project name: no.: 18114.01 address: 260 second avenue ... · call for finer cement siding; neither...

Millicoma School – Addendum A April 19, 2019 of 3

PROJECT NAME:

Millicoma School

PROJECT NO.:

18114.01

ADDRESS: 260 Second Avenue FILE CODE: 6-b Coos Bay, Oregon DATE: APRIL 19, 2019

ADDENDUM NO. A

TO ALL PLAN HOLDERS: This Addendum forms a part of the Contract Documents and modifies the original bidding documents released for bid preparation. Please notify everyone concerned as your sub-contractors and suppliers of the issuance and contents of this addendum prior to date of bid opening. SPECIFICATIONS:

Item: Reference: Description:

01.01 No changes for this addendum DRAWINGS:

01.02 G0.20 Added fall restraint devices to Deferred Submittal list. 01.03 A1.20 Added keynote 4 for rated ceiling, per plan review comments. 01.04 A1.30 Added roof walking pads from access ladder to AHU.

Clarified spec section at Keynote 5. 01.05 A2.10 Elevation 2 – added indication for safety film on glass at Entry

Vestibule 01.06 A2.11 Elevation 2 – added indication for safety film on glass at Entry

Vestibule. Added note to remove existing door and frame.

01.07 A2.21 Elevations 18-21 - added indication for safety film on glass at Entry Vestibule

01.08 A4.02 Revised dimensions and notes on details 1 & 2, per plan check comments.

01.09 A5.11 Clarified material callouts on details 1-7, 11,12. Added storefront door details 21-23.

01.10 A6.10 Modified detail designation for doors 347A, 347B, 347C & 347D to reference details on sheet A5.11

01.11 A6.20 Elevations 3-7 - added indication for safety film on glass at Entry Vestibule. Clarified dimensions for Window “D” and SF-8.


BIDDER QUESTIONS: Question Response

01.12 Existing doors on door schedule but not on hardware index – 211B, 217B, 218, 219C, 220A, 220B, 308A, 308B, 308C, 308D, 309C, 310C, 310D, 311C. Will these not be receiving any new hardware? If they do, what hardware groups are they associated with

Refer to Note “M” in General Notes on sheet A6.10

01.13 Opening 219A is single 3070 per door schedule and plan. Hardware group 15 includes hardware for paired opening. Please advise correct hardware group for opening

Door 219A is to have hardware group 09.

01.14 Openings 325C, 325D, 325E, 325F, 325G sizes resemble an overhead door. These openings are included in hardware group 15 for hardware upgrade- hardware specified won’t fit the width of these doors. Please advise further direction for hardware and/or door sizes

These doors are hollow metal entry doors with sidelights. The doors are standard 3/0x7/0 pairs.

01.15 Exterior access doors 311J and 385E. Both to be Hollow metal doors and frames? Is there a direction for hardware on these?

311J and 385E are service access panels. Hardware is by the manufacturer.

01.16 Openings 380 and 384 both to receive hollow metal frames?

Those are existing doors and frames. No replacement is anticipated

01.17 Door schedule shows openings 347A, 347B, 347C, 347D to be aluminum door in hollow metal frame. Please advise if this is correct or if change in doors or frame material needs to occur.

Those are to be aluminum storefront frames.

01.18 A1.10 & A4.00: Show a window type “A” & “D”; Sheet A 6.20 Shows Type “A”, “B” & “D”; Elevation (1/A2.11)’s window sizes don’t appear to all match the sizes shown on A6.20.

Window Type “A” on A6.20 has been changed to Window Type “D”.


01.19 A2.11: (4/A2.11) calls for painted plywood to match (E); Legend on same sheet calls for T1-11; Details on A5.11 call for finer cement siding; neither wood or cement seem to show up in any spec section.

Existing siding appears to be “T1-11” plywood siding. New siding to match existing. No fiber-cement siding or trim will be used.

01.20 A1.10: Should the new window in Classroom 21 have a note 2 and also have a window and siding notation on (1/A2.11)?

Window in existing classroom was mislabeled. Label has been removed.

01.21 A4.01: Shows a note 2 below the new windows to replace plywood. Does anything happen above? Note: There doesn’t appear to be anything to show a head, jamb or sill detail; Looking at some details on Sheet A5.11, there appear to possibly be some that could fit. We have similar details.

Site visit is recommended to confirm that removal of existing windows will/will not require removal of siding or trim. Refer to details 5, 6 & 7 on sheet A5.11 for head, jamb & sill conditions.

01.22 General note: There are details that call out the exterior trim to match existing while there is also reference to fiber-cement trim. Please clarify what and where window trim goes.

Trim and siding is to match existing. No fiber-cement will be used on this project.

SUBSTITUTION REQUESTS:

01.23 None received . APPROVALS: Approvals are based on manufacturers only. Contractors are responsible for bidding on approved equipment equivalent in size and performance to that specified. Contractor is also responsible for all special electrical, mechanical, or other field adaptations required for equipment or items used other than that shown in the original project design. Attachment List: None

End of Addendum

Callout

Centerline Mark

Door Number

Building Element Tags

A1011

SIM

Grid

Keynote Reference

Level Datum

Building Section

Detail Section

Wall Section

Spot Elevation - Crosshair

Spot Elevation - Target Filled

Drawing Reference

?

NameElevation

1

1

A101

SIM

1

A101

SIM

/1 A101

0

ROOM NAME

101

Wall Type

Window Type

WS00

A

Area Name & Square Footage

Area name

150 SF

North Arrow

Room Name & Number

Storefront Type00

NORTH

0

Material Mark

WMark

H D

101

User Note

?

1

A101

SIM

Ceiling Elevation from Floor Level

Casework Type

Roof Assembly TypeRA_

0' - 0"

Revision Number

Revisions

Drawing Callout Types

Dimensional Control

Interior Elevation Callout

A3.01

A5.01

1A

1B

1C

1D

00

Exterior Elevation Callout1B

Location & Label

00 00 00.00

1

A101

SIM

A. THE INDIVIDUAL DISCIPLINE DRAWINGS (A, C, E, ETC.) ARE PART OF A LARGER SET OF DRAWINGS, WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED IN THE “INDEX OF DRAWINGS.” PARTIAL SETS OF DRAWINGS NOT INCLUSIVE OF ALL DISCIPLINES ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED.

B. CONSTRUCTION DOCUMENTS CONSIST OF DRAWINGS AND SPECIFICATIONS. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY REVIEW ALL DRAWINGS AND SPECIFICATIONS IN THIS PROJECT AND BECOME FAMILIAR WITH ALL STRUCTURES, FIXTURES AND EQUIPMENT TO BE INSTALLED. COORDINATE ALL ASPECTS OF THE CONSTRUCTION WITH ALL TRADES ON THE JOB TO ENSURE THAT ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL FACILITY ARE INCLUDED IN THE BID.

C. THE CONTRACTOR AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND LANDSCAPE AND OTHER PROJECT RELATED DOCUMENTS PRIOR TO CONSTRUCTION FOR THE PURPOSE OF COORDINATING PROCUREMENT, INSTALLATION ACTIVITIES AND SEQUENCING. BRING ANY DISCREPANCIES OR CONFLICTING DATA TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. IN THE EVENT OF A CONFLICT IN INFORMATION, THE MORE STRINGENT CONDITION SHALL APPLY.

