIRD FLOOR 1 Review Comments 08/06/14 07/03/14 A703 DOOR SCHEDULE - FOURTH FLOOR & PENTHOUSE 1 Review Comments 08/06/14 07/03/14 A704 STOREFRONT SCHEDULE 1 Review Comments 08/06/14 07/03/14 A705 GLASS WALL & DOOR SCHEDULE 1 Review Comments 08/06/14 08/06/14 A706 HARDWARE SCHEDULE 1 Review Comments 08/06/14 08/06/14 A707 HARDWARE SCHEDULE 4 ASI #1 09/15/14 08/06/14 A708 HARDWARE SCHEDULE 4 ASI #1 09/15/14 07/03/14 A750 EXTERIOR OPENINGS DETAILS 1 Review Comments 08/06/14 07/03/14 A751 EXTERIOR OPENINGS DETAILS 1 Review Comments 08/06/14 08/06/14 A752 EXTERIOR OPENINGS DETAILS 1 Review Comments 08/06/14 07/03/14 A753 INTERIOR DOOR DETAILS 4 ASI #1 09/15/14 07/03/14 A754 INTERIOR STOREFRONT & GLASS WALL DETAILS 1 Review Comments 08/06/14 07/03/14 A755 AUTOMATIC SLIDING DOORS DETAILS 4 ASI #1 09/15/14 07/03/14 A800 ROOM FINISH SCHEDULE - GENERAL NOTES 1 Review Comments 08/06/14 07/03/14 A801 ROOM FINISH SCHEDULE - GROUND & SECOND FLOORS 1 Review Comments 08/06/14 07/03/14 A802 ROOM FINISH SCHEDULE - THIRD FLOOR

1 Review Comments 08/06/14 07/03/14 A020 OVERALL SITE PLAN 1 Review Comments 08/06/14 08/06/14 A021 SITE ACCESSIBILITY PLAN 4 ASI #1 09/15/14 07/03/14 A040 ENLARGED SITE PLANS 4 ASI #1 09/15/14 07/03/14 A041 ENLARGED SITE PLANS 4 ASI #1 09/15/14 07/03/14 A042 STAIR AND RAMP DETAILS 4 ASI #1 09/15/14 08/06/14 A043 STAIR AND RAMP DETAILS 3 Review Comments 08/28/14 07/03/14 A044 STAIR AND RAMP DETAILS 1 Review Comments 08/06/14 07/03/14 A050 SITE DETAILS 4 ASI #1 09/15/14 08/06/14 A051 SITE DETAILS 4 ASI #1 09/15/14 09/15/14 A052 SITE DETAILS 1 Review Comments 08/06/14 08/06/14 A100 FOUNDATION PLAN - NORTH 1 Review Comments 08/06/14 08/06/14 A101 FOUNDATION PLAN - SOUTH 3 Review Comments 08/28/14 07/03/14 A200 OVERALL FIRST & SECOND FLOOR PLANS 3 Review Comments 08/28/14 07/03/14 A201 OVERALL THIRD & FOURTH FLOOR PLANS 3 Review Comments 08/28/14 07/03/14 A202 OVERALL PENTHOUSE LEVEL PLANS 4 ASI #1 09/15/14 07/03/14 A210 FIRST FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A211 DIMENSION FIRST FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A212 FIRST FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A213 DIMENSION FIRST FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A214 SECOND FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A215 DIMENSIONED SECOND FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A216 SECOND FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A217 DIMENSIONED SECOND FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A218 THIRD FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A219 DIMENSIONED THIRD FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A220 THIRD FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A221 DIMENSIONED THIRD FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A222 FOURTH FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A223 DIMENSIONED FOURTH FLOOR PLAN NORTH 4 ASI #1 09/15/14 07/03/14 A224 FOURTH FLOOR PLAN SOUTH 4 ASI #1 09/15/14 07/03/14 A225 DIMENSIONED FOURTH FLOOR PLAN SOUTH 3 Review Comments 08/28/14 07/03/14 A226 PENTHOUSE LEVEL NORTH 4 ASI #1 09/15/14 07/03/14 A227 PENTHOUSE LEVEL SOUTH 1 Review Comments 08/06/14 07/03/14 A228 PENTHOUSE ROOF PLAN 3 Review Comments 08/28/14 07/03/14 A230 ROOF DETAILS

4 ASI #1 09/15/14 07/03/14 G000 DRAWING INDEX 4 ASI #1 09/15/14 07/03/14 G001 DRAWING INDEX

07/03/14 G002 PROJECT DATA AND GENERAL NOTES 1 Review Comments 08/06/14 07/03/14 G003 CODE ANALYSIS 4 ASI #1 09/15/14 07/03/14 G004 CODE ANALYSIS 3 Review Comments 08/28/14 07/03/14 G005 CODE ANALYSIS 3 Review Comments 08/28/14 08/06/14 G006 EXIT PLAN - FIRST & SECOND FLOORS 1 Review Comments 08/06/14 08/06/14 G007 EXIT PLAN - THIRD & FOURTH FLOORS

07/03/14 G010 FIRE RESISTIVE ASSEMBLIES (WALLS) 07/03/14 G011 FIRE RESISTIVE ASSEMBLIES (HEAD OF WALLS)

4 ASI #1 09/15/14 07/03/14 G012 FIRE RESISTIVE ASSEMBLIES (RATED WALLS) 4 ASI #1 09/15/14 07/03/14 G013 FIRE RESISTIVE ASSEMBLIES (RATED WALLS) 1 Review Comments 08/06/14 07/03/14 G014 FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) WALLS

07/03/14 G015 FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) WALLS 07/03/14 G016 FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) FLOORS

1 Review Comments 08/06/14 08/06/14 G017 FIRE RESISTIVE ASSEMBLIES (COATINGS) 1 Review Comments 08/06/14 08/06/14 G018 FIRE RESISTIVE ASSEMBLIES (FLOORS) 1 Review Comments 08/06/14 08/06/14 G019 FIRE RESISTIVE ASSEMBLIES (ROOFS) 1 Review Comments 08/06/14 08/06/14 G020 COMCHECK - ENVELOPE

LATEST REVISION ORIGINAL

LATEST REVISION ORIGINAL LANDSCAPING

07/03/14 S101A GENERAL STRUCTURAL NOTES 07/03/14 S101B GENERAL STRUCTURAL NOTES 07/03/14 S102 TYPICAL DETAILS 07/03/14 S103 TYPICAL DETAILS 07/03/14 S201 FOUNDATION PLAN 07/03/14 S202 2ND FLOOR FRAMING PLAN 07/03/14 S203 3RD FLOOR / LOW ROOF FRAMING PLAN 07/03/14 S204 4TH FLOOR FRAMING PLAN 07/03/14 S205 ROOF FRAMING PLANS 07/03/14 S301 FOUNDATION DETAILS 07/03/14 S302 FOUNDATION DETAILS 07/03/14 S303 FOUNDATION DETAILS 07/03/14 S401 FLOOR FRAMING DETAILS 07/03/14 S402 FLOOR FRAMING DETAILS 08/06/14 S403 FLOOR FRAMING DETAILS 07/03/14 S501 ROOF FRAMING DETAILS 07/03/14 S601 STAIR FRAMING DETAILS 07/03/14 S701 EXISTING PARKING STRUCTURE RENOVATIONS

MECHANICAL

3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14

1 Review Comments 08/06/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14

1 Review Comments 08/06/14 07/03/14 M001 MECHANICAL GENERAL SHEET 07/03/14 M101 MECHANICAL SITE PLAN

3 Review Comments 08/28/14 07/03/14 M201 MECHANICAL HVAC PLAN - FIRST FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M202 MECHANICAL HVAC PLAN - FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 M203 MECHANICAL HVAC PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M204 MECHANICAL HVAC PLAN - SECOND FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 M205 MECHANICAL HVAC PLAN - THIRD FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M206 MECHANICAL HVAC PLAN - THIRD FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 M207 MECHANICAL HVAC PLAN - FOURTH FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M208 MECHANICAL HVAC PLAN - FOURTH FLOOR SOUTH 3 Review Comments 08/28/14 07/03/14 M209 MECHANICAL HVAC PLAN - PENTHOUSE 3 Review Comments 08/28/14 07/03/14 M301 MECHANICAL PIPING PLAN - FIRST FLOOR NORTH 3 Review Comments 08/28/14 07/03/14 M302 MECHANICAL PIPING PLAN - FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 M303 MECHANICAL PIPING PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M304 MECHANICAL PIPING PLAN - SECOND FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 M305 MECHANICAL PIPING PLAN - THIRD FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M306 MECHANICAL PIPING PLAN - THIRD FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 M307 MECHANICAL PIPING PLAN - FOURTH FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 M308 MECHANICAL PIPING PLAN - FOURTH FLOOR SOUTH 3 Review Comments 08/28/14 07/03/14 M309 MECHANICAL PIPING PLAN - PENTHOUSE

07/03/14 M501 MECHANICAL DIAGRAMS 1 Review Comments 08/06/14 07/03/14 M502 MECHANICAL DIAGRAMS

07/03/14 M601 MECHANICAL CONTROLS 1 Review Comments 08/06/14 07/03/14 M602 MECHANICAL CONTROLS

07/03/14 M603 MECHANICAL CONTROLS 07/03/14 M701 MECHANICAL DETAILS

3 Review Comments 08/28/14 07/03/14 M702 MECHANICAL DETAILS 3 Review Comments 08/28/14 07/03/14 M703 MECHANICAL DETAILS

07/03/14 M704 MECHANICAL DETAILS 07/03/14 M705 MECHANICAL DETAILS

1 Review Comments 08/06/14 07/03/14 M801 MECHANICAL SCHEDULES 1 Review Comments 08/06/14 07/03/14 M802 MECHANICAL SCHEDULES

09/23/11 *A.05 REFERENCE ONLY - A.05 SFPS VENTILATION CALCULATIONS

LATEST REVISION ORIGINAL ARCHITECTURAL

1 Review Comments 08/06/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14 4 ASI # 1 09/15/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 3 Review Comments 08/28/14 4 ASI # 1 09/15/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14 4 ASI # 1 09/15/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14

1 Review Comments 08/06/14 1 Review Comments 08/06/14 1 Review Comments 08/06/14

1 2

06/24/14 C1 COVER SHEET 06/24/14 C2 NOTES SHEET 08/06/14 C2.1 NOTES SHEET 06/24/14 C3 DETAILS SHEET 06/24/14 C4 OFF-SITE UTILITIES DETAILS SHEET 06/24/14 C5 OFF-SITE UTILITIES DETAILS SHEET 06/24/14 C6 REMOVALS AND TEMPORARY ROAD PLAN 06/24/14 C7 GRADING AND DRAINAGE PLAN 06/24/14 C8 ON SITE UTILITY AND STORMDRAIN PLAN 06/24/14 C9 OFF-SITE UTILITIES PLAN AND PROFILE SHEET 06/24/14 C10 OFF-SITE UTILITIES PLAN AND PROFILE SHEET 06/24/14 C11 OFF-SITE UTILITY PLAN 06/24/14 C12 LEASE BOUNDARY 06/24/14 C13 STORMWATER POLLUTION PREVENTION PLAN

06/24/14 L1 LANDSCAPE PLAN 06/24/14 L2 IRRIGATION PLAN 06/24/14 L3 IRRIGATION NOTES AND DETAILS

No. Description Date

1 Review Comments 08/06/14 2 Structural

Supplement 08/19/14

3 Review Comments 08/28/14 4 ASI #1 09/15/14

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

10 :5

7 PM

G001

DRAWING INDEX

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

DRAWING INDEX

LATEST REVISION

SHEET 2 OF 2 ORIGINAL PLUMBING

LATEST REVISION ORIGINAL ELECTRICAL

LATEST REVISION ORIGINAL SPECIAL SYSTEMS

AUDIO VISUALLATEST REVISION ORIGINAL

A Phase 1 Reissued 07/03/2014 06/24/2014 E001 ELECTRICAL SYMBOLS 3 Review Comments 08/28/14 06/24/2014 E002 ELECTRICAL NOTES 4 ASI #1 09/15/14 07/03/2014 E003 ELECTRICAL LIGHT FIXTURE SCHEDULE AND NOTES 1 Review Comments 08/06/14 06/24/2014 E101 ELECTRICAL SITE PLAN 4 ASI #1 09/15/14 07/03/2014 E201 ELECTRICAL LIGHTING PLAN - FIRST FLOOR NORTH 4 ASI #1 09/15/14 07/03/2014 E202 ELECTRICAL LIGHTING PLAN - FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/2014 E203 ELECTRICAL LIGHTING PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E204 ELECTRICAL LIGHTING PLAN - SECOND FLOOR SOUTH 4 ASI #1 09/15/14 07/03/2014 E205 ELECTRICAL LIGHTING PLAN - THIRD FLOOR NORTH 4 ASI #1 09/15/14 07/03/2014 E206 ELECTRICAL LIGHTING PLAN - THIRD FLOOR SOUTH 4 ASI #1 09/15/14 07/03/2014 E207 ELECTRICAL LIGHTING PLAN - FOURTH FLOOR NORTH 4 ASI #1 09/15/14 07/03/2014 E208 ELECTRICAL LIGHTING PLAN - FOURTH FLOOR SOUTH

07/03/2014 E209 ELECTRICAL LIGHTING PLAN - PENTHOUSE 1 Review Comments 08/06/14 07/03/2014 E301 ELECTRICAL POWER PLAN - FIRST FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E302 ELECTRICAL POWER PLAN - FIRST FLOOR SOUTH

07/03/2014 E303 ELECTRICAL POWER PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E304 ELECTRICAL POWER PLAN - SECOND FLOOR SOUTH 1 Review Comments 08/06/14 07/03/2014 E305 ELECTRICAL POWER PLAN - THRID FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E306 ELECTRICAL POWER PLAN - THIRD FLOOR SOUTH 1 Review Comments 08/06/14 07/03/2014 E307 ELECTRICAL POWER PLAN - FOURTH FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E308 ELECTRICAL POWER PLAN - FOURTH FLOOR SOUTH 1 Review Comments 08/06/14 07/03/2014 E309 ELECTRICAL POWER PLAN - PENTHOUSE 1 Review Comments 08/06/14 07/03/2014 E401 HVAC POWER & FIRE ALARM PLAN - FIRST FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E402 HVAC POWER & FIRE ALARM PLAN - FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/2014 E403 HVAC POWER & FIRE ALARM PLAN - SECOND FLOOR

NORTH 1 Review Comments 08/06/14 07/03/2014 E404 HVAC POWER & FIRE ALARM PLAN - SECOND FLOOR

SOUTH 1 Review Comments 08/06/14 07/03/2014 E405 HVAC POWER & FIRE ALARM PLAN - THIRD FLOOR NORTH 1 Review Comments 08/06/14 07/03/2014 E406 HVAC POWER & FIRE ALARM PLAN - THIRD FLOOR SOUTH 1 Review Comments 08/06/14 07/03/2014 E407 HVAC POWER & FIRE ALARM PLAN - FOURTH FLOOR

NORTH 1 Review Comments 08/06/14 07/03/2014 E408 HVAC POWER & FIRE ALARM PLAN - FOURTH FLOOR

SOUTH 1 Review Comments 08/06/14 07/03/2014 E409 HVAC POWER & FIRE ALARM PLAN - PENTHOUSE 1 Review Comments 08/06/14 07/03/2014 E501 ELECTRICAL ENLARGED PLANS

07/03/2014 E502 ELECTRICAL DETAILS 07/03/2014 E503 ELECTRICAL DETAILS

3 Review Comments 08/28/14 07/03/2014 E504 ELECTRICAL DETAILS 1 Review Comments 08/06/14 07/03/2014 E505 ELECTRICAL DETAILS A Phase 1 Reissued 07/03/2014 06/24/2014 E601 ELECTRICAL ONE-LINE DIAGRAM - HV DISTRIBUTION 1 Review Comments 08/06/14 07/03/2014 E602 ELECTRICAL ONE-LINE DIAGRAMS 1 Review Comments 08/06/14 07/03/2014 E701 ELECTRICAL SCHEDULES AND CALCULATIONS 1 Review Comments 08/06/14 07/03/2014 E702 ELECTRICAL LOAD CALCS AND PANEL SCHEDULES 1 Review Comments 08/06/14 07/03/2014 E703 ELECTRICAL PANEL SCHEDULES 1 Review Comments 08/06/14 07/03/2014 E704 ELECTRICAL PANEL SCHEDULES 1 Review Comments 08/06/14 07/03/2014 E705 ELECTRICAL PANEL SCHEDULES 1 Review Comments 08/06/14 07/03/2014 E706 ELECTRICAL PANEL SCHEDULES 4 ASI #1 09/15/14 07/03/2014 E707 ELECTRICAL SCHEDULES

1 Review Comments 08/06/14 07/03/14 SS001 SPECIAL SYSTEMS NOTES, SYBMOLS AND SCHEDULES 07/03/14 SS002 SPECIAL SYSTEMS NOTES, SYMBOLS, AND SCHEDULES