D. DRAWINGS ARE SHOWN TO SCALE WHERE NOTED, WITH SCALE REFERENCES PROVIDED AS AIDS IN DETERMINING THE SIZE, PROPORTION AND LIMITS OF THE COMPONENTS OF THE PROJECT RELATIVE TO THE ACTUAL COMPLETED WORK. HOWEVER, ONLY THE WRITTEN NOTATIONS DESCRIBING SIZES SHALL BE UTILIZED FOR CONSTRUCTION. THE DRAWINGS SHALL NOT BE "SCALED" UNDER ANY CIRCUMSTANCES. DO

NOT SCALE DRAWINGS. PRIOR TO START OF ANY WORK CONTACT ARCHITECT REGARDING ANY DIMENSIONS NOT FOUND.

E. CALL BEFORE YOU DIG! OREGON LAW REQUIRES THE CONTRACTOR TO CONTACT THE "OREGON UTILITY NOTIFICATION CENTER" AT 1 (800) 332-2344 OR 1 (503) 232-1987, NO LESS THAN TWO (2) BUSINESS DAYS, BUT NO MORE THAN TEN (10) BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION. LOCATE ALL UNDERGROUND UTILITIES BEFORE STARTING ANY BELOW GRADE WORK.

F. CONTRACTOR SHALL VERIFY ALL EXISTING WORK AND DIMENSIONS AT THE SITE AND BRING ANY DISCREPANCIES OR CONFLICTING DATA TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF THE WORK.

G. UNLESS NOTED OTHERWISE, DIMENSIONS ON PLANS ARE AS FOLLOWS:1. TO FACE OF STUDS (F.O.S.)2. TO FACE OF CONCRETE3. TO FACE OF MASONRY4. CENTERLINE OF COLUMNS

H. ALL DOORS ARE DIMENSIONED TO THE EDGE OF THE FINISH DOOR OPENING, ALL OTHER OPENINGS ARE DIMENSIONED TO THE EDGE OF THE ROUGH OPENING, UNLESS OTHERWISE NOTED

I. DIMENSIONS INDICATED TO BE "FIN.", "CLEAR" OR "CLR." ARE DIMENSIONS TO THE FINISHED SURFACE OF THE WALL OR ASSEMBLY. SEE ROOM FINISH SCHEDULE & ASSEMBLY TYPES SHEET

J. SYSTEMS SHOWN ON THE DRAWINGS ARE INTENDED TO BE FURNISHED, INSTALLED AND TURNED OVER TO THE OWNER IN PROPER FUNCTIONING CONDITION. ALL WORK IS TO BE CONSIDERED IN CONTRACT SUM.

K. ALL WORK TO BE IN CONFORMANCE WITH GOVERNING CODES WHICH ARE HEREIN INCORPORATED INTO THESE DOCUMENTS BY REFERENCE. ALL CODE REQUIREMENTS SHALL BE INCLUDED IN CONTRACT SUM.

L. ALL ELEVATIONS OF NON-CIVIL DRAWINGS ARE REFERENCED FROM TOP OF THE FLOOR SLAB HAVING THE FOLLOWING ASSUMED ELEVATION: FINISH FLOOR ELEVATION = 100'-0".

M. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN TRADES.

N. WHERE DAMAGE TO EXISTING OR NEW INSTALLED FINISHES OCCURS DURING CONSTRUCTION, THE CONTRACTOR SHALL RESTORE SUCH FINISHES, AS SPECIFIED OR SCHEDULED, OR TO MATCH ADJACENT SURFACES.

O. FIXTURES AND EQUIPMENT SHOWN ARE FOR INFORMATION PURPOSES ONLY. REFER TO THE MANUFACTURER'S PRODUCT DATA AND THE MECHANICAL AND/OR ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FIXTURE AND EQUIPMENT DESCRIPTIONS, LOCATIONS AND INSTALLATION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK BETWEEN THE TRADES. BRING ANY CONFLICTS OR DISCREPANCIES TO THE ATTENTION OF THE CONTRACTOR BEFORE STARTING WORK.

P. CUTTING AND PATCHING: WHETHER OR NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY IN-PLACE WORK BY CUTTING, EXCAVATING OR OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND/OR SURFACES CUT OR DAMAGED IN EXECUTION OF THE WORK SHALL BE REPLACED WITH APPLICABLE MATERIALS SO THAT SURFACES WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES IN FIT, FINISH AND COLOR.

Q. THE CONTRACTOR AND SUB-CONTRACTORS SHALL EACH CAREFULLY REVIEW ALL OF THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TECHNOLOGY AND OTHER CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. BRING ANY DISCREPANCIES OR CONFLICTING DATA TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF WORK.

R. CONTRACTOR SHALL PREPARE AND IMPLEMENT AN INDOOR AIR QUALITY PROGRAM TO BE INSTITUTED DURING CONSTRUCTION ACTIVITIES.

S. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY EXISTING DAMAGE TO THE NEIGHBORING BUILDINGS, STRUCTURES AND FACILITIES, NEW OR EXISTING SITE IMPROVEMENTS, UTILITIES, ETC. FAILURE TO DO SO SHALL PLACE THE CONTRACTOR WITH THE SOLE RESPONSIBILITY FOR CORRECTING SUCH DAMAGE.

T. THE CONTRACTOR SHALL AVOID UNNECESSARY DISRUPTIONS TO THE FUNCTIONS AND/OR DAILY ACTIVITIES OF ADJACENT EXISTING FACILITIES AND BUILDINGS.

U. WHERE A DETAIL CALL OUT DESCRIBES A TYPE OF CONDITION, IT APPLIES TO ALL SIMILAR CONDITIONS, WHETHER OR NOT AT DETAIL TAG IS SHOWN AT THAT LOCATION ON THE PLANS.

V. PROVIDE BLOCKING, BACKING AND/OR FURRING AS REQUIRED FOR SECURE INSTALLATION OF EQUIPMENT AND ACCESSORIES. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. OWNER, CONTRACTOR AND ARCHITECT SHALL WALK BUILDING PRIOR TO COVERING FRAMING TO CONFIRM LOCATION OF BLOCKING/BACKING.

W. FURNITURE, FIXTURES AND EQUIPMENT - SEE MATRIX ON THIS SHEET.

X. REFER TO SPECIFICATION SECTION 09 2116-3.04.G FOR INSTALLATION OF GYPSUM BOARD ON EXTERIOR WALLS WITH VAPOR BARRIERS

PROJECT DESCRIPTION

PROJECT NAME: MILLICOMA ELEMENTARY SCHOOL ADDITION

PROJECT TYPE: EDUCATIONOCCUPANCY GROUP: E, with A-3 ANCILLARY USECONSTRUCTION TYPE: V-BEXISTING BUILDING AREA: 85,042 SF (APPROX.)ADDITION AREA: 2158 SFTOTAL BUILDING AREA: 87,200

SITE DESCRIPTION

TAX LOT: 25-13-25CC-5100ADDRESS: 260 2ND AVENUE, COOS BAY, OR 97420AREA: 3.0 AC

DEFERRED SUBMITTALSSPECIAL INSPECTIONS

1. PRE-ENGINEERED JOISTS AND TRUSSES2. FIRE ALARM SYSTEM3. ROOF MOUNTED FALL RESTRAINT DEVICES

SEE SPECIAL INSPECTION SCHEDULE ON SHEET S0.02

RELATED DOCUMENTS: PROJECT SHARES THE SAME SITE AS THE NEW EASTSIDE SCHOOL. SEE EASTSIDE SCHOOL DOCUMENTS FOR SITE WORK.