1 Review Comments 08/06/14 07/03/14 SS201 SPECIAL SYSTEMS PLAN - FIRST FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 SS202 SPECIAL SYSTEMS PLAN - FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 SS203 SPECIAL SYSTEMS PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 SS204 SPECIAL SYSTEMS PLAN - SECOND FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 SS205 SPECIAL SYSTEMS PLAN - THIRD FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 SS206 SPECIAL SYSTEMS PLAN - THIRD FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 SS207 SPECIAL SYSTEMS PLAN - FOURTH FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 SS208 SPECIAL SYSTEMS PLAN - FOURTH FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 SS209 SPECIAL SYSTEMS PLAN - PENTHOUSE 1 Review Comments 08/06/14 07/03/14 SS301 SPECIAL SYSTEMS DETAILS 1 Review Comments 08/06/14 07/03/14 SS302 SPECIAL SYSTEMS DETAILS 1 Review Comments 08/06/14 07/03/14 SS303 SPECIAL SYSTEMS DETAILS

07/03/14 AV-00 SYMBOL LEGEND 07/03/14 AV-100 1ST FLOOR AV EQUIPMENT FLOOR PLAN 07/03/14 AV-101 2ND FLOOR AV EQUIPMENT FLOOR PLAN 07/03/14 AV-102 3RD FLOOR AV EQUIPMENT FLOOR PLAN 07/03/14 AV-103 4TH FLOOR AV EQUIPMENT FLOOR PLAN 07/03/14 AV-104 1ST FLOOR AV EQUIPMENT RCP 07/03/14 AV-105 2ND FLOOR AV EQUIPMENT RCP 07/03/14 AV-106 3RD FLOOR AV EQUIPMENT RCP 07/03/14 AV-107 4TH FLOOR AV EQUIPMENT RCP 07/03/14 AV-200 AUDITORIUM VIDEO FLOW DIAGRAM 07/03/14 AV-201 AUDITORIUM AUDIO FLOW DIAGRAM 08/06/14 AV-202 AUDITORIUM CONTROL FLOW DIAGRAM 07/03/14 AV-203 1ST FLOOR TRAINING ROOM VIDEO FLOW DIAGRAM 07/03/14 AV-204 1ST FLOOR TRAINING ROOM AUDIO FLOW DIAGRAM 07/03/14 AV-205 1ST FLOOR TRAINING ROOM CONTROL FLOW DIAGRAM 07/03/14 AV-206 1ST FLR CONFERENCE VID/AUD/CONTROL FLOW DIAGRAM 07/03/14 AV-207 2ND FLR CLASS VID/AUD/CONTROL FLOW DIAGRAM 07/03/14 AV-208 2ND FLR CLASS VID/AUD/CONTROL 07/03/14 AV-209 MULTIPLE ROOMS VID/AUD/CONTROL 07/03/14 AV-210 2ND FLR CONFERENCE RM VID/AUD/CONTROL 07/03/14 AV-211 2ND FLR TESTING LAB VID/AUD/CONTROL 07/03/14 AV-212 2ND FLR TUTORIAL RM VID/AUD/CONTROL FLOW DIAGRAM 07/03/14 AV-213 MULTIPLE ROOMS VID/AUD/CONTROL FLOW DIAGRAM 07/03/14 AV-214 3RD FLR CONF RM VID/AUD/CONTROL 07/03/14 AV-215 3RD FLR CONF RM VID/AUD/CONTROL 07/03/14 AV-216 4TH FLOOR CONF RM VID/AUD/CONTROL 07/03/14 AV-217 4TH FLOOR CONF RM VID/AUD/CONTROL 07/03/14 AV-300 1ST FLOOR AUDITORIUM AV RACK DETAIL 07/03/14 AV-301 1ST FLOOR TRAINING ROOM AV EQUIPMENT RACK DETAIL 07/03/14 AV-302 2ND FLOOR INDIVIDUAL CLASSROOMS AV EQUIP RACK DETAIL 07/03/14 AV-303 2ND FLOOR COMBINING CLASSROOMS AV EQUIP RACK DETAIL 07/03/14 AV-304 3RD FLOOR CONFERENCE RM AV EQUIP RACK DETAIL 07/03/14 AV-305 3RD FLOOR CONFERENCE ROOM AV EQUIP RACK DETAIL 07/03/14 AV-306 4TH FLOOR CONFERENCE ROOM AV EQUIP RACK DETAIL 07/03/14 AV-307 4TH FLOOR CONFERENCE ROOM AV EQUIP RACK DETAIL

07/03/14 P001 PLUMBING GENERAL SHEET 4 ASI #1 09/15/14 07/03/14 P201 PLUMBING SANITARY PLAN - FIRST FLOOR NORTH 4 ASI #1 09/15/14 07/03/14 P202 PLUMBING SANITARY PLAN - FIRST FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 P203 PLUMBING SANITARY PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 P204 PLUMBING SANITARY PLAN - SECOND FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 P205 PLUMBING SANITARY PLAN - THIRD FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 P206 PLUMBING SANITARY PLAN - THIRD FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 P207 PLUMBING SANITARY PLAN - FOURTH FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 P208 PLUMBING SANITARY PLAN - FOURTH FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 P209 PLUMBING SANITARY PLAN - ROOF NORTH 1 Review Comments 08/06/14 07/03/14 P210 PLUMBING SANITARY PLAN - ROOF SOUTH

07/03/14 P301 PLUMBING WATER PLAN - FIRST FLOOR NORTH 4 ASI #1 09/15/14 07/03/14 P302 PLUMBING WATER PLAN - FIRST FLOOR SOUTH

07/03/14 P303 PLUMBING WATER PLAN - SECOND FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 P304 PLUMBING WATER PLAN - SECOND FLOOR SOUTH

07/03/14 P305 PLUMBING WATER PLAN - THIRD FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 P306 PLUMBING WATER PLAN - THIRD FLOOR SOUTH

07/03/14 P307 PLUMBING WATER PLAN - FOURTH FLOOR NORTH 1 Review Comments 08/06/14 07/03/14 P308 PLUMBING WATER PLAN - FOURTH FLOOR SOUTH 1 Review Comments 08/06/14 07/03/14 P401 PLUMBING SCHEMATICS 1 Review Comments 08/06/14 07/03/14 P402 PLUMBING SCHEMATICS

07/03/14 P403 PLUMBING SCHEMATICS 07/03/14 P404 PLUMBING SCHEMATICS 07/03/14 P501 PLUMBING DETAILS

1 Review Comments 08/06/14 07/03/14 P601 PLUMBING SCHEDULES

1 Review Comments 08/06/14

1 3

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

APS

Substation

Wastewater

TreatmentTraining Facility

Solar

Power Array

P96A

P96B San Francisco

Parking

Garage

P28C

Facility

Services

KNAU

Practice

Field

Practice

Field

North Quad

Old Main

Bookstore

I-40

M ilt

on Ro

M ilt

on Ro

FranklinAvenue

ButlerAvenue

DupontAvenue Mi

lto n

Ro ad

Sa n

Fr an

ci sc

o St

re et

Mountain View Drive

Sa n Fr

an cis

St ree

Sa n

Fr an

ci sc

St re

Lo ne

Tr ee

Ro ad

University Drive

Kno les

Dri ve

Kn ol

es D

riv e

Kn ol

es D

riv e

McCo nnell

Drive

Mc Co

nn e ll

Dr ive

Pin e

Kn oll

Dr ive

PineKnoll

Drive

58A

57 3A

19A

14 26

16A

9 8

19 20

18A

23A

21A

30C

30B 30A

43 42

47A

77A

98D98B

98A 98C

98F

72 74

54 54A

50 50B

54B

13A 13

27A

37A

25 33

31 55

L10

Riordan

Drive

21B

TormeyAvenue

Os bo

rn e

Dr ive

McCreary

Be av

er St

re et

USFS

Police

S Huffer

Lane

ABBREVIATIONS ' / FT " / IN & L @ ¢ Ø ┴ # < > ABC AC ACM ACP ACOUS. AD ADJ. AFF ALUM. ALT. ANOD APPROX. ARCH BD BLDG BLKG BM BOT, BTM BRG BRKT BTWN CB CBU CCC CFCI

CFOI

CI C.I.P. CLG CJ CLR CMU CO COL CONC. CONN. CONSTR. CONT. CPT CPU CS CT DBL DEMO DEPT DF DIA DIM DISC DN DP DR DRP DS DTL DWG EA EDF EL EJ ELEC. ELEV EP EQ EQUIP EXIST EXT FA FCO FD FDC FEC FF FFE FFL FH FIN FLR FDN FOB FOC FOF FOM FOS FR FRT FS FTG FV GA GALV GC GI GL GLU-LAM GMU GWB GB/ GYPBD

OWNER:

PROJECT TEAM

DWL ARCHITECTS + PLANNERS, INC. 2333 N. Central Avenue Phoenix, AZ 85004 602-264-9731 | 602-264-1928F

ARCHITECTURAL:

STRUCTURAL: CARUSO TURLEY SCOTT STRUCTURAL ENGINEERS 1215 W. Rio SaladoPkwy, Suite 200 Tempe, AZ 85281

CIVIL/ LANDSCAPE:

MECHANICAL, PLUMBING & ELECTRICAL: LSW ENGINEERS ARIZONA, INC. 2333 W. Northern Avenue. #9 Phoenix, AZ 85021

THE WLB GROUP 500 N. Beaver St. Flagstaff, AZ 86001

AUDIO VISUAL: CCS PRESENTATION SYSTEMS / SOUTHWEST 17350 N. Hartford Dr. Scottsdale, AZ 85255

CONSTRUCTION MANAGER: HARDISON DOWNEY CONSTRUCTION 6150 N. 16th Street, Suite A Phoenix, AZ 85016

FOOT / FEET INCHES AND ANGLE AT CENTERLINE DIAMETER PERPENDICULAR NUMBER LESS THAN GREATER THAN AGGREGATE BASE COURSE ARCHITECTURAL CONCRETE ALUMINUM COMPOSITE PANEL ACOUSTICAL CEILING PANEL ACOUSTICAL AREA DRAIN ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZE APPROXIMATE ARCHITECTURAL/ ARCHITECT BOARD BUILDING BLOCKING BEAM BOTTOM BEARING BRACKET BETWEEN CATCH BASIN CEMENTITIOUS BACKER UNIT COLOR CONDITIONED CONCRETE CONTRACTOR FURNISHED CONTRACTOR INSTALLED CONTRACTOR FURNISHED OWNER INSTALLED CAST IRON CAST IN PLACE CEILING CONSTRUCTION JOINT CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS OR CONTINUE CARPET CONCRETE PAVER UNIT CONCRETE, SEALED CERAMIC TILE DOUBLE DEMOLITION DEPARTMENT DRINKING FOUNTATION DIAMETER DIMENSION DISCONNECT DOWN DEEP DOOR DRAPERY DOWNSPOUT DETAIL DRAWING EACH ELECTRIC DRINKING FOUNTAIN ELEVATION EXPANSION JOINT ELECTRICAL ELEVATOR ELECTRICAL PANEL EQUAL EQUIPMENT EXISTING EXTERIOR FIRE ALARM FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FIREEXTINGUISHER CABINET FACTORY FINISHED FINISHED FLOOR ELEVATION FINISHED FLOOR LEVEL FIRE HYDRANT FINISH(ED) FLOOR FOUNDATION FACE OF BUILDING FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIRE RETARDANT FIRE RETARDANT TREATED FLOOR SINK FOOTING FIELD VERIFY GAGE, GAUGE GALVANIZED GROUND CONCRETE GALVANIZED IRON GLASS GLUE LAMINATED GLASS MASONRY UNIT GYPSUM WALL BOARD GYPSUM WALL BOARD

H HB HC HGT HM HORZ HPL/ HPDL HTR HVAC ICS ID IGU INSUL INT/ INTR INV JAN JT LAM LAV LIN LL LPL LT MACH MAX MB MECH MFR MIN MISC MO MTL N.I.C NO. N.T.S O/ OC OD OFCI OFOI OPH OPNG OPP ORD PCC P, PL PLAM PLAS PLYWD PNL PR PSI PSF PT PVC QT R RAD RB RCP RD REF REFR REINF REV RM RO SAFB SC SCHED SD SECT SHT SHWR SIM SPECS SS ST STC STD STL STOR STRUC SQ. SUSP SYMM T, TR TB TC TCA TEL TEMP T & G T.O. T.O.C T.O.P T.O.W TYP. UNO VCT VERT VEST VT VTR W/ W/O WC WD WDO, WDW WH WP WSCT

HIGH HOSE BIB HANDICAPPED HEIGHT HOLLOW METAL HORIZONTAL HIGH-PRESSURE DECORATIVE LAMINATE HEATER HEATING, VENTILATION & AIR CONDITIONING INTEGRALLY COLORED STUCCO INSIDE DIAMETER INSULATED GLAZING UNIT INSULATION INTERIOR INVERT ELEVATION JANITOR JOINT LAMINATE(D) LAVATORY LINOLEUM LIVE LOAD LOW-PRESSURE LAMINATE LIGHT MACHINE MAXIMUM MARKER BOARD MECHANIC(AL) MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT NUMBER NOT TO SCALE OVER ON CENTER OUTSIDE DIAMETER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED OPPOSITE HAND OPENING OPPOSITE OVERFLOW ROOF DRAIN PRECAST CONCRETE PLATE PLASTIC LAMINATE PLASTIC PLYWOOD PANEL PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED POLYVINYL CHLORIDE QUARRY TILE RISER RADIUS RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REFRIGERATOR REINFORCED/ REINFORCING REVISIONS/ REVISED ROOM ROUGH OPENING SOUND ATTENUATION FIRE BLANKET SOLID-CORE SCHEDULE SOAP DISPENSER SECTION SHEET SHOWER SIMILAR SPECIFICATIONS STAINLESS STEEL STONE SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STORAGE STRUCTURAL SQUARE SUSPENDED SYMMETRICAL TREAD TACK BOARD TOP OF CURB TILE COUNCIL OF AMERICA TELEPHONE TEMPORARY/ TEMPERATURE TONGUE AND GROOVE TOP OF TOP OF CONCRETE TOP OF PARAPET TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL TILE VENT THROUGH ROOF WITH WITHOUT WATER CLOSET WOOD WINDOW WATER HEATER WEATHER PROOF WAINSCOT

VICINITY MAP

N O

R THNOT TO SCALE

NORTHERN ARIZONA UNIVERSITY Flagstaff, AZ 86011

SYMBOLS & MATERIALS

CMU

EARTH

GRAVEL

CONCRETE

STEEL

ALUMINUM

BRICK

FINISH WD

ROUGH WD

RIGID INSUL.

BATT INSUL.

ASPHALT

GYPSUM BOARD

GLASS

PLYWOOD SHEATHING

A101 1

W 00.0

N O

R TH

A B

C D

Room name

101

1 A101

SIM

COLUMN GRIDLINES

SECTION CUT

VERTICAL ELEVATION

DETAIL REFERENCE

ROOM NAME & NO.

ROOM NO.

ROOM NAME

DOOR NO.

ROOM NO. DOOR ID.

WALL INDICATION/ DIRECTION

KEYED NOTE

WINDOW TAG

TYPICAL SYMBOLS

REVISION SYMBOL

Detail Number

Sheet Number

Section Number

13 3-

NORTH ARROW

Name Elevation

M IL

TO N

R O

A D

UNIVERSITY DRIVE

PROJECT SITE

SA N

F R

A N

C IS

C O

ST R

EE T

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :1

9: 33

A M

G002

PROJECT DATA AND GENERAL NOTES

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

GENERAL CODE INFORMATION HEIGHTS & AREAS CONSTRUCTION TYPE: (IBC TABLE 503)

TYPE II A FULLY SPRINKLERED

ALLOWABLE BUILDING STORIES & HEIGHT:

ALLOWABLE BUILDING AREA: (IBC TABLE 503)

(IBC table 503)

BUILDING USE ALLOWABLE STORIES** ACTUAL STORIES B 5+1 4 (OK) A-3 3+1 4 (OK)

15,500 SF 31,000 SF 4,960 SF

51,460 SF 30,531 SF

** Maximum number of stories is increased by one for buildings that are equipped throughout with an automatic sprinkler system in accordance with IBC 903.3.1.1

Maximum allowed height (IBC Table 503) = 65 FEET Automatic sprinkler system height allowance increase (IBC 504.2) = 85 FEET Actual building height = 69 FEET - 10 INCHES

A-3 occupancy has the most restrictive allowance.

AREA MODIFICATION CALCULATIONS:

MIXED OCCUPANCY: NON-SEPARATED USE (IBC 508.3)

GROUP B OFFICES/ ASSEMBLIES/ GENERAL USE GROUP A-3 CLASSROOM

No separation is required between B & A-3 occupancies per IBC 508.4

OCCUPANCY:

REQUIRED SEPARATION OF OCCUPANCIES:

BASIC ALLOWABLE AREA FIRE SPRINKLER INCREASE FRONTAGE INCREASE

SUBTOTAL (PER STORY) ACTUAL MAX

CONSTRUCTION REQUIREMENTS REQUIRED FIRE RESISTANCE: (IBC TABLE 601 & 602, 708.4, 1018.1, 1022.1)

STRUCTURAL FRAME

BEARING WALLS EXTERIOR (none present) INTERIOR

NONBEARING WALLS & PARTITIONS EXTERIOR* INTERIOR

FLOOR CONSTRUCTION ROOF CONSTRUCTION

SHAFT ENCLOSURES EXIT ENCLOSURES ELEVATOR ENCLOSURES

CORRIDORS

1 HR

1 HR 1 HR

0 HR or 1 HR* 0 HR

1 HR 1 HR

2 HR 2 HR 2 HR

0 HR

*All ratings indicated are for TYPE II A building that is fully sprinklered, with fire separation distance greater than 30 FT per IBC table 602. Exterior wall ratings are determine by proximity to fire separation distance line.

BUILDING PLANNING (2009 IBC Chapters 3, 4, 5, 6)

Instructions: Classify below, each applicable occupancy group within each portion of the entire building (new portions, and must also include the existing portions of the entire “Existing Structure” – see IBC chapter 34). Record the group(s) classification, located below, as applicable. Purpose: To determine the proper means of egress, height and area calculations, and suppression, requirements are met for the type of occupancy contained within the building.

FYI: Determine whether the building is a single or mixed occupancy (see IBC sections 503, 508.3, 508.4 and 602.1)

Occupancy Classification (2009 IBC 202, 302 – 312, 508, and chapter 34)

Single occupancy (302.1)

Mixed occupancy (508.1)

Incidental accessory occupancies (508.2.5, Table 508..2.5)

Accessory Occupancies (508.2)

• Each portion of the building must be individually classified according to use.

• Each portion of the building must be individually classified in an occupancy classification and must be completely separated from adjacent fire areas by fire barriers and horizontal assemblies having a fire-resistive rating determined in accordance with IBC section 508.3.3, for the occupancies being separated.

Not Applicable

A-3, B (Non-separated uses)

None

Small S-1 Storage, Janitor Rooms

If the building has a single occupancy or non-separated mixed occupancies, fill in Case 1 (see IBC section 508.3.2)

If the building has separated mixed occupancies, fill in Case 2 portions (see IBC section 508.3.3).

GENERAL BUILDING LIMITATIONS (Chapters 5 & 6)

AREA MODIFICATION TO TABLE 503

Apply Case 1 to determine the allowable height, and area, and permitted types of construction for a building containing • Single Occupancy • or Non-Separated Mixed Occupancies.

Apply Case 2 to determine the allowable height and area and permitted types of construction for a building containing • Separated Mixed Occupancies. GENERAL BUILDING LIMITATIONS (Chapters 5 & 6)

Allowable Tabular area, At (table 503) FYI: Always use 100% of the tabular area IBC Table 503 (i.e., area factor = 1).

Area Increase Factor due to Frontage (percent), If (506.2) FYI: see formula below, located at the bottom of in this table.+

Area Increase Factor due to automatic Sprinklers, Is (506.3) FYI: The area increase due to sprinklers can be applied only if the entire building is sprinkled in accordance NFPA 13. For example, building designers may omit sprinklers as per IBC exceptions, but the building is not fully sprinklered, and the area increase because of a sprinkler system cannot be applied.

CONVERSION FACTOR = 3.32

1.00

+ 0.32

+ 2.00

FYI: Calculate the conversion factor. See IBC 503, 506.2, 506.3. The conversion factor will help us determine the adjusted building area for the purpose of verifying the construction type.

Frontage (506.2)

Total Frontage (F) FYI: Bldg. perimeter that fronts on a public way or open space having 20 ft. open min. width.

Perimeter (P) FYI: Perimeter of entire bldg. in feet.

Minimum width open space (W) FYI: see IBC Width Limits 506.2.1 & Open Space Limits 506.2.2. IFC Fire Apparatus Access Roads 503 & Appendix D.

Area Increase Factor due to Frontage (%), If (506.2). If = [ F/P – 0.25 ] W/30

North East South West

F = 512

P = 892

W = 30

If = 0.32

CASE 1 - SINGLE OCCUPANCY OR NON-SEPARATED OCCUPANCIES (508.3)

Instructions: Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the non-separated mixed occupancies. Construction types that provide an allowable tabular area equal to or greater than the adjusted building area and allowable heights (as modified by section 504) equal to or greater than actual building height are permitted. Purpose: To determine the balance between the size of a building, its group and type of construction. By limiting the area of a building, conflagrations can be reduced or eliminated; fire dept. access to building or fire areas can be provided.

Actual Building Area

Adjusted Building Area (actual building area ÷ conversion factor)

Actual Building Height Above Grade Plane

Allowable Building Height

Permitted types of construction

Type of construction assumed for review (602.1)

DETERMINE CONSTRUCTION TYPE

Allowable area per floor (Aa)

Total floor area (all stories)

Allowable area per floor (all stories)

CHECK ALLOWABLE AREA (506.4)

Sq. Ft. = 94,444

Sq. Ft. = 28,447

Feet = 69'-10" Stories = 4

Feet = 85' (65'+20') Stories = 4 (3+1)

Type II A, Type I A, Type I B

Type II A (NC; Protected 1-HR)

CASE 1, IBC section 903 • FYI: If a building is a mixed occupancy with no fire walls or fire barriers, the most

restrictive occupancy classification governs the entire building for the height and area limitations, as well as for the provisions in IBC 403 & Chapter 9.

• FYI: If one occupancy in a mixed occupancy building requires sprinkler protection, and the occupancies are not separated, all areas require sprinkler protection. This requirement often is a valid reason for using the separated mixed occupancy option of the code, IBC section 508.4.

Conversion Factor X Tabular Area (table 503) = Sq. Ft.

_____3.32_______X______15,500______=___51,460_sq.ft.

Sq. Ft. = 94,444

Allowable Area Per Floor (Aa) X Number Of Stories (max 3) = Sq. Ft.

______46,500____X ________3.32______= ___154,380_____sq.ft.

GOVERNING CODES/ ORDINANCES:

PROJECT SUMMARY

USE & OCCUPANCY CLASSIFICATION

BUILDING THERMAL ENVELOPE :

See Individual Code Plan Sheets for detailed occupancy and exiting calculations.

EXIT DOOR REQUIREMENTS: (IBC 1005.1, 1008)

ELEVATOR REQUIREMENTS: (IBC 1007.2.1, 1007.4) The elevators provided are used as combination passenger and freight elevators for the public and employees (ADAAG 4.10.1).

The elevators are not considered to be an accessible means of egress in "buildings where a required accessible floor is four or more stories above or below a level of exit discharge" (IBC 1007.2.1). The building is three stories above a level of exit discharge.

The elevators are not required to comply with the emergency operated signaling device requirements (IBC 1007.4 exc.2). Per NAU technical standards, standby power shall be provided for at least one elevator.

EGRESS COMPONENTS

STAIRS & AREA OF REFUGE: (IBC 1007.3.2, 1007.3.3)

PENETRATIONS AT EXIT ENCLOSURE: (IBC 1022.4)

Penetrations into and openings through an exit enclosure are prohibited except for required exit doors, equipment and ductwork necessary for independent pressurization, sprinkler piping, standpipes, electrical raceway for fire department communication systems and electrical raceways serving the exit enclosure and terminating at a steel box not exceeding 16 square inches. Such penetrations shall be protected in accordance with Section 713.

The proposed Northern Arizona University campus Student and Academic Services Building is an approximately 94,500 square foot academic building that will include a One Stop Students Service Center, Undergraduate Admissions Center, an auditorium, mathematics computer lab, classrooms, department offices, faculty offices, conference rooms, restrooms, circulation, support facilities, and interior mechanical spaces. Building systems components will be housed in a roof top penthouse and dedicated facility service access rooms.

TOTAL PROJECT AREA : 94,444 SF (Building area calculated at each level per Section 502. Exclusive of vent shafts and courts.)

A penthouse projection above roof (IBC 1509.2.1) Allowable height: <18 FT above roof Actual height: 17 FT - 9 IN (OK)

The aggregate area of penthouses and other roof top structures shall not exceed 1/3rd the area of the supporting roof (IBC 1509.2.2)

Area of supporting roof: 30,700 SF Allowable area of penthouse: 10,230 SF Actual area of penthouse: 6,622 SF (OK)

Area modifications allowed per IBC 506.2

Tabular area per story (At) per to IBC 503 = 15,500 sf Area increase factor due to frontage (If) according to IBC 506.2 =

If = [F/P - 0.25] W/30 = [ 512/ 892 - 0.25] 30/30 = 0.32

Area increase factor due to sprinkler protection (Is) according to IBC 506.3 = 2 (For buildings with more than one story above grade plane)

Allowable area per story (Aa) = {At + [At x If] + [At x Is] }

= { 15,500 + [15,500 x 0.32 ] + [ 15,500 x 2 ] } = { 15,500 + 4,960 + 31,000 } = 51,460 SF

MECHANICAL PENTHOUSE (IBC 1509.2):

The clear stair width of 48 inches between handrails is not required at exit stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with IBC Section 903.3.1.1 or 903.3.1.2.

Per NAU requirements areas of refuge are required in all enclosed exit stairways.

Single leaf doors shown on this project bear the following characteristics: Nominal Width = 36" Clear Width = 32" Capacity (Sprinklered Locations: 32"/.2) = 160 Persons

Nominal Width = 48" Clear Width = 44" Capacity (Sprinklered Locations: 44"/.2) = 220 Persons

Double leaf doors shown on this project bear the following characteristics: Nominal Width = 72" Clear Width = 68" Capacity (Sprinklered Locations: 68" / .2) = 340 Persons

Door shall swing in the direction of egress travel where serving an occupant load of 50 or more. (IBC Section 1008.1.2)

Egress doors shall be open-able from the Inside without the use of a key or any special knowledge or effort. (IBC 1008.1.9; see notes on door schedule for additional Information)

ASHRAE 189.1 Climate Zone 5 Recommendations

Item

Roof Insulation

Wall

Fenestration Assembly

R-Value

R-25 Continuous R-49 Attic

R-13 Cavity + R-10 Cont.

U-Value

U-0.4 wood vinyl, Fiberglass frame U-0.4 Curtainwall U-0.45 Other Metal SHGC-0.35 (Solar Heat Gain Coefficient)

NAU Design Guidelines (May 1, 2014) NAU Technical Standards (May 1, 2014) NAU Fire Code (Revised 10/10/2013) 2009 International Building Code (IBC) 2009 International Plumbing Code (IPC) 2009 International Mechanical Code (IMC) 2011 National Electrical Code (NEC) (NFPA 70) 2009 International Fuel Gas Code 2009 International Fire Code (IFC) 2010 National Fire Alarm Code (NFPA 72) 2010 Installation of Sprinkler Systems (NFPA 13) Arizona State Fire Code 2010 ADA Standards for Accessible Design (Title II). 2007 Safety Codes for Elevators and Escalators/ ASME A17.1 OSHA Regulations Arizona Revised Statutes, including: • 34-451 (energy conservation standards) • 34-452 (solar design standards and energy life cycle costing) Arizona Governor’s Executive Order No. 91.3 (water conservation in state buildings) ASHRAE 90.1-2007 - Energy Standard for Buildings Except Low-Rise Residential ASHRAE 189.1-2011 - Standard for the Design of High-Performance Green Buildings

DEFERRED SUBMITTALS

Provide a complete automatic fire sprinkler system for the entire project including the mechanical penthouse by installing a fire sprinkler system per NFPA 13 and all applicable codes.

Install Class A fire alarm system throughout all areas as required for a functional system according to all applicable codes.

AUTOMATIC FIRE SPRINKLER SYSTEM: (IBC 903.3.1.1)

FIRE ALARM & DETECTION SYSTEMS: (IBC 907)

EXIT SIGNS: (IBC 1007.9, 1007.10, 1011.3, 1022.8)

Provide tactile signs stating "EXIT" and complying with ICC A117.1 at building exit doors, adjacent to each door to an area of refuge and exit stairways (IBC Section 1011.3)

Provide tactile signs stating "AREA OF REFUGE" and complying with ICC A117.1 adjacent to each door to an area of refuge (IBC Section 1007.9.1)

Provide tactile directional signage indicating the location of the other means of egress and which are accessible means of egress and complying with ICC A117.1 at elevator landings and within areas of refuge (IBC Section 1007.10)

Provide tactile floor identification signs at each floor landing in interior stairsways designating the floor level, the terminus of the top and bottom and the identification of the stair; and complying with ICC A117.1. The signage shall also state the story of, and the direction to the exit discharge and the availability of roof access from the stairway for the fire department (IBC Section 1022.8)

ACTUAL BUILDING AREAS PER FLOOR:

22,629 sf 30,531 sf 20,642 sf 20,642 sf

94,444 sf

FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR

BUILDING TOTAL

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :1

9: 36

A M

G003

CODE ANALYSIS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

1 Review Comments 08/06/14

LS LS

EX IS

TI N

G B

U IL

D IN

G TY

PE II

I B C

O N

ST R

U C

TI O

N , E

XI ST

IN G

( N

O N

-C O

M PL

IA N

T) M

IX ED

O C

C U

PA N

C Y

(A , B

, M , S

-1 , S

-2 )

NEW 4 STORY BUILDING TYPE II A CONSTRUCTION

MIXED OCCUPANCY (B & A3) NON-SEPARATED USES

EXISTING OPEN PARKING GARAGE TYPE I B CONSTRUCTION

6 TIERS

30 ' -

0 "

15 ' -

1 "30' - 1"

30' - 1"

DOUBLE FIRE WALL RATED PER IBC TABLE 602 (SEE "FIRE RESISTIVE ASSEMBLIES" FOR DETAILS)

IMAGINARY LOT LINE FIRE SEPARATION DISTANCE (F.S.D.) LINE

LINE OF FLOOR ABOVE

EX IS

TI N

G B

U IL

D IN

EXISTING BUILDING

AERIAL FIRE TRUCK ACCESS CLEARANCE

30' - 1"

34 ' -

1 0"

36 ' -

6 "

15 ' - 0 " 18 ' - 6 "

30 ' - 1 "

17 ' - 3 " 18 ' - 6 "

IMAGINARY LOT LINE FIRE SEPARATION DISTANCE (F.S.D.) LINE

TRANSI T SPLIN

E TRANSIT SPLINE

B LO

M E

D R

IV E

SAN FRANCISCO STREET

0 H EXTERIOR WALLS UNLIMITED UNPROTECTED OPENINGS

1 H EXTERIOR WALLS LIMITED UNPROTECTED OPENINGS

0 H EXTERIOR WALLS UNLIMITED UNPROTECTED OPENINGS (TYP).

17' - 1"

0' -0

" L O

T LI

N E IMAGINARY LOT LINE

FIRE SEPARATION DISTANCE (F.S.D.) LINE

INFILL GARAGE PANEL OPENINGS WITH 1H CONSTRUCTION. REPLACE DOOR W/ 1 H ASSEMBLY

NOTE: INFILL OF WEST WALL AND SOUTH WALL PANELS DOES NOT AFFECT NATURAL VENTILATION CALCULATIONS FOR THE PARKING GARAGE. REFER TO SF GARAGE AS-BUILTS, SHEET A 0.5 FOR DETAILS.