M A T R I X O F F U R N I S H E D / I N S T A L L E D I T E M S

DESKS, TEACHERS & STUDENTSCHAIRSLOOSE CABINETSFLAT-SCREEN TELEVISIONTV MOUNTING BRACKETSWHITE BOARDS

XXXX

X

XXXX

CLASSROOM SPACES

OWNER FURNISHED

OWNER INSTALLED

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

RI&C X

RI&C X X

COPYRIGHT 2019STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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Project Information

ANGLE& ANDAB ANCHOR BOLTACT ACOUSTICAL CEILING TILEADD ADDENDUMA.F.F. ABOVE FINISH FLOORALS AREA LIGHT STANDARDALUM ALUMINUMANOD ANODIZEDADJ. ADJACENT

BC BOTTOM OF CURBBD BOARDBLDG BUILDINGBLKG BLOCKINGB.M. BENCH MARKBM BEAMBOT BOTTOMBTU BRITISH THERMAL UNITBTWN BETWEEN

OR C CHANNELCB CATCH BASINCCTV CLOSED CIRCUIT TVCG CORNER GUARDC.I.P. CAST IN PLACECLG CEILINGCLR CLEARCJ CONTROL JOINTCMU CONCRETE MASONRY UNITCONT CONTINUOUSCORR CORRIDORCS.J CONSTRUCTION JOINTCSMT CASEMENTCT CERAMIC TILECTR CENTERØ CENTERLINE

DBL DOUBLEDTL DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDP DAMPROOFINGDR DOORDS DOWN SPOUTDT DRAIN TILEDWG DRAWINGD/B DESIGN BUILD

EA EACHEF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALE.O.S. EDGE OF SLABENGR ENGINEEREP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTES EACH SIDEEW EACH WAYEXST EXISTING(E) EXPANSIONEXT EXTERIOR

FA FIRE ALARMFBO FURNISHED BY OTHERSFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFFE FINISH FLOOR ELEVATIONFIN FINISHFL FLOORFO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFRT FIRE RETARDANT TREATEDFTG FOOTINGFURR FURRING

GA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGL GLASSGND GROUNDGVP GYPSUM VENEER PLASTERGWB GYPSUM WALL BOARD

HB HOSE BIBHC HANDICAPHDWR HARDWAREHM HOLLOW METALHW HOT WATERHVAC HEATING, VENTILATION AND

AIR CONDITIONING

INSUL INSULATIONINT INTERIOR

JAN JANITORJT JOINTJST JOISTWRB WATER RESISTANT BARRIER

L. LENGTHLAV LAVATORYLB LAG BOLTLKR LOCKERLS LANDSCAPINGLVR LOUVER

MAT'L MATERIALMAX MAXIMUMMB MARKERBOARDMECH MECHANICALMED MEDIUMMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMTD MOUNTEDMTL METAL

NA NOT APPLICABLENIC NOT IN CONTRACTNOM NOMINALNS NELSON STUDNTS NOT TO SCALE

OA OVERALLOC ON CENTERO.D. OVERFLOW DRAINOD OUTSIDE DIAMETEROFCI OWNER FURNISHED CONTRACTOR

INSTALLEDOFOI OWNER FURNISHED OWNER

INSTALLEDOH OVERHEADOPNG OPENINGOPP OPPOSITEOS OUTSIDE

PIP POURED IN PLACEPL PROPERTY LINEPLAS PLASTERPLYWD PLYWOODPSF PER SQUARE FOOTP.T. PRESSURE TREATEDPVMT PAVEMENT

R. RADIUSR.D. ROOF DRAINREF REFERENCEREFR REFRIGERATORREQ'D REQUIREDREV REVISE OR REVISIONRM ROOMR.O. ROUGH OPENINGRCP REFLECTED CEILING PLAN

SB SMART BOARDSC SOLID CORESECT SECTIONSF SQUARE FOOTSHTG SHEATHINGSHWR SHOWERSHT SHEETSIM SIMILARSJ SEISMIC JOINTSM SHEET METALSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSTL STEELSTOR STORAGESTRUCTSTRUCTURALSUSP SUSPENDED

T TEMPERED GLAZINGTC TOP OF CURBTEL TELEPHONET&G TONGUE AND GROOVETHK THICKTJ TOOL JOINTTP TOP OF PAVEMENTTYP TYPICALTOD TOP OF (MATERIAL)TOP TOP OF PARAPETTOS TOP OF STRUCTURE

UNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIERVERT VERTICALVEST VESTIBULEVFY VERIFY

W/ WITHWC WATER CLOSETWD WOODWF WIDE FLANGEWG WIRE GLASSWH WATER HEATERW/O WITHOUTWP WATERPROOFINGWT WEIGHT

ARCHITECTURAL ABBREVIATIONSStructural

S0.00 Cover Sheet

S0.01 General Structural Notes

S0.02 Special Inspection

S1.13 Overall Roof Plan Mechanical

S1.14 Entry Foundation Plan

S1.15 Entry Roof Framing Plan

S1.16 Foundation and Roof Plans - Classrooms

S1.17 Foundation Plan - ADA Walkway

S5.00 Foundation Details

S5.01 Foundation Details

S6.00 Wood Details

S7.00 Roof Framing Details

S7.01 Roof Framing Details

S8.00 Standard Shear Wall Details

Mechanical

M1.00 Specifications, Symbols & Abbreviations

M1.10 Schedules

M1.11 Schedules

M2.00 HVAC Lower Level Demolition

M2.10 HVAC Intermediate Level Demolition

M2.20 HVAC Main Level Demolition - West

M2.21 HVAC Main Level Demolition - East

M2.30 HVAC Roof Demolition

M3.00 HVAC Lower Level Plan

M3.10 HVAC Intermediate Level Plan

M3.20 HVAC Main Level Plan - West

M3.21 HVAC Main Level Plan - East

M3.30 HVAC Roof Plan

M4.00 Details

M4.01 HVAC Schematics and Sequences

Plumbing

P0.1 SYMBOLS LIST AND GENERAL NOTES - PLUMBING

P1.01 DEMOLITION MAIN FLOOR PLAN - PLUMBING

P1.02 DEMOLITION ROOF PLAN - PLUMBING

P1.10 OVERALL FLOOR PLANS - PLUMBING

P1.30 ROOF PLAN - PLUMBING

Electrical

E1.0 Electrical Plans - Symbols & 1-Line Diagram

E1.1 Electrical Plans - Symbols & 1-Line Diagram

E1.2 Electrical Plans - Panel Schedules

E2.0 Electrical Plans - Demolition

E3.0 Electrical Plans - New Classrooms

E3.1 Electrical Plans - Clocks & Intercom

E3.2 Electrical Plans - HVAC Replacement Interior

E3.3 Electrical Plans - HVAC Replacement Roof

General

G0.10 Cover Sheet

G0.20 Project Information

G0.30 CODE SUMMARY

G0.31 Exiting Diagrams

G1.40 Exterior Perspectives

Architectural

A1.01 Demolition Floor Plans

A1.02 Demolition Roof Plan

A1.10 Overall Floor Plans

A1.20 Overall Reflected Ceiling Plans

A1.30 Overall Roof Plan

A2.10 Exterior Elevations

A2.11 Exterior Elevations

A2.20 ADA Mounting Heights

A2.21 Interior Elevations

A2.22 Interior Elevations

A3.10 Building Sections

A3.20 Wall Sections

A4.00 Enlarged Floor Plans

A4.01 Enlarged Floor Plans

A4.02 Exterior Stairs

A5.00 Assembly Types

A5.01 Flashing Profile Types

A5.10 Exterior Details

A5.11 Door & Window Details

A5.12 Roof Details

A5.13 Interior Details

A6.10 Door Schedule

A6.20 Window Types

A7.13 Floor Finish Plan

A7.14 Room Finish Schedule

SYMBOLS LEGEND DRAWING INDEX

GENERAL NOTES

PROJECT INFORMATION

REV. # DESCRIP. DATE

A ADDENDUM A 4/19/19

ABBREVIATIONS:RI&C ROUGH-IN AND CABLING

A

CORRIDOR

325G

CORRIDOR

325D

CORRIDOR

325E

CLASSROOM

(TYP)

1

CORRIDOR

325B

CORRIDOR

325H

CLASSROOM

(TYP)

20

CORRIDOR

325F

CORRIDOR

325C

CLASSROOM

(NEW)

23

CLASSROOM

(NEW)

24

CORRIDOR

325I

CORRIDOR

(NEW)

22

CORRIDOR

330

1' x 1' ACT System

A1.20

3

A1.20

2

CORRIDOR

325A

OPEN

GENERAL NOTES

A. REFER TO GENERAL NOTES ON SHEET G0.20. B. SEE MECHANICAL DRAWINGS FOR REGISTER AND

DIFFUSER INFORMATION AND INSTALLATION REQUIREMENTS.

C. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE AND OCCUPANCY SENSOR INFORMATION AND INSTALLATION REQUIREMENTS.

D. REFER TO EXITING DIAGRAM G0.31 AND ELECTRICAL LIGHTING DRAWINGS FOR EXIT SIGNAGE.

E. REFER TO SPECIFICATION SECTIONS 09 5100, 09 2116, AND 09 9123.

F. LAYOUT SUSPENSION GRID FOR ACOUSTICAL PANELS TO A BALANCED GRID DESIGN WITH EDGE UNITS NO LESS THAN 50 PERCENT OF FULL ACOUSTICAL PANEL SIZE.

G. SEE ROOM FINISH SCHEDULE ON SHEET A7.14

LEGEND

2 x 4 ACOUSTIC CEILING TILES


GYPSUM BOARD

4

A3.10

4

A3.10

A.F.F.1' x 1' ACT System

11' - 3"

VESTIBULE

385

1

A3.10

1

A3.10

2

A3.10

2

A3.10


9' - 0"


9' - 0"

5/8" GWB on Mtl. Stud

5/8" GWB on Mtl. Stud

3

A3.10

3

A3.10


9' - 0"

PLYWOOD SOFFIT -MATCH HEIGHT, MATERIAL AND

FINISH OF EXISTING ADJACENT SOFFIT

PLYWOOD SOFFIT MATCH HEIGHT OF EXISTING CLASSROOM SOFFITS

1

2

5/8" GWB on 2x4 Stud

3

1

A5.00

4


ARCHITECTS


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Overall Reflected CeilingPlans

1/16" = 1'-0"1OVERALL MAIN LEVEL REFLECTED CEILING PLAN

0 16'8' 32'

Scale: 1/16" = 1'-0" NO

RT

H

KEYNOTESKey Value Keynote Text

1 EXISTING GYPSUM BOARD CEILING

2 EXISTING ADHERED CEILING TILE

3 CONTROL JOINT

4 SEE 1/A5.00 FOR ADDITIONAL 2 HOUR BARRIERDETAILS

1/4" = 1'-0"3ENLARGED VESTIBULE CEILING PLAN

1/4" = 1'-0"2ENLARGED CLASSROOMS CEILING PLAN

0 16'8' 32'

Scale: 1/16" = 1'-0" NO

RT

H

0 16'8' 32'

Scale: 1/16" = 1'-0" NO

RT

H



A

A

A2.103

1/2

" / 1

'-0

"

A2.104

LIBRARY ROOF

1

1

1

MUSIC ROOF

1

A1.30

2

1"

/ 1

'-0

"

A1.30

3

COURTYARD

RL

RL

RL

RL

RL

RL

RL

RL

RL

HIP

HIP

RL

HIPHIP

HIPHIP

RLRLRL

VAVA

VA

VA

VAVA

VA VA

RL

RL

VA

VA

VA

VA

VA

RL

VA

VA

RL

VA

VA

VA V

A VA

VA

RL

RL

VA

VA VA

VAVA

RL RL RL

VA

VA

VA

VA

VA

VA

RL RL

VA

VA

VA

VA

VA

VA

VA

RL

RL

RL

VA

VA

VA

VA

VA

VA

VA

VA

VA

VA

VA

VA VA

RL

RL

VA

VA

VA

VA

VA

VA

VA

VA

RLRL

VAVA VAVA

VAVAVAVA

RL

RL

RL

VA

VA

VA

RL

RL

VA

VA

VA

VA

RLRL

VA

VA

VA

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

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

VAVA

HIPH

IP

VA

VA

VA

VA

VA

VA

VA

VA

VA

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

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

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

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

VA

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

3

2

TYP.

VA

VA

VA

VA

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

1/2" = 1'-0"

RL

RL

4

5

5

5

5

5

5

5

5

5

5

5

5

5

5 5 5

5

5

5

5

5 55

5

5

5

5

5

5

5

5

5

5

555

5 5

5

55

5

5

5

5

5

5

5 5

5

55 5

5

55

5 55

555

55 5

5

5

385E

7

A5.12

111' - 4"

GENERAL NOTES

A. REFER TO GENERAL NOTES ON SHEET G0.20. B. SEE ASSEMBLY TYPES ON SHEET A5.00 FOR TYPICAL

ROOF CONSTRUCTION ASSEMBLIES. C. SEE FLOOR PLANS AND BUILDING SECTIONS FOR

LOCATION OF DETAILS FOR TYPICAL WALL-TO-ROOF ASSEMBLIES AND HEADER, SILL AND SOFFIT CONSTRUCTION.

D. ALL INTERIOR NON-BEARING STUD WALLS ARE TO BE FULL HEIGHT TO BOTTOM OF ROOF DECK UNLESS OTHERWISE NOTED. SEE DETAIL ON SHEET A5.12.