PLAZA

PUBLIC ENTRANCE

37 ' -

8 "

53 ' -

6 "

361' - 4"

299' - 9" 27' - 7"

85 ' -

9 "

26' - 0"

7' - 3"

5' - 5" 30' - 0"

FIRST FLOOR 0"

SECOND FLOOR 16' - 0"

THIRD FLOOR 32' - 0"

FOURTH FLOOR 46' - 6"

PENTHOUSE FLOOR 60' - 6"

PENTHOUSE ROOF 80' - 6"

34' - 10"36' - 6"18' - 11"

0 HR EXTERIOR WALLS UNLIMITED

UNPROTECTED OPENINGS

1 HR EXTERIOR WALLS LIMITED

UNPROTECTED OPENINGS

FIRE SEPARATION DISTANCE 5' TO LESS THAN 10'

25% (UP, S) (IBC TABLE 705.8)

GROUND FLOOR: FIRE SEPARATION DISTANCE

15' TO LESS THAN 20' 75% (UP, S)

(IBC TABLE 705.8)

FIRE SEPARATION DISTANCE 5' TO LESS THAN 10'

25% (UP, S) (IBC TABLE 705.8)

15' - 0"22' - 0" ACTUAL

730 SF

182 SF (25% OPENING) 90 SF (ACTUAL OPENING)

529 SF

650 SF

180 SF264 SF

32 ' -

0 "

14 ' -

6 "

132 SF (25% OPENING) 84 SF (ACTUAL OPENING)

163 SF (25% OPENING) 84 SF (ACTUAL OPENING)

66 SF (25% OPENING)

EX IS

TI N

G P

AR KI

N G

G AR

AG E

1 HR EXTERIOR WALL

69 ' -

1 0"

135 SF (75% OPENING) 103 SF (ACTUAL OPENING)

17 ' -

9 "PENTHOUSE BEYOND

62' - 9"TOP OF ROOF

FIRST FLOOR 0"

SECOND FLOOR 16' - 0"

THIRD FLOOR 32' - 0"

FOURTH FLOOR 46' - 6"

PENTHOUSE FLOOR 60' - 6"

1 H EXTERIOR WALLS LIMITED

UNPROTECTED OPENINGS

FIRE SEPARATION DISTANCE 15' TO LESS THAN 20'

75% (UP, S) (IBC TABLE 705.8)

260 SF 195 SF (75% OPENING) 38 SF (ACTUAL OPENINGS)

189 SF

235 SF

110 SF

141 SF (75% OPENING) 35 SF (ACTUAL OPENINGS)

176 SF (75% OPENING) 35 SF (ACTUAL OPENINGS)

EX IS

TI N

G P

AR KI

N G

G AR

AG E

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

11 :1

0 PM

G004

CODE ANALYSIS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1" = 30'-0" SITE PLAN - CODE ANALYSIS

NORTH

1/16" = 1'-0" NORTH ELEVATION - CODE ANALYSIS

1/16" = 1'-0" PARTIAL EAST ELEVATION - CODE ANALYSIS

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

UP DN

EXITING REQUIREMENTS

FIRST FLOOR (occupant load < 500 persons)

SECOND FLOOR (occupant load > 500 persons)

THIRD FLOOR (occupant load < 500 persons)

FOURTH FLOOR (occupant load < 500 persons)

MAXIMUM ALLOWABLE DISTANCE (WITH SPRINKLERS) MAXIMUM ACTUAL DISTANCE

MAXIMUM ALLOWABLE DISTANCE (MIXED OCCUPANCY - WITH SPRINKLERS) MAXIMUM ACTUAL DISTANCE

168 Persons 38 Persons

167 Persons 198 Persons 571 Persons

108 Persons 113 Persons 46 Persons 33 Persons

272 Persons 197 Persons 769 Persons

68 Persons 188 Persons 58 Persons

314 Persons

120 Persons 189 Persons 309 Persons

1,963 Persons

2,387 sf 748 sf

16,666 sf 2,828 sf

22,629 sf

1,619 sf 11,288 sf

902 sf 1,642 sf 5,414 sf 9,819 sf

30,531 sf

1006 sf 18,774 sf

862 sf 20,642 sf

1,778 sf 18,864 sf 20,642 sf

94,444 sf

FIRST FLOOR (UG ADMISSIONS AND ONE-STOP CENTER) B B B A-3

SECOND FLOOR (MATH CENTER) B B B B A-3 A-3

THIRD FLOOR (FACULTY OFFICES) B B A-3

FOURTH FLOOR (FACULTY OFFICES) B B

BUILDING TOTAL

ASSEMBLY CLASSROOM GENERAL / ADMIN ASSEMBLY TOTAL

ASSEMBLY GENERAL / ADMIN CLASSROOM VOCATIONAL CLASSROOM VOCATIONAL TOTAL

ASSEMBLY GENERAL / ADMIN ASSEMBLY TOTAL

ASSEMBLY GENERAL / ADMIN TOTAL

A-3 = 250' ALLOWABLE B = 300' ALLOWABLE A-3 = 248' B = 276'

= 75' PERMITTED

= 53'

15 net 20 net

100 gross auditorium

15 net 100 gross

20 net 50 net 20 net 50 net

15 net 100 gross

15 net

15 net 100 gross

OCCUPANT LOAD

B = A-3 =

OCCUPANT LOAD:

MINIMUM PLUMBING FACILITIES

1238 PERSONS 725 PERSONS

(619 MEN + 619 WOMEN) (362 MEN + 363 WOMEN)

MEN WOMEN ALL

B A-3 TOTAL

REQ'D

PROV'D

13.38 2.90

16.28

LAV

8.74 1.82

10.56

(RATIO)

(1+1:50) (1:125)

LAV

8.74 1.81

10.55

(RATIO)

(1+1:80) (1:200)

(RATIO)

(1:100) (1:500)

12.38 1.45

13.83

16*

13.38 5.58

18.96

(RATIO)

(1+1:50) (1:65)

(RATIO)

(1+1:80) (1:200)

(IBC TABLE 2902.1 )

REQUIRED EXITS FOR FLOORS: (IBC TABLE 1021.1)

EXIT ACCESS TRAVEL DISTANCE: (IBC 1016, 508.3.1)

COMMON PATH TRAVEL DISTANCE: (IBC 1014.3)

TWO exits required TWO exits provided

THREE exits required THREE exits provided

TWO exits required TWO exits provided

SINK

1 SERVICE

SINK

* (4) DRINKING FOUNTAINS SUBSTITUTED WITH WATER COOLERS (HYDRATION STATIONS). NUMBER OF HYDRATION STATIONS IS < 50% OF ALL PROVIDED FIXTURES (IPC 410.1).

(6) HIGH DRINKING FOUNTAINS (6) LOW DRINKING FOUNTAINS (4) HYDRATION STATIONS WITH REACH RANGES

COMPLYING WITH BOTH HIGH & LOW

CODE PLAN LEGEND 2 HOUR RATED WALL

1 HOUR RATED WALL

FIRE EXTINGUISHER FIRE EXTINGUISHER IN CABINET

AED CABINET, OFOI CONTRACTOR TO PROVIDE OPENING

WALL RECESSED KNOX BOX. INSTALL 60-IN AFF.

FEC

AED

KNOX BOX

9365 SF GEN. (100G)

B 748 SF

CLASS (20N)

2828 SF AUDITORIUM

A-3

94P

38P

3324 SF GEN. (100G)

34P

3867 SF GEN. (100G)

39P

171P (154 FIXED SEATS & 17 ADA SEATS) + 30P (STAGE 15N)

REFER TO SHEETS A818, A819, A857 FOR AUDITORIUM PLAN AND DETAILS

662 SF ASSEMBLY (15N)

45P

110 SF GEN (100G)

LINE OF FLOOR ABOVE

900 SF WAITING (15N)

B 60P

225 SF WAITING (15N)

15P

600 SF WAITING (15N)

40P

110 SF LOUNGE (15N)

1 H

R E

X TE

R IO

R W

AL L

36 ' -

6 "

F.E.C

AED

F.E.C

AED

KNOX BOX

FEFE

FEC

201P

F.E.C

KNOX BOX

F.E.C

FEC

FE FE

FEC 3

F.E.C F.E.C

18864 SF GENERAL (100G)

430 SF LOUNGE (N15)

B 561 SF (15N)

B 562 SF (15N)

B 29P

38P 38P

191P

225 SF WAITING (15)

B 15P

AEDF.E.C

F.E.CAEDF.E.C. F.E.C

F.E.C

10490 SF GEN (100G)

8247 SF VOCATIONAL (50N)

A-3

165P

1572 SF VOCATIONAL (50N)

A-3

32P

622 SF CLASSROOM (20N)

435 SF LOUNGE (15N)

B 435 SF

LOUNGE (15N)

449 SF (15N)

1873 SF CLASS (20N)

A-3 1800 SF

CLASS (20N)

A-3 1741 SF

CLASS (20N)

A-3

105P

29P 29P

30P

94P 90P 88P

792 SF VOCATIONAL (50N)

16P

798 SF GEN. (100G)

280 SF CLASSROOM (20N)

14P

32P

AED 850 SF

VOCATIONAL (50N)

17P

300 SF WAITING (15N)

20P

AED

F.E.C

F.E.C.

1 H

R E

XT ER

IO R

W A L

36 ' -

6 "

F.E.C F.E.C

F.E.C

430 SF LOUNGE (15N)

18774 SF GENERAL (100G)

29P 351 SF (15N)

B 862 SF (15N)

A-3

24P58P

188P

225 SF WAITING (15N)

B 15P

AED

AEDF.E.C. F.E.C

F.E.C

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 28/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 3:

10 :4

3 PM

G005

CODE ANALYSIS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

NORTH

3/64" = 1'-0" FIRST FLOOR - OCCUPANCY LOAD

3/64" = 1'-0" FOURTH FLOOR - OCCUPANCY LOAD

3/64" = 1'-0" SECOND FLOOR - OCCUPANCY LOAD

3/64" = 1'-0" THIRD FLOOR - OCCUPANCY LOAD

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

UP DN

75 '/3

= 25

' m in

ex its

se pa

ra tio

(1 01

5.2 .1

ex c.2

)

54 '-5

" a ctu

al se

pa ra

tio n

74 ' -

EXIT DOOR

200

EXIT DOOR

268

EXIT DOOR

260

EXIT DOOR

220

EXIT DOOR

480 EXIT DOOR

100

EXIT DOOR

101

EXIT DOOR

161

EXIT DOOR

256

EXIT DOOR

109

LINE OF FLOOR ABOVE

STAIR 1 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 200 P MIN STAIR WIDTH REQ'D = 200 X .3 = 60" STAIR WIDTH PROVIDED = 60" MIN DOOR WIDTH REQ'D = 200 X .2 = 40" DOOR WIDTH PROVIDED = 44"

EXIT 2: MAX LOAD = 74 P MIN WIDTH REQ'D = 74 X .2 = 15" DOOR PROVIDED = 68"

EXIT: MAX EXIT LOAD = 256 P MIN WIDTH REQ'D = 256 X .2 = 52" DOOR PROVIDED = 68"

EXIT 1: MAX LOAD = 268 P MIN WIDTH REQ'D = 268 X .2 = 54" CORRIDOR PROVIDED = 66" DOOR PROVIDED = 44"

EXIT 4: MAX LOAD = 161 P MIN WIDTH REQ'D = 161 X .2 = 33" DOOR PROVIDED = 68"

EXIT 3: MAX EXIT LOAD = 480 P MIN WIDTH REQ'D = 480 X .2 = 96" DOOR PROVIDED = 96"

EXIT: MAX EXIT LOAD = 220 P MIN WIDTH REQ'D = 220 X .2 = 44" DOOR PROVIDED = 44"

EXIT: MAX EXIT LOAD = 260 P MIN WIDTH REQ'D = 260 X .2 = 52" DOOR PROVIDED = 68"

EXIT DOOR

OCCUPANT LOAD TO EXIT 3

OCCUPANT LOAD TO EXIT 2

OCC. LOAD TO EXIT 3

OCCUPANT LOAD TO EXIT 1

OCCUPANT LOAD TO EXIT 4

COMMON PATH OF TRAVEL = 50'

NO ENCLOSURE BELOW STAIR

O C

C . L

O AD

TO E

XI T

"FLOOR ID" SIGN S-09 (A858)

NORTH STAIR ROOF ACCESS

FLOOR

FLOORS 1 TO 4 EXIT DISCHARGE

1 "EXIT"SIGN S-05 (A858)

"EXIT" SIGN S-05 (A858)

"F.D.C." SIGN S-11 (A858)

"FIRE ALARM PANEL" SIGN S-11 (A858)

"ELECTRICAL ROOM" SIGN S-11 (A858)

"FLOOR ID" SIGN S-09 (A858)

NORTH STAIR NO ROOF ACCESS

FLOOR

FLOORS 1 TO 4 EXIT DISCHARGE

"EXIT" SIGN S-05 (A858)

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 171 PERSONS"

57' /3=

1 9' m

in e xits

se pa

rat ion

(10 15

.2.1 ex

c.2 )

56 ' ac

tua l se

pa rat

ion 57'

- 4 "

58 ' -

10 "

60 ' -

59 ' -

10 "

59 '-1

0" /3=

1 9'-

6" m

in ex

its se

pa rat

ion

(10 15

.2. 1 e

xc .2)

41 ' a

ctu al

se pa

rat ion

60 '/3

= 20

' m in

ex its

se pa

ra tio

(1 01

5.2 .1

ex c.2

)

41 ' a

ctu al

se pa

ra tio

60 '/3

= 20

' m in

ex its

se pa

rat ion

(10 15

.2. 1 e

xc .2)

48 ' a

ctu al

se pa

rat ion

EXIT DOOR

256EXIT DOOR 23

EXIT DOOR

120

EXIT DOOR

200

EXIT DOOR

44 EXIT DOOR

EXIT DOOR

45 EXIT DOOR

44 EXIT DOOR

EXIT DOOR

EXIT 313P

STAIR 1 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 200 P MIN STAIR WIDTH REQ'D = 200 X .3 = 60" STAIR WIDTH PROVIDED = 60" MIN DOOR WIDTH REQ'D = 200 X .2 = 40" DOOR WIDTH PROVIDED = 44"

STAIR 3 EXIT ACCESS STAIRWAY (1016.1 exc.3): MAX EXIT LOAD = 313 P MIN WIDTH REQ'D = 313 X .3 = 94" WIDTH PROVIDED = 114"

STAIR 2 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 256 P MIN STAIR WIDTH REQ'D = 256 X .3 = 77" STAIR WIDTH PROVIDED = 78" MIN DOOR WIDTH REQ'D = 256 X .2 = 52" DOOR WIDTH PROVIDED = 68"

MAX. COMMON PATH OF TRAVEL = 53' < 75' (OK)

12 9'/

3= 4

3' mi

n e xits

se pa

rat ion

(10 15

.2. 1 e

xc .2)

13 7'

ac tua

l se pa

rat ion12

9' - 0

11 4"

OCCUPANT LOAD TO STAIR 2

OCCUPANT LOAD TO STAIR 3

OCCUPANT LOAD TO STAIR 1

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 32 PERSONS"

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 165 PERSONS"

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 94 PERSONS"

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 90 PERSONS"

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 88 PERSONS"

"AREA OF REFUGE" SIGN S-07 (A858)

"FLOOR ID" SIGN S-09 (A858)

"EXIT STAIR AREA OF REFUGE" SIGN S-06 (A858)

NORTH STAIR ROOF ACCESS

FLOOR

FLOORS 1 TO 4 DOWN TO FLOOR 1

FOR EXIT DISCHARGE

OCC. LOAD TO STAIR 3

OCC. LOAD TO STAIR 1

SOUTH STAIR NO ROOF ACCESS

FLOOR

FLOORS 1 TO 4 DOWN TO FLOOR 1

FOR EXIT DISCHARGE

"FLOOR ID" SIGN S-09 (A858)

"AREA OF REFUGE" SIGN S-07 (A858)

"EXIT STAIR AREA OF REFUGE" SIGN S-06 (A858)

"AREA OF REFUGE DIRECTION" SIGN S-08 (A858)

B OCCUPANCY MAX. TRAVEL DISTANCE = 276' < 300' (OK)

A-3 OCCUPANCY MAX. TRAVEL DISTANCE = 248' < 250' (OK)

SHAFTSHAFT

OCCUPANT LOAD TO STAIR 2

OCCUPANT LOAD TO STAIR 3

EXIT PLAN LEGEND ACTUAL TRAVEL DISTANCE

OCCUPANT LOAD SUM AT DOOR OR EXIT

EXIT SIGN

DIRECTION OF TRAVEL ARROW

EXIT DOOR

101P

X'-0"

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 28/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 28

/2 01

4 3:

11 :0

2 PM

G006

EXIT PLAN - FIRST & SECOND FLOORS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

NEW SHEET

1/16" = 1'-0" FIRST FLOOR - EXIT PLAN

1/16" = 1'-0" SECOND FLOOR - EXIT PLAN

NORTH

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14

UP DN

EXIT DOOR

157

STAIR 1 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 157 P MIN STAIR WIDTH REQ'D = 157 X .3 = 48" STAIR WIDTH PROVIDED = 60" MIN DOOR WIDTH REQ'D = 157 X .2 = 32" DOOR WIDTH PROVIDED = 32"

STAIR 2 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 157 P MIN STAIR WIDTH REQ'D = 157 X .3 = 48" STAIR WIDTH PROVIDED = 60" MIN DOOR WIDTH REQ'D = 157 X .2 = 32" DOOR WIDTH PROVIDED = 32"

OCCUPANT LOAD TO STAIR 2

OCCUPANT LOAD TO STAIR 1 COMMON PATH OF TRAVEL = 28'

"AREA OF REFUGE" SIGN S-07 (A858)

"FLOOR ID" SIGN S-09 (A858)

NORTH STAIR ROOF ACCESS

FLOOR

FLOORS 1 TO 4 DOWN TO FLOOR 1

FOR EXIT DISCHARGE SOUTH STAIR

NO ROOF ACCESS FLOOR

FLOORS 1 TO 4 DOWN TO FLOOR 1

FOR EXIT DISCHARGE

"FLOOR ID" SIGN S-09 (A858)

"AREA OF REFUGE" SIGN S-07 (A858)

"EXIT STAIR AREA OF REFUGE" SIGN S-06 (A858)

"AREA OF REFUGE DIRECTION" SIGN S-08 (A858)

EXIT DOOR

157

"EXIT STAIR AREA OF REFUGE" SIGN S-06 (A858)

SHAFTSHAFT

42' - 0

42' -0"

/3= 14

' m in e

xits se

par atio

(10 15.