E. REMOVE EXISTING ROOF PENETRATING ITEMS AS NECESSARY FOR RE-ROOFING ACTIVITIES, RE-INSTALL DUCTS OR PIPES AS NECESSARY FOR COMPLETE WARANTEED ROOFING INSTALLATION

F. PAINT ALL VTR’s, FLUES, EXHAUST CAPS, AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR.

G. REFER TO MECHANICAL DRAWINGS FOR ROOF PENETRATIONS SPECIFIC TO THAT TRADE.

H. REFER TO ELECTRICAL DRAWINGS FOR ROOF PENETRATIONS SPECIFIC TO THAT TRADE.

I. CONTRACTOR TO VERIFY AND IMPLEMENT ALL OSHA AND STATE SAFETY REQUIREMENTS.

J. PROVIDE CRICKETS OR DIVERTERS AT ALL PENETRATIONS INTERUPTING THE FLOW OF WATER ON THE ROOF.

K. SLOPE LINE AT VALLEYS TO BE 1/4"/12" MINIMUM.L. SEE SHEET A5.12 FOR ROOF RELATED DETAILS.

LINE OF EXTERIORWALL BELOW

SKYLIGHT, EXISTING

ROOF DRAIN AND OVERFLOW,SEE DETAIL 19/A5.20

ROOF TOP MECHANICAL UNIT(RTU), SEE MECHANICALROOF PLAN

LEGEND

SINGLE-PLY MEMBRANEROOFING. COLOR TO BE WHITE,SEE SPECIFICATION SECTION07 5400

1

A3.10

1

A3.10

2

A3.10

2

A3.10

3

A3.10

3

A3.10

RL

VA

VA

VA

RL

1/2" = 1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

1/4

" =

1'-0"

VA

VA

RL

1/2" = 1'-0"

1/2" = 1'-0"

5

5

5

4

A3.10

4

A3.10

1"

/ 1

'-0

"

23

4

A3.10

4

A3.10

3

385E

EQ EQ

6


ARCHITECTS


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JOB NO.

DATE

DRAWN BY CHECKED BY

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26

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A1.30

STS/SHOWH

07.10.2018

18114.01

AD

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ND

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19,

201

9

Ove

rall

Ro

of

Pla

n

Overall Roof Plan

1/16" = 1'-0"1DESIGN INTENT ROOF PLAN


1 EXISTING SKYLIGHT, REMOVE AS REQUIRED FORROOF WORK AND SALVAGE FOR REINSTALLATION

2 GUTTER, TYP. - SEE DETAIL 7/A5.12

3 DOWNSPOUT TO CONCRETE SPLASH BLOCK ONWALKING PADS

4 REINSTALL EXISTING ACCESS LADDER

5 FALL RESTRAINT ANCHOR - INSTALL PER MFRWRITTEN INSTRUCTIONS. SEE SPEC. SECTION 07 7200.COORDINATE INSTALLATION WITH TRUSS FRAMINGAND ROOF INSTALLATION

6 3/4" PLYWOOD DECKING

1/4" = 1'-0"2ENLARGED CLASSROOMS ROOF PLAN

0 16'8' 32'

Scale: 1/16" = 1'-0" NO

RT

H

0 16'8' 32'

Scale: 1/16" = 1'-0" NO

RT

H

0 4'2' 8'

Scale: 1/4" = 1'-0" NO

RT

H

1/4" = 1'-0"3ENLARGED VESTIBULE ROOF PLAN

1/4" = 1'-0"4VESTIBULE AT ACCESS PANEL

0 4'2' 8'

Scale: 1/4" = 1'-0" NO

RT

H



A

A

(E) MAIN LEVEL0' - 0"

Main Building Roof12' - 1 3/4"

TYP.

T.O. PARAPET13' - 3 3/4"7

8

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/FT/F

T/F


MA

TC

HLIN

E4/A

2.1

0

2


7

TYP.

T.O. PARAPET13' - 3 3/4"

T/F

T/F

T/F

(E) LOWER LEVEL-26' - 0"


(E) INTERMEDIATELEVEL-12' - 4"

1

2

3

5


7TYP.

T.O. PARAPET13' - 3 3/4"

A5.10

20

9 10

9

10



MA

TC

HLIN

E3/A

2.1

0

4

6


7

TYP.T.O. PARAPET

13' - 3 3/4"

4' -

0" 11

GENERAL NOTES

A. REFER TO GENERAL NOTES ON SHEET G0.20. B. REFER TO FLOOR PLANS FOR HORIZONTAL LOCATIONS.C. REFER TO BUILDING SECTIONS FOR ADDITIONAL ASSEMBLY

INFORMATION.D. SEE DIVISION 07 SPECIFICATION SECTIONS FOR DETAILED

INFORMATION ON MATERIALS INDICATED ON ELEVATIONS. REFER TO WALL ASSEMBLY TYPES ON SHEET A5.00.

E. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR ELECTRICAL FIXTURES.

F. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR MECHANICAL EQUIPMENT.

G. CONTRACTOR SHALL MAKE ALL ROOF AND WALL PENETRATIONS WATER PROOF AND WEATHER PROOF.

H. APPLY WATER REPELLENT ON CMU WALLS PER SPECIFICATION SECTION 07 1900.

I. PROVIDE SCHEDULE 40 PIPE TO 8'-0" ABOVE FINISH GRADE AT DOWNSPOUT LOCATIONS PER SPEC SECTIONS 05 5000 AND 07 7123. SECURELY CONNECT PIPE TO DOWNSPOUT LEADERS FROM GUTTERS AND TO DOWNSPOUT BOOTS. CONNECT DOWNSPOUT BOOTS TO STORM DRAINS. SEE CIVIL DRAWINGS.

J. PROVIDE FLASHING OF THE SAME COLOR AS ADJACENT TRIM OR SIDING.

T1-11 SIDING

EXTERIOR MATERIAL LEGEND

SYMB. MATERIAL DESCRIPTION

COLOR: TO MATCH EXISTING SIDING

WINDOW - SEE SCHEDULE, SHEET A6.20

COLOR & GLASS:TO MATCH EXISTING WINDOWS

CONCRETE MASONRY UNIT

COLOR: GRAY,CLEAR WATER REPELLENT, SEE SPEC # 04 2000 & 07 1900

TILT - UP WALL NO CHANGE

NEW METAL ROOFING

TAYLOR METAL COLOR: "COOL" KYNAR 500 TILE RED SRI 36 SPEC #07 1213

EXPOSED FOUNDATION WALL

NO CHANGE

METAL CANOPYTAYLOR METAL COLOR: "COOL" KYNAR 500 TILE RED SRI 36 SPEC #07 1213

SINGLE PLY MEMBRANE ROOFING

SINGLE PLY TPO, 60 MILMFR: SARNAFILCOLOR: GRAYSPEC #07 5400

STOREFRONT - SEE SCHEDULE, SHEET A6.20

COLOR & GLASS:ANODIZED ALUMINUM


ARCHITECTS


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ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

26

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EC

ON

D A

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A2.10

STS/SHOWH

07.10.2018

18114.01

AD

DE

ND

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19,

201

9

Exte

rio

r E

levatio

ns

Exterior Elevations

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

1/8" = 1'-0"3SOUTH ELEVATION - WEST END

1/8" = 1'-0"1EAST ELEVATION

1/8" = 1'-0"4SOUTH ELEVATION - EAST END

0 8'4' 16'

Scale: 1/8" = 1'-0"

0 8'4' 16'

Scale: 1/8" = 1'-0"

0 8'4' 16'

Scale: 1/8" = 1'-0"

0 8'4' 16'

Scale: 1/8" = 1'-0"


1 CHAIN LINK IN-FILL PANEL

2 NEW GUARDRAIL - SEE EXTERIOR ELEVATIONS

3 PRE-MANUFACTURED STAIR WITH CHAIN LINK ENCLOSUREBELOW - SEE 05 5100 SEE DETAIL 17.A5.10

4 NEW CONCRETE WALL AND WALK

5 SAFETY BARRIER 1" CHAIN LINK FABRIC

6 EXISTING CONCRETE RAMP TO REMAIN

7 REPLACE ALL METAL RIB MANSARD ROOFING - SEE DETAILS11&14/A5.12

8 STAND-OFF METAL LETTERS

9 MECHANICAL EQUIPMENT - SEE MECHANICAL DWGS.

10 6'-0" TALL CHAIN LINK FENCE

11



A

A



MA

TC

HLIN

E2/A

2.1

1

1

2

NEW CLASSROOM ADDITION

3

4


T.O. PARAPET13' - 3 3/4"

10

11


MA

TC

HLIN

E1/A

2.1

1

1" / 1'-0"5

6


REMOVE EXISTING DOOR & FRAME AND IN-FILL EXISTING OPENING w/ BLOCK TO MATCH EXISTING.