2.1 ex

c.2 )

20' ac

tua l se

par atio

PROVIDE SIGNAGE - MIN 1" LETTERS: "MAXIMUM OCCUPANTS 58 PERSONS"

TRAVEL DISTANCE = 180' TRAVEL DISTANCE = 202'

EXIT DOOR

154

STAIR 1 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 154 P MIN STAIR WIDTH REQ'D = 154 X .3 = 47" STAIR WIDTH PROVIDED = 60" MIN DOOR WIDTH REQ'D = 154 X .2 = 31" DOOR WIDTH PROVIDED = 32"

STAIR 2 - INTERIOR EXIT STAIR: MAX EXIT LOAD = 155 P MIN STAIR WIDTH REQ'D = 155 X .3 = 47" STAIR WIDTH PROVIDED = 48" MIN DOOR WIDTH REQ'D = 155 X .2 = 32" DOOR WIDTH PROVIDED = 32"

EXIT DOOR

155

OCCUPANT LOAD TO STAIR 2

OCCUPANT LOAD TO STAIR 1 COMMON PATH OF TRAVEL = 28'

SHAFTSHAFT

"AREA OF REFUGE" SIGN S-07 (A858)

"FLOOR ID" SIGN S-09 (A858)

NORTH STAIR ROOF ACCESS

FLOOR

FLOORS 1 TO 4 DOWN TO FLOOR 1

FOR EXIT DISCHARGE SOUTH STAIR

NO ROOF ACCESS FLOOR

FLOORS 1 TO 4 DOWN TO FLOOR 1

FOR EXIT DISCHARGE

"FLOOR ID" SIGN S-09 (A858)

"AREA OF REFUGE" SIGN S-07 (A858)

"EXIT STAIR AREA OF REFUGE" SIGN S-06 (A858)

"AREA OF REFUGE DIRECTION" SIGN S-08 (A858)4

"EXIT STAIR AREA OF REFUGE" SIGN S-06 (A858)

TRAVEL DISTANCE = 180' TRAVEL DISTANCE = 202'

EXIT PLAN LEGEND ACTUAL TRAVEL DISTANCE

OCCUPANT LOAD SUM AT DOOR OR EXIT

EXIT SIGN

DIRECTION OF TRAVEL ARROW

EXIT DOOR

101P

X'-0"

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

0: 26

A M

G007

EXIT PLAN - THIRD & FOURTH FLOORS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

NEW SHEET

1/16" = 1'-0" THIRD FLOOR - EXIT PLAN

1/16" = 1'-0" FOURTH FLOOR - EXIT PLAN

NORTH

No. Description Date

1 Review Comments 08/06/14

INTERIOR WALLS & CEILING FINISH REQUIREMENTS BY OCCUPANCY

WITH AUTOMATIC SPRINKLER SYSTEM INTERIOR FINISH RATINGS (IBC)

k l.2009 I.B.C. TABLE 803.9; SPRINKLERED

a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Sec. 803.11.1.

b. In exit enclosures of buildings less than three stories above grade plane of other than Group I-3, ... Class C interior finish for sprinklered buildings shall be permitted.

c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire-resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group classification of the building or structure.

d,e Not used f,g Not applicable h,i Not applicable j. Not applicable k. Finish materials as provide for in other sections of the 2009 I.B.C. l. Applies when the exit enclosures, exit passageways, corridors or rooms

and enclosed spaces are protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.

INTERIOR WALL & CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES: (IBC 803.1)

Class A: Flame spread 0-25; smoke-developed 0-450

Class B: Flame spread 26- 75; smoke-developed 0-450

Class C: Flame spread 75- 200; smoke-developed 0-450

FLAME SPREAD & SMOKE-DEVELOPED RATINGS FOR CODE COMPLIANCE IN BUILDINGS EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEMS (I.B.C.)

CORRIDORS cSPACES ENCLOSED

ROOMS AND

a,bPASSAGEWAYS AND EXIT

EXITS ENCLOSURES

C C

C B

B Bf

GROUP

B, E, M, R-1 A-3 , A-4, A-5

CCCS

Reprinted from the Online Certification Directory with permission from Underwriters Laboratories Inc. Copyright c 2012 Underwriters Laboratories Inc. R

(SECTION VIEW)

DESIGN 4-1.1 I.B.C. TABLE 720.1 (2)

FOR WALLS I.B.C. TABLE 721.2.1.1

CONCRETE WALLS SHALL BE REINFORCED WITH HORIZONTAL AND VERTICAL TEMPERATURE REINFORCEMENT AS REQUIRED BY I.B.C.

REFER TO I.B.C. CHAPTER 7, TABLE 720.1 (2) AND APPLICABLE FOOTNOTES FOR ADDITIONAL REQUIREMENTS AND INFORMATION PERTAINING TO

PLASTER or 1.5 TIMES THE THICKNESS OF GYPSUM PLASTER APPLIED IN

THICKNESS SHOWN FOR SOLID CONCRETE IS EQUIVALENT THICKNESS DEFINED AS THE ACTUAL THICKNESS OF SOLID MATERIAL PLUS THICKNESS

THE EQUIVALENT THICKNESS MAY INCLUDE THE THICKNESS OF CEMENT

CHAPTER 19. (IBC 1907.12; ACI 318, SEC. 7.12)

FIRE RATINGS OF SOLID CONCRETE WALLS.

(A)

MINIMUM REQUIREMENTS SOLID CONCRETE MATERIAL

SAND-LIGHTWEIGHT CONCRETE LIGHTWEIGHT CONCRETE

CARBONATE AGGREGATE CONCRETE SILICEOUS AGGREGATE CONCRETE

OF APPROVED APPLIED MATERIALS

4-1.1

4-1.1 4-1.1 4-1.1

ITEM NO.

PROJECT

FACE-TO-FACE (INCHES)

REQUIREMENT GOVERNS MOST RESTRICTIVE AND REINFORCING - CONCRETE THICKNESS

6.2"7.0"

5.1"

6.6" 5.4"

4.4" 4.6" 5.7"

4HR. 3HR.

3.5"5.0"

3.6" 3.8" 4.6"

2.5" 2.7" 3.2"

THIS

2HR. 1HR.

FOR WALLS CONSTRUCTED OF SOLID CONCRETE

DRAWINGS FOR ACTUAL REFER TO STRUCTURAL

MINIMUM REQUIREMENTS THIS DATA SUMMARIZES

TEMPERATURE REINFORCEMENT

SEE BELOW FOR

REQUIREMENTS

ACCORDANCE WITH THE REQUIREMENTS OF I.B.C. CHAPTER 25.

MINIMUM FINISHED THICKNESS

REINFORCMENT FOR SHRINKAGE AND TEMPERATURE STRESSES NORMAL TO FLEXURAL REINFORCEMENT SHALL BE PROVIDED IN STRUCTURAL SLABS WHERE THE FLEXURAL REINFORCEMENT EXTENDS IN ONE DIRECTION ONLY.

FOR DEFORMED REINFORCEMENT, THE AREA OF SHRINKAGE AND TEMPERATURE REINFORCEMENT SHALL PROVIDE AT LEAST THE FOLLOWING RATIOS OF REINFORCEMENT AREA TO GROSS CONCRETE AREA, BUT NOT LESS THAN 0.0014:

WALL SLABS WHERE GRADE 40 or 50 DEFORMED BARS ARE USED WALL SLABS WHERE GRADE 60 DEFORMED BARS OR WELDED WIRE FABRIC (PLAIN OR DEFORMED) ARE USED WALL SLABS WHERE REINFORCEMENT WITH YIELD STRESS EXCEEDING 60,000 PSI IS USED

.....................................................................................................0.0020

........ 0.0020 (B)

............... SEE ACI MANUAL(C)

SHRINKAGE AND TEMPERATURE REINFORCEMENT SHALL BE SPACED NOT FARTHER APART THAN FIVE TIMES THE SLAB THICKNESS, NOR 18 INCHES.

4.3"

3.1" 3.3" 4.0"

1.5HR.

CAST-IN-PLACE SOLID CONCRETE OR PRECAST WALLS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

0: 32

A M

G010

FIRE RESISTIVE ASSEMBLIES (WALLS)

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

Reproduced from HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

November 15, 2006

SECTION A-A

A 2A

1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Steel Floor And Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Spray-Applied Fire Resistive Materials* — (Optional, Not Shown)—Prior to the installation of the deflection channel, Forming Material and

Fill, Void or Cavity Material (Items 3A, 3B, 3C) the steel floor units may be sprayed with a min 5/16 in. to max 1-3/4 in. thickness of fire resistive material. W R GRACE & CO - CONN — Type MK-6-HY

1A. Roof Assembly — (Not Shown) — As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features:

A. Steel Roof Deck — Max 3 in. (76 mm) deep galv steel fluted roof deck. B. Roof Insulation — Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the floor units.

1B. Roof Assembly — As an alternate to Items 1 and 1A, a fire rated protected fluted steel deck roof assembly may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the following construction features:

A. Steel Roof Deck — Max 3 in. (76 mm) deep galv steel fluted roof deck. B. Spray—Applied Fire Resistive Materials* — (Not Shown)—Prior to the installation of the steel ceiling runners, Forming Material and Fill,

Void or Cavity Material (Items 2A, 3A, 3B), the roof assembly shall be sprayed with the type and thickness of fire resistive material indicated in the individual P700 Series design.

2. Wall Assembly — The 1 or 2 hr fire rated gypsum board /steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A Steel Floor And Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 1 in. (25 mm) flanges. Ceiling runner installed within the U-shaped deflection channel (Item 3A) with a 1-1/2 in. (38 mm) gap maintained between the top of ceiling runner and top of deflection plate.

A1. Light Gauge Framing*-Slotted Ceiling Runner — (For use in applications where the nom joint width does not exceed 1-1/2 in. or 38 mm) - As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray-applied fire resistive material is used on the steel deck, slotted ceiling runner secured through spray-applied material to valley of the steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 24 in. (610 mm) OC. METAL-LITE INC — The System SCAFCO STEEL STUD MANUFACTURING CO SLIPTRACK SYSTEMS INC — SLP-TRK

A2. Light Gauge Framing*-Vertical Deflection Ceiling Runner — (For use in applications where the nom joint width does not exceed 1 in. or 25 mm) - As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors spaced max 24 in. (610 mm) OC. When vertical deflection ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray-applied fire resistive material is used on the steel deck, vertical deflection ceiling runner secured through spray-applied material to valley of the steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 24 in. (610 mm) OC. THE STEEL NETWORK INC — VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800

A3. Light Gauge Framing* — Clipped Ceiling Runner — As an alternate to the ceiling runner in Items 2A, 2A1 and 2A2, clipped runner to consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange of the steel studs (Item 2B). Track sized to accommodate steel studs (Item 2B). Track flanges to be min 3-1/4 in. (83 mm). Clipped ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors spaced max 24 in. (610 mm) OC. When clipped ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray-applied fire resistive material is used on the steel deck, clipped ceiling runner secured through spray-applied material to valley of the steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 24 in. (610 mm) OC. TOTAL STEEL SOLUTIONS L L C — Snap Trak

A4. Light Gauge Framing* - Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A through 2A3, notched ceiling runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, and secured with steel masonry anchors spaced max 24 in. (610 mm) OC. When notched ceiling runner is used, deflection channel (Item 3A) shall not be used. When optional spray-applied fire resistive material is used on the steel deck, notched ceiling runner secured through spray-applied material to valley of deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 24 in. (610 mm) OC. DENMAR STEEL INC — Type SCR

B. Studs — Steel studs to be min 2-1/2 in. (64 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC.

C. Gypsum Board* — Gypsum board installed to a min total thickness of 5/8 in. (16 mm) or 1-1/4 in. (32 mm) on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 2 in. (51 mm) gap shall be maintained between the top of the gypsum board and the bottom of the steel deck and the top row of screws shall be installed into the studs 4 to 4-1/2 in. (102 to 114 mm) below the lower surface of the floor or roof.

3. Joint System — Max separation between bottom of floor or roof and top of wall at time of installation of joint system is 2 in. (51 mm). The joint system is designed to accommodate a max 20 percent compression or extension from its installed width. The joint system consists of a deflection channel, forming material and a fill material, as follows:

A. Deflection Channel — A nom 3-5/8 in. (92 mm) wide by 3 in. (76 mm) deep min No. 22 gauge steel U-shaped channel. Deflection channel installed parallel to direction of fluted steel deck, centered beneath valley, and secured to valley of steel deck with steel fasteners or by welds spaced max 12 in. (305 mm) OC. When optional spray-applied fire resistive material is used on the steel deck, deflection channel secured through spray-applied material to valley of the steel deck with min 3/16 in. (5 mm) diam steel masonry anchors spaced max 12 in. (305 mm) OC. The ceiling runner (Item 2A) is installed within the deflection channel to maintain a 1-1/2 in. (38 mm) gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner is not fastened to the deflection channel.

B. Forming Material* — Nom 5/8 in. (16 mm) and 1-1/4 in. (32 mm) thick strips of min 4 pcf mineral wool batt insulation, for 1 and 2 hr rated assemblies respectively, cut to wide, compressed 33 percent in width and firmly packed into the gap between the top of the gypsum board and bottom of the steel deck, flush with both surfaces of the wall. Adjoining lengths of strips to be tightly butted with butted seams spaced min 48 in. (1.2 m) apart along the length of the joint. ROCK WOOL MANUFACTURING CO — Delta Board

B1. Forming Material* - Strips — (Optional) - Nom 5/8 in.(16 mm) and 1-1/4 in. (32 mm) wide by 4 in. (102 mm) thick precut mineral wool strips for 1 and 2 hr rated assemblies respectively. The strips are cut to thickness, compressed 50 percent in thickness and firmly packed into the gap between the top of the gypsum board and bottom of the steel floor units, flush with on both sides of the wall. Adjoining lengths of strips to be tightly butted with butted seams spaced min 48 in. (1.2 m) apart along the length of the joint. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips

C. Fill, Void or Cavity Material* — Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of 1/2 in. (13 mm) onto gypsum board and steel deck on both sides of wall. When spray-applied fire resistive material is applied to the steel deck, the fill material is to overlap the gypsum board a min of 1/2 in. (13 mm) and the spray-applied fire resistive material a min of 2 in. (51 mm) on both sides of wall. When spray-applied fire resistive materials are used, the CP672 firestop spray shall overlap the wall a min 1/2 in. (13 mm) and overlap the spray-applied fire resistive material a min of 2 in. (51 mm) on both sides of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray

*Bearing the UL Classification Mark

System No. HW-D-0089 Assembly Ratings - 1 and 2 Hr (See Items 2 and 3)

Nominal Joint Width - 2 In. Class II and III Movement Capabilities - 20% Compression

or Extension

Reproduced from HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

November 15, 2006

SECTION A-A

3B1B 1A

3B 3A

3B 1B

1. Floor Assembly — The fire-rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the Fire Resistance Directory and shall include the following construction features:

A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.

2. Wall Assembly — The 1 or 2 hr fire-rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 1-1/4 in. (32 mm) flanges. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced max 12 in. (305 mm) OC.

A1. Light Gauge Framing*-Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. METAL-LITE INC — The System SCAFCO STEEL STUD MANUFACTURING CO SLIPTRACK SYSTEMS INC — SLP-TRK

A2. Light Gauge Framing*-Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Item 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. (610 mm) OC. THE STEEL NETWORK INC — VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800

B. Studs — Steel studs to be min 2-1/2 in. (64 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC.

C. Gypsum Board* — For 1 hr assembly, one layer of 5/8 in. (16 mm) thick gypsum board is required in the individual Wall and Partition Design. For 2 hr assembly, two layers of 5/8 in. (16 mm) thick gypsum board is required in the individual Wall and Partition Design. For both hourly ratings, a nominal 3/4 in. (19 mm) gap shall be maintained between the top of the gypsum board and the bottom surface of the steel floor units and the top row of screws shall be installed into the studs 3 in. (76 mm) below the valleys of the steel floor units.

The hourly rating of the joint system is dependent on the hourly fire rating of the wall. 3. Joint System — Max separation between bottom of floor or roof and top of wall is 3/4 in. (19 mm). The joint system is designed to

accommodate a max 33 percent compression or extension from its installed width. The joint system consists of a packing material and a fill material between the top of the gypsum board and the bottom of the floor or roof, as follows:

A. Forming Material* — Nom 4 pcf (64 kg/m3) mineral wool batt insulation, cut to the shape of the fluted deck, approx 20 percent larger than the area of the flutes and compressed into the flutes of the steel deck flutes above the ceiling runner. The mineral wool insulation is to project beyond each side of the ceiling runner, recessed 1/2 in. (13 mm) from both wall surfaces . For 2 hr assembly, an additional 1-1/2 in. (38 mm) thick by 3/4 in. (19 mm) wide sections of mineral wool batt insulation compressed 50 percent and installed cut edge first to fill the 3/4 in. (19 mm) gap between the top of gypsum board and bottom of the steel deck. The forming material shall be recessed 1/2 in. (13 mm) from each side of the wall. FIBREX INSULATIONS INC — FBX Safing Insulation

A1. Forming Material*—Plugs — (Optional, Not Shown) - Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completely fill the flutes above the ceiling channel. The plugs shall project beyond each side of the ceiling runner and shall be recessed 1/2 in. (13 mm) from both wall surfaces. Additional forming material, described in Item 3A, to be used in conjunction with the plugs to fill the gap between the top of gypsum board and bottom of steel deck. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP777 Speed Plugs

B. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. (13 mm) thickness of fill material installed on each side of the wall in the flutes of the steel deck and between the top of the gypsum board and the bottom of the steel deck, flush with each surface of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP606 Flexible Firestop Sealant

*Bearing the UL Classification Mark

System No. HW-D-0045 Assembly Rating -- 1 and 2 Hr (See Item 2)

Nominal Joint Width -- 3/4 In. Class II Movement Capabilities -- 33% Compression or

Extension

Reproduced courtesy of Underwriters Laboratories, Inc. November 09, 2011

SECTION A-A

A2C

3C2B

1C 1A

1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700, D800, or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Structural Steel Support - Steel beam, as specified in the individual D700, D800, or D900 Series Floor-Ceiling Design,

used to support steel floor units. Steel beam centered over and parallel with wall assembly. D. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips (Item 2B), steel floor units and

structural steel support to be sprayed with the min thickness of material specified in the individual D700, D800, or D900 Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange of the steel beam. Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-3/8 in. (35 mm). SOUTHWEST FIREPROOFING PRODUCTS CO - Type 5, Type 5GP W R GRACE & CO - CONN - Type MK-6/HY

D1. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips (Item 2B), steel floor units and structural steel support to be sprayed with the min thickness of material specified in the individual D700, D800, or D900 Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange of the steel beam. Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 11/16 in. (18 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-1/2 in. (38 mm). ISOLATEK INTERNATIONAL - Type 300 or Type II

2. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to

accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1-1/4 in. (32 mm) to max 2 in. (51 mm) flanges. When deflection channel (Item 3A) is used, flange height of ceiling runner is to be equal to or greater than flange height of deflection channel and the ceiling runner is to nest within the deflection channel with a 1/2 in. (13 mm) to 3/4 in. (19 mm) gap maintained between the top of the ceiling runner and the top of the deflection channel. When deflection channel is not used, ceiling runner is secured to steel beam (Item 1A) with steel attachment clips (Item 2B) spaced max 24 in. (610 mm) OC. Ceiling runner or deflection channel to be centered beneath and parallel with bottom flange of steel beam. A clearance equal to the required thickness of spray-applied fireproofing material (Item 1D) shall be maintained between the top of the ceiling runner or deflection channel and the bottom flange of the steel beam.