9

T.O. PARAPET13' - 3 3/4"

GENERAL NOTES

A. REFER TO GENERAL NOTES ON SHEET G0.20. B. REFER TO FLOOR PLANS FOR HORIZONTAL LOCATIONS.C. REFER TO BUILDING SECTIONS FOR ADDITIONAL ASSEMBLY

INFORMATION.D. SEE DIVISION 07 SPECIFICATION SECTIONS FOR DETAILED

INFORMATION ON MATERIALS INDICATED ON ELEVATIONS. REFER TO WALL ASSEMBLY TYPES ON SHEET A5.00.

E. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR ELECTRICAL FIXTURES.

F. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR MECHANICAL EQUIPMENT.

G. CONTRACTOR SHALL MAKE ALL ROOF AND WALL PENETRATIONS WATER PROOF AND WEATHER PROOF.

H. APPLY WATER REPELLENT ON CMU WALLS PER SPECIFICATION SECTION 07 1900.

I. PROVIDE SCHEDULE 40 PIPE TO 8'-0" ABOVE FINISH GRADE AT DOWNSPOUT LOCATIONS PER SPEC SECTIONS 05 5000 AND 07 7123. SECURELY CONNECT PIPE TO DOWNSPOUT LEADERS FROM GUTTERS AND TO DOWNSPOUT BOOTS. CONNECT DOWNSPOUT BOOTS TO STORM DRAINS. SEE CIVIL DRAWINGS.

J. PROVIDE FLASHING OF THE SAME COLOR AS ADJACENT TRIM OR SIDING.

T1-11 SIDING

EXTERIOR MATERIAL LEGEND

SYMB. MATERIAL DESCRIPTION

COLOR: TO MATCH EXISTING SIDING

WINDOW - SEE SCHEDULE, SHEET A6.20

COLOR & GLASS:TO MATCH EXISTING WINDOWS

CONCRETE MASONRY UNIT

COLOR: GRAY,CLEAR WATER REPELLENT, SEE SPEC # 04 2000 & 07 1900

TILT - UP WALL NO CHANGE

NEW METAL ROOFING

TAYLOR METAL COLOR: "COOL" KYNAR 500 TILE RED SRI 36 SPEC #07 1213

EXPOSED FOUNDATION WALL

NO CHANGE

METAL CANOPYTAYLOR METAL COLOR: "COOL" KYNAR 500 TILE RED SRI 36 SPEC #07 1213

SINGLE PLY MEMBRANE ROOFING

SINGLE PLY TPO, 60 MILMFR: SARNAFILCOLOR: GRAYSPEC #07 5400

STOREFRONT - SEE SCHEDULE, SHEET A6.20

COLOR & GLASS:ANODIZED ALUMINUM

NEW ROOF PLATE16' - 10"

5

6385E

7

8' - 2 1/4" 8' - 2 1/4"

8T.O. PARAPET

13' - 3 3/4"(E) MAIN LEVEL

0' - 0"

Classroom Roof11' - 11 3/4"EXISTING

NEW

EXTEND EXISTING WALL TO T.O. PARAPET HEIGHT, MATCH FINISH

T.O. PARAPET13' - 3 3/4"

NEW PARAPET WALL

REMOVE AND REPLACE SIDING


ARCHITECTS


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85.8

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@ste

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JOB NO.

DATE

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26

0 S

EC

ON

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A2.11

STS/SHOWH

07.10.2018

18114.01

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UM

A –

AP

RIL

19,

201

9

Exte

rio

r E

levatio

ns

Exterior Elevations

1/8" = 1'-0"1NORTH ELEVATION - EAST END

1/8" = 1'-0"2NORTH ELEVATION - WEST END


1 INFILL WALL TO MATCH EXISTING

2 NEW WINDOW IN EXISTING OPENING

3 NEW CONCRETE RETAINING WALL

4 MATCH PAINTED PLYWOOD FINISH BELOW EXISTINGWINDOWS

5 GUTTER, TYP. - SEE DETAIL 7/A5.12

6 DOWNSPOUT TO CONCRETE SPLASH BLOCK ON WALKINGPADS

7 EXTERIOR ACCESS DOOR

8 TAPERED RIGID INSULATION

9 ROOF TOP MECHANICAL EQUIPMENT - SEE MECHANICALDRAWINGS

10 6'-0" TALL CHAIN LINK FENCE

11 MECHANICAL EQUIPMENT - SEE MECHANICAL DWGS.

0 8'4' 16'

Scale: 1/8" = 1'-0"

0 8'4' 16'

Scale: 1/8" = 1'-0"

1/4" = 1'-0"3ROOF LEVEL WEST ELEVATION - VESTIBULE

0 4'2' 8'

Scale: 1/4" = 1'-0"1/4" = 1'-0"4CONCEALED EXISTING EAST ELEVATION - EAST

0 4'2' 8'

Scale: 1/4" = 1'-0"



A

T/F T/F

T/F T/F

T/F T/F

T/F T/F

1

1

23

1

(4) 33" BASE CABINETS WITH DRAWERS

34

" M

AX

.

T/F T/F

11

6

7' -

0"

6' -

11

7/8

"

13

5' -

0"

T/F T/F

T/F T/F

T/F T/F

T/F T/F

T/F T/F

T/F T/F

T/F T/F

4

T/F

10

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F T/F

T/F

T/F

4

4

10

EQ

EQ

EQ

2' -

11

"

10

' - 0

"

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/F

232

1

1

3

5

6

8

9

3' - 0" 2' - 3"12

1615

5

6

8

9

15

3' -

0"

7' -

0"

16

3

15

6

8

9

15 16

3' -

0"

7' -

0" D OPEN TO WORKROOM

BEYOND

5

7

EX

IST

ING

11

5

7

5

7

2' -

10

"

5

7

23

7 7

24

7

14

14

8

9

5

7

5

7

8

9

OPEN TO WORKROOM BEYOND

7

GENERAL NOTES

A. SEE GENERAL NOTES ON COVER SHEET.B. SEE ROOM FINISH SCHEDULE, SHEET A7.14C. REFER TO DIVISION 09 SPECIFICATION SECTIONS.D. ALL NEW WALLS TO BE GYPSUM BOARD, LEVEL 4

FINISH, UNLESS NOTED OTHERWISE. E. ALL INTERIOR SEALANTS TO BE PAINTABLE OR

TO MATCH COLOR OF ADJACENT SURFACE.F. ALL DOORS TO BE MDO PAINT FINISH, SEE

SPECIFICATIONS.G. REFER TO SPECIFICATION SECTION 09

2116-3.04.G FOR INSTALLATION OF GYPSUM BOARD ON EXTERIOR WALLS WITH VAPOR BARRIERS. DO NOT CUT OR DAMAGE VAPOR BARRIER.