A1. Light Gauge Framing* - Slotted Ceiling Runner - Slotted ceiling runner may be used as an alternate to the ceiling runner in Item 2A. Slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2C). Ceiling runner is secured to steel beam (Item 1A) with steel attachment clips (Item 2B) spaced max 24 in. (610 mm) OC. Slotted ceiling runner to be centered beneath and parallel with bottom flange of steel beam. A clearance equal to the required thickness of spray-applied fireproofing material (Item 1D) shall be maintained between the top of the slotted ceiling runner and the bottom flange of the steel beam. When slotted ceiling runner is used, deflection channel (Item 3A) shall not be used. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP-TRK CLARKWESTERN BUILDING SYSTEMS INC - Type SLT, SLT-H MARINO/WARE, DIV OF WARE INDUSTRIES INC - TYPE SLT

B. Steel Attachment Clips - Z-shaped clips formed from 1 in. (25 mm) wide strips of min 20 ga galv steel. Clips to be sized to extend through the thickness of the spray-applied fire-resistive material on the bottom flange of the steel beam with 2 in. (51 mm) long upper and lower legs. Legs of clips fastened to bottom of beam (prior to application of spray-applied fire-resistive materials) and top of ceiling runner (or deflection channel) with steel fasteners or welds. Clips spaced max 16 in. (406 mm) OC.

C. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. (13 mm) to 3/4 in. (19 mm) less in length than assembly height with bottom nesting in and secured to floor runner. When deflection channel (Item 3A) is used, steel studs attached to ceiling runner (Item 2A) with sheet metal screws located 1/2 in. (13 mm) below the bottom of the deflection channel. When deflection channel is not used, studs to nest in ceiling runner without attachment.

D. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on each side of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed in accordance with the individual U400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) high gap shall be maintained between the top of the gypsum board and the bottom plane of the spray applied fire resistive material on the structural steel support member. The screws attaching the gypsum board to the studs along the top of the wall shall be located 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum board attachment screws shall be driven into the ceiling runner or into the optional deflection channel. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.

3. Joint System - Max separation between spray applied fire resistive material on bottom of structural support member and top of gypsum board (at time of installation of joint system) is 3/4 or 1 in. (19 or 25 mm). The joint system is designed to accommodate a max 19 or 100 percent compression or extension from its installed width as measured between bottom plane of the protective material on the steel beam and the top of the gypsum board. When Item 3B1 is used in lieu of the strips of mineral wool described in Item 3B, the maximum joint width is 3/4 in. (19 mm) and the movement capabilities are 100% compression or extension. The joint system shall consist of forming and fill materials, with or without a deflection channel (Item 3A), as follows:

A. Deflection Channel - (Optional, Not Shown) - Max 2 in. (51 mm) deep min 24 gauge galv steel channel sized to accommodated ceiling runner (Item 2A). Deflection channel installed parallel with and centered beneath bottom flange of steel beam (Item 1C) and secured to steel beam with steel clips (Item 2B) spaced max 16 in. (406 mm) OC. The ceiling runner (Item 2A) is installed within the deflection channel to maintain a 1/2 in. (13 mm) to 3/4 in. (19 mm) gap between the top of the ceiling runner and the top of the deflection channel. A clearance equal to the required thickness of spray-applied fireproofing material (Item 1D) shall be maintained between the top of the ceiling runner or deflection channel and the bottom flange of the steel beam. The ceiling runner nests inside the deflection channel without attachment.

B. Forming Material* - Sections of nom 4 pcf (64 kg/m3) mineral wool batt insulation to be compressed 50 percent in thickness and installed cut edge first to completely fill the gap above the top of the gypsum board. The forming material shall be installed flush with both surfaces of wall. FIBREX INSULATIONS INC - FBX Safing Insulation IIG MINWOOL L L C - MinWool-1200 Safing ROCK WOOL MANUFACTURING CO - Delta Board ROXUL ASIA SDN BHD - SAFE ROXUL INC - SAFE THERMAFIBER INC - Type SAF

B1. Forming Material* - (Not Shown) - As an option to Item 3B, nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high joint forming material profile installed on both sides of the wall assembly. Profile installed by first marking a line across the top of the wall 3 in. (76 mm) below the bottom plane of the steel floor or roof deck valleys. Joint profile material positioned with its top edge against both the underside of the spray-applied fire-resistive material with its bottom edge on the line scribed on the wall assembly. Bottom of the joint profile attached to gypsum board with nom 1/2 in. (13 mm) long steel staples spaced not greater than 8 in. (203 mm) OC. Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) at shiplapped ends. SPECIFIED TECHNOLOGIES INC - SpecSeal Speed Flex Joint Profile

C. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fill material spray applied over the forming material on each side of the wall. Fill material to overlap min 1/2 in. (13 mm) onto gypsum board and min 2 in. onto the spray applied material (Item 1D) on the steel beam on both sides of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal AS200 Elastomeric Spray

*Bearing the UL Classification Mark

System No. HW-D-0252 Assembly Rating -- 1 and 2 Hr (See Item 1)

Nominal Joint Width - 3/4 or 1 in. (See Item 3) L Rating At Ambient - Less Than 1 CFM/Lin Ft L Rating At 400°F - Less Than 1 CFM/Lin Ft

Class II Movement Capabilities - 19% or 100 % Compression or Extension (See Item 3)

THE STEEL NETWORK INC - VERITRACK VT, SERIES, 250VT, 362VT, 400VT, 600VTAND 800VT

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

0: 35

A M

G011

FIRE RESISTIVE ASSEMBLIES (HEAD OF WALLS)

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

F Rating — 1 and 2 Hr (See Item 2)

Nominal Joint Width - 1-1/2 In. FT Rating — 1 and 2 Hr (See Item 2)

Class II Movement Capabilities — 50% Compression or Extension FH Rating — 1 and 2 Hr (See Item 2)

FTH Rating — 1 and 2 Hr (See Item 2)

Nominal Joint Width - 1-1/2 In. Class II Movement Capabilities — 50%

Compression or Extension

ASS IF IED

Classified by Underwriters Laboratories, Inc. to UL 2079 and CAN/ULC-S115

CONFIGURATION A 1A 1B

1A 1B

3A 3C

3B 2G 2F

2G 2F

MAX. 4" MAX. 12"

ANSI/UL2079 CAN/ULC S115

System No. HW-D-0640

1B 1A CONFIGURATION B 2B

3B 2G 2F 3A

1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floor assembly shall include the following construction features:

A. Steel Floor and Floor Units* — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. C. Structural Steel Support — Steel beam or open-web steel joist as specified in the individual D700 or D900 Series Floor-Ceiling Design, used

to support steel floor units. Structural steel support oriented parallel to wall assembly at a distance specified in Item D below. When structural steel support (Item 1C) consists of open-web steel joists, 3/8 in. (10 mm) diamond mesh expanded steel lath having a nom weight of 1.7 to 3.4 lb per sq yd (0.9 to 1.8 kg/m2) shall be installed to completely cover one side of each joist. The lath shall be secured with steel tie wire and shall be fully covered with spray applied fire resistive material.

D. Spray-Applied Fire Resistive Material* — Structural steel supports to be sprayed with the thickness of material specified in the individual D700 or D900 Series Design. The flutes of the steel floor units above the structural steel supports shall be filled with spray-applied fire resistive material. The distance from the sprayed structural steel support to the face of the steel wall studs shall not exceed 12 in. (305 mm). ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN — Type MK-6/HY, MK-6/HY ES, MK-6s, RG

E. Spray-Applied Fire Resistive Material* — (Not Shown) - For D700 Series Floor-Ceiling Design, after installation of the ceiling runner (Item 2A), steel floor units to be sprayed with the thickness of material as specified in the individual D700 Series Design. The flutes of the steel floor units above the ceiling runner (Item 2A) shall be filled with spray-applied fire resistive material. As an alternate, the spray-applied fire resistive material in the flutes above the ceiling runner may be applied to follow the contour of the steel floor units. Excess material shall be removed from the flanges of the ceiling runner beyond the required thickness of spray-applied fire resistive material on the steel floor units. ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN — Type MK-6/HY, MK-6/HY ES, MK-6s, RG

2. Shaft Wall Assembly — The 1 hr or 2 hr fire rated gypsum board/steel stud shaft wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

detail. Joints in the layers of gypsum board shall be staggered. The inner two layers of gypsum are secured with two rows of drywall screws located 12 in. (305 mm) on center. The outer layer of gypsum board is secured with two rows of drywall screws located 8 in. (203) on center. All fasteners are staggered between layers and are of sufficient length to penetrate into the furring shelf. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.

3. Joint System — Max separation between bottom of the steel floor units (or bottom of the spray applied fire resistive material on the steel floor units) and top of gypsum board liner panels (at time of installation of joint system) is 1-1/2 in. (38 mm). Max horizontal separation between spray applied fire resistive material on structural support member and Z-furring shelf is 4 in. (102 mm). The joint system is designed to accommodate a max 50 percent compression or extension from its installed width as measured between the bottom plane of the steel floor units or spray-applied fire resistive material on the steel floor units and the top of the gypsum board liner panels. The joint system shall consist of forming and fill materials, as follows:

A. Forming Material* — Nom 1 in. (25 mm) thick strips of min 4 pcf (64 kg/m3) mineral wool batt insulation. On shaft side of wall, strips of mineral wool cut to width, compressed 50 percent in thickness and inserted cut-edge first within ceiling runner above the top of liner panel flush with the inside surface of liner panel. Adjoining lengths of batt to be tightly butted with butted seams spaced min 36 in. (914 mm) apart along the length of the joint. In addition, in D900 Series assemblies, and in D700 assemblies when the spray-applied fire resistive material in the flutes above the wall follows the contour of the steel deck, sections of mineral wool batt sized to attain a min compression rate of 50 percent in the thickness direction are firmly packed to completely fill the flutes of the steel floor or roof deck between the top of the ceiling runner and the steel deck or spray-applied fire resistive material. The mineral wool batt insulation in the flutes is to be installed flush with the gypsum board surface on the shaft side of the wall, and flush with the flange of the ceiling runner on the opposite side of wall. IIG MINWOOL L L C — MinWool-1200 Safing ROCK WOOL MANUFACTURING CO — Delta Board ROCKWOOL MALAYSIA SDN BHD — SAFE ROXUL INC — SAFE THERMAFIBER INC — Type SAF

A1. Forming Material* — Plugs — As an alternate to Item 3A for the fluted area of steel floor or deck, preformed mineral wool plugs, formed to the shape of the flutes, are friction fit to completely fill the flutes above the ceiling runner. The plugs shall be installed flush with wall surface on shaft side of wall, and flush with leg of ceiling runner on structural member side of wall. Additional forming material, described in Item 3A2, to be used in conjunction with the plugs to fill the gap within the ceiling runner above the top of gypsum board liner panel. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP777 Speed Plugs

A2. Forming Material* - Strips — Nom 1-1/4 in. (32 mm) wide precut mineral wool strips. The strips are cut to appropriate thickness, compressed 50 percent in thickness and firmly packed within the ceiling runner into the gap above the gypsum board liner panel, flush with inside surface of liner panel. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips

B. Forming Material* — On structural member side of wall, pieces of min 4 pcf (64 kg/m3) mineral wool batt insulation cut to a width of 4 in. (102 mm), compressed 50 percent in thickness and inserted cut-edge first into gap between Z-furring/gypsum board shelf and lower elevation of sprayed beam, to be nominally flush with the bottom surface of this joint. Adjoining lengths of batt to be tightly butted with butted seams spaced min 36 in. (914 mm) apart along the length of the joint. IIG MINWOOL L L C — MinWool-1200 Safing ROCK WOOL MANUFACTURING CO — Delta Board ROCKWOOL MALAYSIA SDN BHD — SAFE ROXUL INC — SAFE THERMAFIBER INC — Type SAF

C. Fill, Void or Cavity Material* — Sealant — Min 1/16 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fill material sprayed or troweled within stud cavity and on both sides of the shaft wall to completely cover mineral wool forming material. Fill material to overlap a min of 1/2 in. (13 mm) onto gypsum board and ceiling runner within stud cavity. Fill material to overlap a min of 1/2 in. (13 mm) onto gypsum board and min 2 in. (51 mm) onto spray-applied fire resistive material on structural member on finished side of wall. Fill material in flutes to overlap a min of 1/2 in. onto steel deck and ceiling runner on unfinished side of wall with no overlap onto gypsum liner panel. When spray-applied fire resistive material (Item 1C) is applied to the steel deck, the fill material is to overlap the spray-applied fire resistive material a min of 2 in. (51 mm) on unfinished side of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS-SP WB Firestop Joint Spray

*Bearing the UL Classification Mark

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

December 03, 2013

in. (51 mm), fabricated from 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to floor with steel masonry anchors, steel fasteners or welds located not greater than 2 in. (51 mm) from ends and not greater than 24 in. (610 mm) OC before or after optional spray-applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray-applied material.

B. Ceiling Runner — Ceiling runner of wall assembly shall consist of galv steel channel sized to accommodate steel studs (Item 2C). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner installed perpendicular or parallel to direction of fluted steel deck and parallel to structural member and secured to steel deck valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC before or after optional spray-applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray-applied material.

B1. Light Gauge Framing* - Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2B, slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2C). Flange height of slotted ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Slotted ceiling runner installed perpendicular to or parallel direction of fluted steel deck and secured to steel deck valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC before or after optional spray-applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray-applied material. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS — Type SLT, SLT-H SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track TELLING INDUSTRIES L L C — True-Action Deflection Track

B2. Light Gauge Framing* — Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2B through B1, slotted ceiling runner to consist of galv steel channel, sized to accommodate steel studs (Item 2C). Flange height of slotted ceiling runner shall be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling runner installed perpendicular to or parallel direction of fluted steel deck and secured to steel deck valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm) OC before or after optional spray-applied fire resistive material is used. The use of welds to secure the ceiling runner may only be used prior to the installation of the optional spray-applied material. SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track-Type SDLT

C. Steel Studs — C-H or E-shaped studs, min 4 in. (102 mm) wide by 1-1/2 in. (38 mm) deep, fabricated from 25 MSG galv steel, cut to lengths 1 in. (25 mm) less than floor to ceiling height and spaced 24 in. (610 mm) OC. When slotted ceiling runner specified in Item 2B2 is used the C-H-shaped studs cut in lengths 3/4 to 1-3/4 in. (19 to 44 mm) less than floor to ceiling height and spaced 24 in. (610 mm) OC.

D. Gypsum Board* — Nom 1 in. (25 mm) thick gypsum board liner panels. Panels cut 1-1/2 in. (38 mm) less in length than floor to ceiling height. Vertical edges inserted in H-shaped section of C-H or E studs. At the ends of the assembly, the free edge of the end panels are attached to the long leg of vertical J-runners (Item 2A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12 in. (305 mm) OC.

E. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board applied in one or two layers for 1 hr and 2 hr fire rated assemblies, respectively. This gypsum board on the finished side of wall shall extend to a height nominally flush with the lowest elevation of the structural steel support, with the top edge of the layers staggered as shown in the detail and such that the gypsum board attachment screws at top edge of board penetrate into Z-furring (Item F). The screws attaching the gypsum board layers to the C-H studs shall be located 1 to 1-1/2 in. (25 to 38 mm) below the bottom of the ceiling runner or slotted ceiling track. No gypsum board attachment screws are to penetrate the ceiling runner or slotted ceiling track.

F. Z-Furring — Min 2 x 4 x 2 in. (51 by 102 by 51 mm) to max 2 x 8 x 2 in. (51 by 203 by 51 mm) by min 20 ga steel Z-furring shelf continuous along length of joint on structural member side of wall. Located nominally 1-1/4 in. (32 mm) (1 hr fire rated assembly) or 1-7/8 in. (48 mm) (2 hr fire rated assembly) above lowest elevation of sprayed structural member. The horizontal gap between edge of Z furring shelf and sprayed structural member at lowest elevation shall be min. ½ in. (13 mm) to max 4 in. (102 mm). Z furring secured to each wall stud on structural member side of wall with one min No. 8 sheet metal screw located nom ½ in. (13 mm) from top of furring leg. At splices, adjoining sections of Z furring shall overlap nom 4 in. (102 mm) and be secured at approx center of lap with two min No. 8 sheet metal screws located max 2 in. (51 mm) from each lip of the furring shelf. G. Gypsum Board* — Gypsum board sheets of the same type and thickness as used on the finished side of wall shall be cut to size and installed to a min total 1-1/4 in. (32 mm) or 1-7/8 in. (48 mm) thickness to fully cover exposed bottom of steel furring shelf (Item F) for 1 and 2 hr fire rated assemblies, respectively. The mating edges of the gypsum board on the wall and furring shelf shall be cut to fit as shown in the

A. Floor and Wall Runners - (Not Shown) - J-shaped runner, equal in width to steel studs (Item 2C) with unequal legs of 1 in. (25 mm) and 2

TABLE 602 FIRE SEPARATION DISTANCE LINE

SLOTTED ANGLE (SCAFCO OR EQ)

3 X 8 CONT. FRT NAILER

FRY REGLET "SPRINGLOK" COUNTER FLASHING SYSTEM

SINGLE-PLY ROOFING MEMBRANE ON RIGID INSULATION BOARD ON METAL ROOF DECKING

1 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

G012 A

EXISTING PRECAST PANEL AT GARAGE

2 X 4 X 2 'Z'-FURRING (20 GA)

EXT. WALL 2 HOUR

STR DES GAP PER

EXT. WALL 1 HOUR

1" HILTI HW-D-0640 1 HR HEAD OF WALL

4 WITH 1 HOUR

INFILL PANELS

3" 2"

TABLE 602 FIRE SEPARATION DISTANCE LINE

NON- COMBUSTIBLE FURRING WALL

FRY REGLET "SPRINGLOK" COUNTER FLASHING SYSTEM

EXTERIOR SIDING PANEL ON FURRING ON BARRIER MEMBRANE

1 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

EXISTING PRECAST PANEL AT GARAGE

2 X 4 X 2 'Z'-FURRING (20 GA)

1 HOUR MIN. COVERAGE CONCRETE OVER BENT STEEL PLATE

G012 A

EXT. WALL 2 HOUR

STR DES GAP PER

EXT. WALL 1 HOUR

1" HILTI HW-D-0640 1 HR HEAD OF WALL

M IN

. 3

1/ 2"

WHERE OCCURS SEE PLANS

WITH 1 HOUR INFILL PANELS

1 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

EXISTING PRECAST PANEL AT GARAGE

2 X 4 X 2 'Z'-FURRING (20 GA)

1 HOUR MIN. COVERAGE CONCRETE OVER BENT STEEL PLATE

3" M

IN .

3 1/

NON-COMBUSTIBLE FURRING WALL WITH THERMAL INSUL.

SLOTTED 'J' TRACK (SCAFCO OR EQ)

G012 A

NON-COMBUSTIBLE FURRING WALL WITH THERMAL INSULATION - SEE FLOOR PLANSEXT. WALL

2 HOUR STR DES GAP PER

EXT WALL 1 HOUR

WITH 1 HOUR INFILL PANELS

TABLE 602 FIRE SEPARATION DISTANCE LINE

1 HOUR SHAFTWALL (400CU-34; 5 PSF 18'-2" MAX HEIGHT, L/240)

WHERE OCCURS SEE PLAN

SEE PLANS WHERE OCCURS

EXISTING PRECAST PANEL AT GARAGE

NON-COMBUSTIBLE FURRING WALL WITH THERMAL INSULATION

EXT. WALL 2 HOUR

STR DES GAP PER

EXT. WALL 1 HOUR

WITH 1 HOUR INFILL PANELS 1 HOUR SHAFTWALL

(600CH-34; 7.5 PSF, 21'-2" MAX HEIGHT, L/240) 6" STUDS

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

11 :2

2 PM

G012

FIRE RESISTIVE ASSEMBLIES (RATED WALLS)

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

UL HW-D-0640A

1 1/2" = 1'-0" FIRE SEPARTION AT ROOF1 1 1/2" = 1'-0"

FIRE SEPARTION AT PENTHOUSE2

1 1/2" = 1'-0" FIRE SEPARTION AT FLOORS3

1 1/2" = 1'-0" FIRE SEPARTION AT LEVEL 1 FLR4

No. Description Date

1 Review Comments 08/06/14 3 Review Comments 08/28/14 4 ASI #1 09/15/14

EXISTING PRECAST PANEL AT GARAGE

NON-COMBUSTIBLE FURRING WALL WITH THERMAL INSULATION

EXT. WALL 2 HOUR

STR DES GAP PER

EXT. WALL 2 HOUR

WITH 1 HOUR INFILL PANELS

2 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS4

2 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

EXISTING PRECAST PANEL AT GARAGE

NON-COMBUSTIBLE FURRING WALL WITH THERMAL INSULATION

SLOTTED 'J' TRACK (SCAFCO OR EQ)

NON-COMBUSTIBLE FURRING WALL WITH THERMAL INSULATION - SEE FLOOR PLANSEXT. WALL

2 HOUR STR DES GAP PER

EXT WALL 2 HOUR

WITH 1 HOUR INFILL PANELS

TABLE 602 FIRE SEPARATION DISTANCE LINE

2 HOUR SHAFTWALL (400CU-34; 5 PSF 18'-2" MAX HEIGHT, L/240)

3" 2"

TABLE 602 FIRE SEPARATION DISTANCE LINE

SLOTTED ANGLE (SCAFCO OR EQ)

3 X 8 CONT. FRT NAILER

FRY REGLET "SPRINGLOK" COUNTER FLASHING SYSTEM

SINGLE-PLY ROOFING MEMBRANE ON RIGID INSULATION BOARD ON METAL ROOF DECKING

2 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

G012 A

EXISTING PRECAST PANEL AT GARAGE

2 X 4 X 2 'Z'-FURRING (20 GA)

EXT. WALL 2 HOUR

STR DES GAP PER

EXT. WALL 2 HOUR

1" HILTI HW-D-0640 1 HR HEAD OF WALL

WITH 1 HOUR INFILL PANELS

FIRST FLOOR 0"

EXISTING PRECAST PANEL AT GARAGE

2 HOUR SHAFTWALL [WP7051] (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

ELEVATOR PIT

WALL 2 HR

STR DES GAP PEREXIST. WALL

2 15/16" 1 7/8"

TABLE 602 FIRE SEPARATION DISTANCE LINE

SLOTTED ANGLE (SCAFCO OR EQ)

3 X 8 CONT. FRT NAILER

FRY REGLET "SPRINGLOK" COUNTER FLASHING SYSTEM

SINGLE-PLY ROOFING MEMBRANE ON RIGID INSULATION BOARD ON METAL ROOF DECKING

2 HOUR SHAFTWALL (600CH-34; 7.5 PSF 21'-2" MAX HEIGHT, L/240) 6" STUDS

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

G012 A

EXISTING PRECAST PANEL AT GARAGE

2 X 4 X 2 'Z'-FURRING (20 GA)

EXT. WALL 2 HOUR

STR DES GAP PER

EXT. WALL 2 HOUR

1" HILTI HW-D-0640 1 HR HEAD OF WALL

WITH 1 HOUR INFILL PANELS

G AR

AG E

IN TE

RI O

TABLE 602 FIRE SEPARATION DISTANCE LINE

EXISTING PRECAST CONCRETE GARAGE STRUCTURE

METAL J-MOLD AT WALL'S EDGE AT PERIMETER

EXISTING GARAGE PRECAST CONCRETE SPANDREL PANEL

EXPANSION BOLTS AT 24" O.C.MIN. 4"

AP PL

IE D

U L.

C LA

SS IF

IE D

F IR

E R

AT ED

S EA

LA N

T AT

P ER

IM ET

ER O

F IN

FI LL

W AL

L 1-HOUR RATED FIRE BARRIER WALL ASSEMBLY AND EXTERIOR EIFS FINISH AT EXPOSED TO EXTERIOR LOCATIONS (GARAGE SOUTH ELEVATION)

E5A

E5B

1-HOUR RATED SHAFT ENCLOSURE WALL ASSEMBLY, TYPICAL

EXISTING GARAGE PRECAST CONCRETE STRUCTURAL COLUMN

TABLE 602 FIRE SEPARATION DISTANCE LINE

METAL J-MOLD AT WALL'S EDGE AT PERIMETER

G AR

AG E

IN TE

RI O

AP PL

IE D

U L.

C LA

SS IF

IE D

F IR

E R

AT ED

S EA

LA N

T AT

P ER

IM ET

ER O

F IN

FI LL

W AL

1-HOUR RATED FIRE BARRIER WALL ASSEMBLY AND EXTERIOR EIFS FINISH AT EXPOSED TO EXTERIOR LOCATIONS (GARAGE SOUTH ELEVATION)

E5A

E5B

1-HOUR RATED SHAFT ENCLOSURE WALL ASSEMBLY, TYPICAL

STRUCTURAL STEEL BEAM WITH FIREPROOFING COAT

SLOTTED 'J' TRACK (SCAFCO OR EQ)

TABLE 602 FIRE SEPARATION DISTANCE LINE

ELEVATOR GUIDES AND MOUNTING BRACKETS SEE SHEET A621

EXISTING PRECAST PANEL AT GARAGE

5/8" IMPACT RESISTANT G.W.B.

LIGHT GAUGE METAL FRAMING

M IN

.60 °

STEEL PLATE

FIRE CAULK JOINT

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

09/ 15/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

9/ 17

/2 01

4 6:

11 :3

7 PM

G013

FIRE RESISTIVE ASSEMBLIES (RATED WALLS)

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

S ER

VI C

ES BU

IL D

IN G

(# 0

9. 60

0. 14

1) 11

00 S

B ea

ve r S

t., F

la gs

ta ff

AZ 8

60 11

100% CD PHASE 2

1 1/2" = 1'-0" FIRE SEPARTION AT LEVEL 1 FLR NORTH STAIR4

1 1/2" = 1'-0" FIRE SEPARTION AT FLOORS NORTH STAIR5

1 1/2" = 1'-0" FIRE SEPARTION AT ROOF NORTH STAIR6

1 1/2" = 1'-0" FIRE SEPERATION AT LEVEL 1 FLR ELEVATOR SHAFT 2HR1

1 1/2" = 1'-0" FIRE SEPARTION AT ROOF ELEVATOR SHAFT 2H3

1 1/2" = 1'-0" GARAGE 1HR WALL INFILL7

1 1/2" = 1'-0" GARAGE 1HR WALL INFILL AT COLUMN8

1 1/2" = 1'-0" BEAM PROTECTION ELEVATOR SHAFT2

1 1

No. Description Date

1 Review Comments 08/06/14 4 ASI #1 09/15/14

PENETRATION PROTECTION NOTES (IBC)

MEMBRANE PENETRATIONS OF FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES

FIRE-RESISTANCE-RATED ASSEMBLIES.

DISSIMILAR MATERIALS.

MISCELLANEOUS FIRE-RESISTANCE-RATED WALL REQUIREMENTS

DUCTS AND AIR TRANSFER OPENING.

THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES

MEMBRANE PENETRATION EXCEPTIONS TO MEMBRANE PENETRATION PROTECTION REQUIREMENTS OF FIRE-RESISTANCE-RATED WALLS.

PARTITIONS. INCLUDING FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE MEMBRANE PENETRATIONS IN FIRE-RESISTANCE-RATED WALL ASSEMBLIES

PARTITIONS. INCLUDING FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE

PENETRATIONS OF NONFIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES.

THROUGH PENETRATION

EXCEPTIONS TO MEMBRANE PENETRATION PROTECTION REQUIREMENTS OF FIRE-RESISTANCE-RATED FLOORS or ROOFS.

MEMBRANE PENETRATION

EXCEPTIONS TO THROUGH PENETRATION PROTECTION REQUIREMENTS OF FIRE-RESISTANC-RATED FLOORS or ROOFS.

EXCEPTIONS TO THROUGH PENETRATION PROTECTION REQUIREMENTS OF FIRE-RESISTANCE-RATED WALLS FOR STEEL ANGLES AND STEEL CONDUITS ONLY

THROUGH PENETRATION

THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL ASSEMBLIES

EXCEPTION :

http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/index.htm

Current editions of each penetration protection system are to be maintained on the jobsite (in hardcopy form). current editions can be downloaded from the underwriters laboratories online directory at the following internet address:

Penetrating items that connect not more than two stories are permitted provided that the annular space is filled with an approved noncombustible material to resist the free passage of flame and the products of combustion.

Noncombustible penetrating items that connect not more than three stories are permitted provided that the annular space is filled with an approved noncombustible material to resist the free passage of flame and the products of combustion.

(IBC SEC. 713.4.2)

FS2.

FS1. When submitting and installing penetration protection systems use most current edition of the listed system. reports shown in these drawings were correct at the time they were down- loaded from the internet and are for general reference only.

Noncombustible penetrating items shall not connect to combustible items beyond the point of firestopping. See Code for exceptions (IBC Sec. 713.3.3)

FS9.

FS8.

(IBC 713.3.)

penetrations of fire-resistance-rated walls by ducts and air transfer openings that are not protected with fire dampers shall be provided with an approved penetration firestop system. IBC Sec. 713.1.1)

FS3. Overall note: where sleeves are used, they shall be securely fastened to the assembly penetrated. the space between the item contained in the sleeve and the sleeve itself and any space between the sleeve and the assembly penetrated shall be protected. insulation and coverings on or in the penetrating item shall not penetrate the assembly unless the specific material used has been tested as a part of the assembly.

of fire-resistance-rated walls shall be protected. See Detail:

for options.

(IBC SEC. 713.3.2)

FS14. Penetrations of horizontal assemblies without a fire-resistance rating shall meet the requirements of shaft enclosures or shall comply with one of the following:

(IBC SECTION 713.3.2)

of fire-resistance-rated horizontal assemblies shall be enclosed in shaft enclosures (IBC Sec. 707.3.1) or protected by an approved penetration firestop system.

See Detail:

FS13.

FS11.

FS12.

Penetrations shall be installed as tested in an approved fire-resistance-rated assembly.

Through penetration firestop systems shall have an 'F' rating and a 'T' rating of not less than one hour but not less than the required rating of the floor penetrated.

FS10.

See Detail:

(IBC SECTION 713.4.1 AND IBC SECTION 707.2 EXCs. 3 & 4))

FS6.

FS7. Membrane penetrations shall comply with requirements for through penetrations. (See above requirements)

(IBC SEC. 713.3.1)

through penetrations shall be protected by an approved penetration firestop system installed as tested, with an 'f' rating of not less than the required fire-resistance rating of the wall penetrated.

FS5. Penetrations shall be installed as tested in an approved fire-resistance-rated assembly ... or ...

FS4.

floor penetrations contained and located within the cavity of a wall do not require a 'T' rating.

of fire-resistance-rated walls shall be protected. See Detail:

of fire-resistance-rated horizontal assemblies shall be enclosed in shaft enclosures (IBC Sec. 708.2) or protected by an approved penetration firestop system. Where floor/ceiling assemblies are required to have a minimum 1-hour fire-resistance rating, recessed fixtures shall be installed such that the required fire resistance will not be reduced.

SYSTEM PENETRATION FIRESTOP

PENETRATION

THROUGH PENETRATION

PENETRATION MEMBRANE

DESIGNED, TESTED, AND FIRE RESISTIVE PER TESTED STANDARDS TO RESIST (FOR A PRESCRIBED PERIOD OF TIME) THE PASSAGE OF FIRE THROUGH PENETRATIONS

PRODUCTS THAT ARE SPECIFIC MATERIALS OR

EXCEPTION: DUCTS COMMUNICATION SYSTEMS ENVIRONMENTAL AND MECHANICAL, PLUMBING, ITEMS FOR ELECTRICAL, ASSEMBLY TO ACCOMMODATE CREATED IN MEMBRANE OR

PENETRATION FIRESTOP SYSTEM

PARTITIONS: FOR FIRE-RESISTIVE WALLS &

AT WALLS (2009 IBC SEC. 713.4.1 & 713.4.2)

- ASSEMBLAGE OF

RATING OF WALL /

- OPENING

PARTITION

RATING = FIRE-RESISTIVE

RATING = NOT REQUIRED

PENETRATION PROTECTION NOTES

MEMBRANE PENETRATION

EXCEPTIONS :

METAL DECKING CONCRETE WITH

FLOOR CONCRETE

FLOOR / CEILING ASSEMBLY

RESISTANCE-RATED HORIZONTAL

PENETRATION PROTECTION EXCEPTIONS TO MEMBRANE

ASSEMBLIES

REQUIREMENTS OF FIRE-

INTERNATIONAL BUILDING CODE SECTION 713.3.2

2009

of fire-resistance-rated horizontal assemblies shall be protected by an approved pentration firestop system.