H. ALL WALLS TO BE COLOR P1, UNLESS OTHERWISE NOTED.

I. ALL EXISTING CLASSROOMS TO BE PAINTED PER INTERIOR ELEVATIONS A2.21

J. CONTRACTOR TO PROVIDE SEPARATE PRICING FOR NEW FINSHES IN:

1. NEW CLASSROOM & VESTIBULE WORK2. ALL EXISTING HALLWAYS3. ALL EXISTING CLASSROOMS


ARCHITECTS


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7703

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AX

541.3

85.8

816 info

@ste

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-arc

h.c

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MIL

LIC

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A S

CH

OO

L A

DD

ITIO

N

CO

OS

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Y

OR

EG

ON

JOB NO.

DATE

DRAWN BY CHECKED BY

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26

0 S

EC

ON

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VE

A2.21

STS/SHOWH

07.10.2018

18114.01

AD

DE

ND

UM

A –

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RIL

19,

201

9

Inte

rior

Ele

va

tio

ns

Interior Elevations

1/4" = 1'-0"1CLASSROOM 23 WORK ROOM - NORTH

1/4" = 1'-0"18VESTIBULE 385 - EAST

1/4" = 1'-0"19VESTIBULE 385 - SOUTH

1/4" = 1'-0"20VESTIBULE 385 - WEST

1/4" = 1'-0"21VESTIBULE 385 - NORTH


1 CASEWORK - SEE SPECIFICATION SECTION 064100 FOR STANDARD CASEWORK AND SECTION12 3553.19 FOR SCIENCE ROOM/LAB CASEWORK.

2 SINK - SEE PLUMBING DRAWINGS

3 COUNTERTOP

4 GLAZED ALUMINUM CURTAIN WALLS

5 CHAIR RAIL- SEE ROOM FINISH SCHEDULE FORTRIM COLOR

6 BASE - SEE ROOM FINISH SCHEDULE

7 EXISTING BASE TRIM TO REMAIN

8 P1 - SEE ROOM FINISH SCHEDULE

9 P2- SEE ROOM FINISH SCHEDULE

10 STRUCTURAL COLUMN TO REMAIN

11 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE

12 ADA ACCESS, NO KICK, REMOVABLE DOORS

13 PROVIDE NEW VIDEO SCREEN FORCOMMUNICATION WITH OFFICE/RECEPTIONISTTO ELECTRONICALLY CONTROL ACCESSTHROUGH DOOR 385D.

14 P8 - SEE ROOM FINISH SCHEDULE

15 MARKER BOARDS - SEE SPECIFICATIONSECTION 10 1101

16 TACKABLE SURFACE - SEE ROOM FINISHSCHEDULE - A7.14

1/4" = 1'-0"2CLASSROOM 23 - EAST

1/4" = 1'-0"3CLASSROOM 23 - SOUTH

1/4" = 1'-0"4CLASSROOM 23 - WEST

1/4" = 1'-0"5CLASSROOM 23 - NORTH

CLASSROOM 24, SIM. OPP. HAND CLASSROOM 24, SIM. OPP. HAND

CLASSROOM 24, SIM. OPP. HANDCLASSROOM 24, SIM. OPP. HAND

1/4" = 1'-0"11TYPICAL EXISTING CLASSROOM - WEST

1/4" = 1'-0"12TYPICAL EXISTING CLASSROOM - SOUTH

1/4" = 1'-0"13TYPICAL EXISTING CLASSROOM - EAST

1/4" = 1'-0"14TYPICAL EXISTING CLASSROOM - NORTH

1/4" = 1'-0"15CORRIDOR 325I WEST

1/4" = 1'-0"16CORRIDOR 325I NORTH

1/4" = 1'-0"17CORRIDOR 325I - EAST

0 4'2' 8'

Scale: 1/4" = 1'-0"

1/4" = 1'-0"6CLASSROOM 20 EXISTING - WEST

1/4" = 1'-0"7CLASSROOM 20 EXISTING - SOUTH

1/4" = 1'-0"8CLASSROOM 20 EXISTING - EAST

1/4" = 1'-0"9CLASSROOM 20 EXISTING - NORTH

1/4" = 1'-0"10CLASSROOM 20 CASEWORK



A

A

A

A

UP

LEGEND



GYPSUM BOARD

GENERAL NOTES

A. REFER TO GENERAL NOTES ON SHEET G0.20. B. SEE MECHANICAL DRAWINGS FOR REGISTER AND

DIFFUSER INFORMATION AND INSTALLATION REQUIREMENTS.

C. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE AND OCCUPANCY SENSOR INFORMATION AND INSTALLATION REQUIREMENTS.

D. REFER TO EXITING DIAGRAM G0.31 AND ELECTRICAL LIGHTING DRAWINGS FOR EXIT SIGNAGE.

E. REFER TO SPECIFICATION SECTIONS 09 5100, 09 2116, AND 09 9123.

F. LAYOUT SUSPENSION GRID FOR ACOUSTICAL PANELS TO A BALANCED GRID DESIGN WITH EDGE UNITS NO LESS THAN 50 PERCENT OF FULL ACOUSTICAL PANEL SIZE.

G. SEE ROOM FINISH SCHEDULE ON SHEET A7.14

11

UP

EXISTING GYMNASIUM

PROVIDE GUARDRAIL

8' -

0"

4' -

0"

MIN.

0" (12) TREADS @ 11" = 11' - 0"

LANDING

5' - 0" (13) TREADS @ 11" = 11' - 11"

MIN. 48" SECTION 1009.8

4' - 0" LANDING 11"

EXISTING RETAINING WALL

PROVIDE GUARDRAIL

EXISTING RETAINING WALL

A4.02

2

CONC. WALK - SEE CIVIL DRAWINGS

8' -

0"

MA

X. R

ISE

7"

SE

CT

ION

100

9.7

.2

(13

) R

ISE

RS

@ 6

7/8

" =

6' -

11

"

MA

X. R

ISE

7"

SE

CT

ION

100

9.7

.2

(13

) R

ISE

RS

@ 7

" =

7' -

6"

GU

AR

DR

AIL

3' -

6"

HA

ND

RA

IL

3' -

0"

CHAIN LINK FENCING -SEE 32 100

FENCE POST FOOTINGS -COORDINATE W/ FOOTINGS FOR STAIRS

A5.10

17

4" MAX. SPACE AT OPEN RISERS (TYP.) SECTION 1009.7.5.3 EXCEPTION #1

3' -

0"

HANDRAIL SHALL CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER SECTION 1012.6


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ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

26

0 S

EC

ON

D A

VE

A4.02

STS/SHOWH

07.10.2018

18114.01

AD

DE

ND

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A –

AP

RIL

19,

201

9

Exte

rior

Sta

irs

Exterior Stairs

1/2" = 1'-0"1EXTERIOR STAIR ENLARGED PLAN

1/2" = 1'-0"2EXTERIOR STAIR ELEVATION

0 2'1' 4'

Scale: 1/2" = 1'-0" NO

RT

H

0 2'1' 4'

Scale: 1/2" = 1'-0" NO

RT

H



A

A

A

A

A

WALL PER PLAN

WRB

SIDING - MATCH EXISTING

TRIM - MATCH EXISTING

LAP WRB OVER HEAD FLASHING -SEE DETAIL ON SHEET A5.02

HEAD FLASHING

FILL GAPS WITH BATT INSULATION, TYP.