1. Membrane penetrations by steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes, vents, concrete, or masonry penetrating items where the annular space is protected in accordance with section 713.4.1 to prevent the free passage of flame and the products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches (64,500 mm ) in any 100 square feet (9.3 m ) of ceiling area in assemblies tested without penetrations. 2. Membrane penetrations by listed electrical outlet boxes of any material are permitted provided such boxes have been tested for use fire- resistance-rated assemblies and are installed in accordance with the instructions included in the listing. 3. The annular space created by the penetration of a fire sprinkler provided it is covered by a metal escutcheon plate.

1. Floor or Wall Assembly -- The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

B. Gypsum Board* -- Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 4 in.

2. Metallic Sleeve -- (Optional) -- Nom 4 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surfaces.

3. Electrical Nonmetallic Tubing+ --Nom 2 in. diam (or smaller) corrugated wall electrical nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC). Tubing to be rigidly supported on both sides of wall assembly. A nom annular space of 3/4 in. is required within the firestop system.

See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers.

4. Fill, Void or Cavity Material* -- Sealant -- Installed symmetrically on both sides of the wall.The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. Fill material applied within the annulus, flush with each end of the steel sleeve at

the thickness shown in the table below: F Rating Hr T Rating Hr Fill Mtl Depth In.

1 0 5/8 2 2 1-1/4

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant +Bearing the UL Listing Mark *Bearing the UL Classification Marking

Reproduced from HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 09, 2003

System No. W-L-2075 F Ratings - 1 & 2 Hr (See Item 4)

T Ratings - 0 and 2 Hr (see Item 4)

SECTION A-A

L Rating At 400 F - 4 CFM/Sq Ft L Rating At Ambient - Less Than 1 CFM/Sq Ft

2. Through-Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark

1. Wall Assembly -- The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides.

B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls.

The F Rating of the firestop system is equal to the fire rating of the wall assembly.

Underwriters Laboratories, Inc. Reproduced from HILTI, Inc. Courtesy of

December 4, 2002

System No. W-L-1054 F Ratings - 1 and 2 Hr (See Items 1 and 3)

T Rating - 0 Hr

SECTION A-A

2 1B

L Rating At 400 F - 4 CFM/Sq Ft

L Rating At Ambient - Less Than 1 CFM/Sq Ft

Reproduced from HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

May 31, 2007

SECTION A-A

2 1A

1. Wall Assembly — The 1 or 2 fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resitsnce Directory and shall include the following construction features.

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and

spaced max 24 in. (610 mm) OC. B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board, with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300,

U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 5-1/2 in. (138 mm) when sleeve (Item 2) is employed. Max diam of opening is 4 in. (102 mm)when sleeve (Item 2) is not employed.

The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Metallic Sleeve — (Optional) - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or Schedule 5 (or heavier) steel pipe or min 0.016 in. thick (0.41 mm, No. 28 ga) galv steel sleeve installed flush with wall surfaces. The

annular space between steel sleeve and periphery of opening shall be min 0 in. (0 mm, point contact) to max 1 in. (25mm). When Schedule 5 steel pipe or EMT is used, sleeve may extend up to 18 in. (457 mm) beyond the wall surfaces.

3. Cables — Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (0 mm, point

contact) to max 1 in. (25 mm) Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of copper conductor cables may be used.

A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. C. Type RG/U coaxial cable with polyethylene (PE) insulation and PVC jacket having a max outside diameter of ½ in. (13 mm). D. Multiple fiber optical communication cable jacketed with PVC and having a max OD of 5/8 in. (16 mm). E. Through Penetrating Products*— Max three copper conductor No. 8 AWG . Metal-Clad Cable+. AFC CABLE SYSTEMS INC F. Max 3/C (with ground)(or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacketing. G. Max 3/4 in. (19 mm) diam copper ground cable with or without a PVC jacket. H. Fire Resistive Cables* - Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable. A min 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. Through Penetrating Product* - Any cables, Metal-Clad Cable+ or Armored Cable+ currently Classified under the Through Penetrating Products category. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers.

4. Fill, Void or Cavity Material*— Sealant or Putty — Fill material applied within the annulus, flush with each end of the steel sleeve or wall surface. Fill material installed symmetrically on both sides of the wall. A min 5/8 in. (16 mm) thickness of

sealant is required for the 1 or 2 hr F Rating . An additional 1/2 in. (13 mm) diam bead of fill material shall be applied around the perimeter of sleeve on both sides of the wall whensleeve extends beyond surface of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC *Bearing the UL Classification Mark +Bearing the UL Listing Mark

System No. W-L-3065 F Ratings — 1 and 2 Hr (See Item 1)

T Rating — 0 Hr

— CP601S, CP606, FS-One Sealants or CP618 Putty

Reproduced from HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc. November 29, 2005

SECTION A-A

1. Wall Assembly — The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL fire Resistance

Directory and shall include the construction features noted below. A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced max 16 in. OC. Steel studs to be min. 2-1/2 in wide and spaced max 24 in OC. B. Gypsum Board* — Nom 5/8 in. thick gypsum board, as specified in the individual Wall and Partition Design. Max diam of opening is 11-1/2 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through-Penetrants — One nonmetallic pipe, conduit or tubing to be installed within the firestop system. The annular space between pipe and periphery of opening shall be min 0 in (point contact) to max 1/2 in. Pipe or conduit to be rigidly supported on both sides of the wall assembly.

The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 10 in. diam (or smaller) Schedule 40 solid-core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 10 in. diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. D. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. E. Polyvinylidene Fluoride (PVDF) Pipe — Nom 4 in. diam (or smaller) PVDF pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. When max 6 in. diam pipe is used, T Rating is equal to the hourly fire rating of the wall. When nom 8 in. or 10 in. diam pipe is used, T Rating is 0 hr.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N, CP 643 160/6"N, CP 644 200/8" andCP 644 250/10" Firestop Collars

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant *Bearing the UL Classification Mark

System No. W-L-2078 F Ratings — 1 and 2 Hr (See Item 1)

T Ratings — 0, 1 and 2 Hr (See Items 2 and 3) L Rating At Ambient — 3 CFM/sq ft

L Rating At 400 F — Less Than 1 CFM/sq ft

3. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum two anchor hooks for 1-1/2 and 2 in. diam pipes, three anchor hooks for 3 and 4 in. diam pipes, four anchor hooks for 6 in diam pipes, ten anchor hooks for 8 in. diam pipes and twelve anchor hooks for 10 in. diam pipes) The anchor hooks are to be secured to the surface of wall with 3/16 in. diam by 2-1/2 in. long steel toggle bolts along with washers. As an alternate for pipe sizes of nom 4 in. diam or less, min No. 10 by 1-1/2 in. long drywall or laminate screws with min 3/4 in. steel washers may be used. When the drywall or laminate screw is used, T Rating shall not exceed 1 hr.

4. Fill, Void or Cavity Material* — Sealant - (Not Shown) — Min 1/2 in. thickness of sealant applied within the annular space for nom 8 in. and 10 in. diam pipes, flush with each side of wall. Sealant in annular space is optional for max 6 in. diam pipes. A min 1/4 in. thickness of sealant is required withing the annular space, flush with each side of wall, to attain the L Ratings for max 6 in. diam pipes.

FIRE-RESISTIVE SYSTEM NOTES FR1. all systems listed by underwriters laboratories, i.c.c./n.e.r.,

gypsum association and other recognized testing agencies shall be installed per their report and manufacturer's written recommendations. where report and manufacturer's written recommendations differ from information shown on these drawings the most restrictive requirement applies.

FR2. substitutions for listed systems shall:

A. be listed by u.l., i.c.c/n.e.r., gypsum association, or another recognized testing agency... and ...

B. comply with product substitution requirements in the specifications.

FR3. up-to-date copies of all fire-resistive rated systems (ie: u.l., i.c.c./n.e.r., gypsum association, etc.) are to be maintained, in hardcopy form, on site throughout construction. copies shall be readily accessible to construction and inspection personel.

FR4. fire-resistive systems shown in drawings are representative of the type of systems to be used in this project. these drawings do NOT contain an exhaustive list of the Fire-resistive systems required. Where floors, roofs, walls, Structural frame, penetrants, joints, etc. Require a fire-resistive rating, by these drawings or governing codes they are to be protected by a fire-resistive system tested and approved for each specific use. all cost for use of Correct fire-resistive system are to be included in base bid. Firestopping: The work is to be installed by a contractor with at least one of the following qualifications: 1) UL Approved Contractor 2) FM 4991 Approved Contractor 3) Firm with not less than 3 years experience with complete fire stop installations. 4) Successfully completed not less than 3 comparable scale projects using similar systems.

Acceptable Manufactures Subject to compliance with through penetration firestop systems (XHEZ), joint systems (XHBN), and perimeter firestop systems (XHDG) listed in Volume 2 of the UL Fire Resistance Directory; provide products of the following manufacturers as identified below: 1) Specified Technologies Inc. STI Somerville, New Jersey 800.992.1180/www.stifirestop.com 2) Hilti, Inc., Tulsa, Oklahoma 800-879-8000/www.us.hilti.com

FR5.

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

0: 52

A M

G014

FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) WALLS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

1 Review Comments 08/06/14

EXCEPTIONS TO MEMBRANE PENETRATION PROTECTION

REQUIREMENTS OF FIRE- RESISTIVE WALLS

MASONRY WALL WALL

OTHER

EXCEPTIONS :

SECTION 713.3.2

2009 INTERNATIONAL BUILDING CODE

MEMBRANE PENETRATION OF FIRE-RESISTIVE WALLS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM. WHERE WALLS AND PARTITIONS ARE REQUIRED TO HAVE A MINIMUM 1 HOUR FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT REDUCED.

1. STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES (0,0102 m ) IN AREA, PROVIDED THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMEBRANE DOES NOT EXCEED 100 SQUARE INCHES (0.0645 m ) IN ANY 100 SQUARE FEET (9.29 m ) OF WALL AREA. SUCH BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING:

2 2

1.1 BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (610mm); 1.2 BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHERE THE WALL CAVITY IS FILLED WITH CELLULOSE LOOSE-FILL, ROCKWOOL OR SLAG MINERAL WOOL INSULATION; 1.3 BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION 717.2.1; 1.4 BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS; OR 1.5 BY OTHER LISTED MATERIALS AND METHODS.

2. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANT MATERIAL, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE- RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING.

3. THE ANNULAR SPACE CREATED BY THE PENETRATION OF AN AUTOMATIC SPRINKLER, PROVIDED IT IS COVERED BY A METAL ESCUTCHEON PLATE.

DUCTS AND AIR TRANSFER OPENINGS - PENETRATIONS OF FIRE-RESISTANCE- RATED WALLS BY DUCTS THAT ARE NOT PROTECTED WITH DAMPERS SHALL BE PROTECTED BY A PENETRATION FIRESTOP SYSTEM.

DISSIMILAR MATERIALS - NONCOMBUSTIBLE PENETRATING ITEMS SHALL NOT CONNECT TO COMBUSTIBLE ITEMS BEYOND THE POINT OF FIRESTOPPING UNLESS IT CAN BE DEMONSTRATED THAT THE FIRE-RESISTANCE INTEGRITY OF THE WALL IS MAINTAINED.

Reproduced from HILTI, Inc. Courtesy of

Underwriters Laboratories, Inc. November 13, 2001

SECTION A-A

3B 3A

1. Wall Assembly — The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory and

shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. Additional framing members

shall be used to completely frame around opening.

B. Gypsum Board* — Nom 5/8 in. thick with square or tapered edges. The gypsum wallboard type, number of layers and sheet orientation shall be as specified in the individual Wall and Partition Design Number. Max area of opening is 1300 in.

with the dimension of 50 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Steel Duct — Nom 24 in. by 48 in. (or smaller) No. 24 gauge (or heavier) galv steel duct to be installed within the firestop system. The annular space shall be min 0 (point contact) in. to a max 2 in. Duct to be rigidly supported on both sides of the

wall assembly. 3. Firestop System — The firestop system shall consist of the following:

A. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. thickness of fill material applied within annulus flush with both surfaces of wall. At point contact location, a min 1/2 in. diam bead of fill material shall be applied to the wall/duct interface on both

surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant, CP601S Elastomeric Firestop Sealant or CP606 Flexible Sealant.

B. Steel Retaining Angle — No. 18 MSG (0.048 in.) galv steel angles cut to fit contour of duct with a 2 in. overlap on the duct and a min 1 in.overlap on the gypsum board assembly on both sufaces of wall. 2 in. leg of angle secured to duct with min No. 8 by 3/4

in. long sheet metal screws, spaced a max of 6 in. OC. When bead of fill material is used at joint contact locations, angles shall be installed prior to full material curing.

*Bearing the UL Classification Mark

System No. W-L-7040 F Ratings — 1 and 2 Hrs (See Items

1 and 3) T Rating — 0 Hr

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

0: 56

A M

G015

FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) WALLS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

FIRE-RESISTIVE JOINT SYSTEMS (IBC)

JS2. ALL JOINT SYSTEMS LISTED BY I.C.C./N.E.R. NUMBER(S) OR UNDERWRITERS LABORATORIES SYSTEM NUMBER(S) SHALL BE INSTALLED PER THEIR REPORT AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. WHERE MANUFACTURER'S RECOMMENDATIONS DIFFER FROM INFORMATION SHOWN ON THESE DRAWINGS THE MOST RESTRICTIVE REQUIREMENT APPLIES.

JS4. FIRE-RESISTANT JOINT SYSTEMS SHALL BE INSTALLED FULL HEIGHT IN WALL ASSEMBLIES AND FULL LENGTH IN FLOOR AND ROOF ASSEMBLIES.

JS3. FIRE-RESISTANT JOINT SYSTEMS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO ACCOMMODATE EXPECTED BUILDING MOVEMENTS AND TO RESIST THE PASSAGE OF FIRE AND HOT GASES. 2009 IBC (SEC. 714.2)

JS1. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR-CEILING ASSEMBLIES AND ROOF OR ROOF-CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTIVE JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH IT IS INSTALLED. (SEC. 714.1)

JOINT MANUFACTURER SINGLE SOURCE PENETRATION AND

SM1. Single source manufacturer requirement -- fill, void or cavity material used in listed through-penetration firestop systems and listed joint systems shall be from the same mfr. exception: penetrants and joints that require protection systems, not provided by indicated manufacturer shall be protected by a U.L. listed system tested & approved for use at that penetrant or joint.

SM2. Drawings have been prepared using information & systems from specified technologies inc. comparable systems from alternate manufacturers listed in the u.l. fire resistance directory also may be used when the following conditions are satisfied:

A. Contractor certifies that alternate manufacturer provides U.L. listed systems for all of the through- penetration firestop systems and joint systems.

B. Contractor certifies that alternate manufacturer provides U.L. listed systems at each type of penetration and joint system encountered on this project.

C. Contractor certifies that penetrations and joint systems by all trades (gypsum board, mechanical, plumbing, electrical, special systems, etc.) shall be single source (the same alternate manufacturer).

SM3. All penetrations and joints in fire-rated assemblies be shall be protected with a through-penetration firestop system or joint system tested and U.L. listed for that type of penetration or joint.

REQUIREMENT

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

1: 03

A M

G016

FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) FLOORS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

No. Description Date

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

1: 09

A M

G017

FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) FLOORS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

NEW SHEET

No. Description Date

1 Review Comments 08/06/14

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

1: 29

A M

G018

FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) FLOORS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

NEW SHEET

No. Description Date

1 Review Comments 08/06/14

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

1: 55

A M

G019

FIRE RESISTIVE ASSEMBLIES (PENETRATIONS) FLOORS

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

NEW SHEET

No. Description Date

1 Review Comments 08/06/14

R E G

I S T E R

E D A RCH I T EC TCE

RT I F ICAT E NO.

A r i z o na U . S . A .

D AT E S I NEDG

22425 MARK ROBERT

DEE

EXPIRES 09/30/2014

DRAWN BY: REVIEWED BY:

PROJECT NUMBER:DATE:

SHEET TITLE:

KEY:

08/ 06/

SHEET NUMBER:

REVISIONS

2333 N. Central Ave. Phoenix, AZ 85004

tel 602.264.9731 dwlarchitects.com

8/ 8/

20 14

7 :2

1: 59

A M

G020

COMCHECK - ENVELOPE

MRDDWL

1400.0008/06/2014

ST U

D EN

T AN

D A

C AD

EM IC

SE R

VI C

ES B

U IL

D IN

G (#

0 9.

60 0.

14 1)

11 00

S B

ea ve

r S t.,

F la

gs ta

ff AZ

8 60

100% CD PHASE 2

NEW SHEET

No. Description Date

1 Review Comments 08/06/14

002_G000_Delta4ASI1
003_G001_Delta4ASI1
004_G002_Delta1
005_G003_Delta1
006_G004_Delta4ASI1
007_G005_Delta3
008_G006_Delta3
009_G007_Delta1
010_G010_Delta1
011_G011_Delta1
012_G012_Delta4ASI1
013_G013_Delta4ASI1
014_G014_Delta1
015_G015_Delta1
016_G016_Delta1
017_G017_Delta1
018_G018_Delta1
019_G019_Delta1
020_G020_Delta1