WINDOW PER PLAN AND SCHEDULE

CONT. SEALANT, TYP.

GYPSUM BOARD WRAP

9" SELF ADHERED MEMBRANE

METAL '2' FLASHING, FLASH ALL PROJECTING TRIM - INTEGRATE WITH WRB, LAP TO DRAIN

CONT. SEALANT

WALL PER PLAN

9" SELF ADHERING MEMBRANE FLASHING


CONT. SEALANT

LAP WRB OVER FLANGE - SEE DETAIL ON SHEET A5.02

CONT. SEALANT

FILL GAPS WITH BATT INSULATION, TYP. SHIM AS REQUIRED


CONT. SEALANT, TYP.

GYPSUM BOARD WRAP

WRB


WALL PER PLAN


CONTINUOUS SEALANT

LAP VAPOR BARRIER OVER SELF ASHERED MEMBRANE AND SEAL/TAPE PER MFR. INSTRUCTIONS. DO NOT CUT VAPOR BARRIER

FILL GAPS WITH BATT INSULATION, TYP

SHIM AS REQUIRED

WINDOW PER PLAN AND SCHEDULE, DO NOT SEAL SURFACE

CONT. SEALANT, TYP.

1x WOOD SILL AND SKIRT TRIMSEE FINISH SCHEDULE

WRB

CONT. SEALANT


1

WALL PER PLAN

WRB



LAP WRB OVER HEAD FLASHING -SEE DETAIL ON SHEET A5.02

HEAD FLASHING

FILL GAPS WITH BATT INSULATION, TYP. - SHIM AS REQUIRED


CONT. SEALANT, TYP.

GYPSUM BOARD WRAP


CONT. SEALANT

VAPOR RETARDER


SHEATHING - SEESTRUCTURAL DWGS.

CONT. SEALANT

1/2" CONT. SEALANT OVERBACKER ROD, BOTH SIDES

STOREFRONT WINDOW PERPLAN & SCHEDULE

FILL GAPS W/ BATT INSUL,SHIM AS REQ'D AND

METAL HANGER PER STRUCTURAL DRAWINGS

FIBER CEMENT SOFFIT PANELSINSTALL TO MFR. INSTRUCTIONS


HEADER - SEESTRUCTURAL DWGS.

VAPOR RETARDER

WALL PER PLAN

CONT. SEALANT


COMPLETLY FILL GAPS WITH BATTINSULATION, SHIM AS REQUIRED

SHEATHING - SEESTRUCTURAL DWGS.

WRB LAP OVER SELF ADHERED MEMBRANE

GYPSUM BOARD WRAP INTO OPENING


1/2" CONT. SEALANT OVER BACKER ROD, BOTH SIDES, TYP.

PRE-FINISHED METAL ANGLE INSTALL OVER SELF ADHERED MEMBRANE, TYP. @ STOREFRONTS


VAPOR RETARDER

WALL PER PLAN

WRB

CONT. SEALANT OVERBACKER ROD

SILL PAN

FILL GAPS W/ BATT INSUL,SHIM AS REQ'D AND


WOOD SILL &SKIRT BD.SEE FINISHSCHEDULE

CONT. SEALANT @ PERIMETER

9" SELF ADHERED MEMBRANE FLASHING


CONT. SEALANT


1

WALL PER PLAN

CMU HEADER - SEESTRUCTURAL DWGS

DOOR PER PLANAND SCHEDULE

HOLLOW METAL FRAMEPER SCHEDULE

1/4" KERF

DRIP EDGE2"

WALL PER PLAN

CMU HEADER - SEESTRUCTURAL DWGS

DOOR PER PLANAND SCHEDULE

2"

HOLLOW METAL FRAMEPER SCHEDULE

SEALANT OVER BACKER ROD

HOLLOW METAL FRAMEAT BASE

16 GA., GALVANIZED BASEANCHOR SECURE TOCONCRETE FLOOR SLABWITH (2) 3/8" EXPANSIONANCHORS, EMBED MIN 2" TYP

NOTE:EXPANSION ANCHORS ATCONCRETE, LAG SCREWSAT WOOD

1/2

"

WALL PER PLAN

WRB LAP OVER FLASHING


HOLLOW METAL FRAME - INSTALL PER MFR. INSTRUCTIONS

FILL FRAME WITH GROUT

DOOR PER PLAN & SCHEDULE

HEAD FLASHING

CONT. SEALANT

HEADER - SEE STRUCTURAL DRAWINGS



WALL PER PLAN

WRB LAP OVER FLASHING


HOLLOW METAL FRAME - INSTALL PER MFR. INSTRUCTIONS

GROUT FRAME

CONT. SEALANT


HOLLOW METAL DOOR JAMB, BEYOND

SCHED. HM. DOOR

ADA. THRESHOLD SETIN FULL MASTIC BED

CONC. SLAB, SEESTRUCT. DWGS.

1/2" EXPANSION JOINT FILLER

CONCRETE SIDEWALK-SLOPE AWAY FROMBLDG., SEE PLAN

F.F.

SEALANT OVER BACKER ROD

WALL PER PLAN

DOOR PER PLAN ANDSCHEDULE

2"

SEE ASSEMBLY TYPES

VARIES

BOXED HEADERSEE STRUCTURAL DRAWINGS

HOLLOW METAL FRAME WITH ACOUSTICAL LINING, TYPICAL

VERIFY

FILL VOIDS WITH BATT INSULATION

WALL PER PLAN

DOOR PER PLAN ANDSCHEDULE

2"

HOLLOW METAL FRAME WITH ACOUSTICAL LINING, TYPICAL

VE

RIF

Y

WALL PER PLAN

STOREFRONT WINDOW SEE SCHEDULE - INSTALL TO MFR. WRITTEN INSTRUCTIONS

HEADERSEE STRUCTURAL

2" ALUM. FRAME

NOTE: STOREFRONT DOOR JAMB DETAIL SIMILAR

PROVIDE JOINT CAVITY AND SEALANT TO ALLOW MOVEMENT

WALL PER PLAN

STOREFRONT WINDOWSEE SCHEDULE

SILL & APRON. TYPICAL

WALL PER PLAN


SILL & APRONTYPICAL

FIN. FLOOR

SHIM AS REQ'D1


FIN. FLOOR

SHIM AND FASTEN TO FLOOR PER MFR. INSTRUCTIONS

FILL GAPS WITH MINERAL WOOL, TYP

ALUMINUM STOREFRONT SYSTEM

COLUMN - SEE STRUCTURAL DRAWINGS

ALUMINUM STOREFRONT SYSTEM

BRAKE METAL WRAP

APPLY BITUMINOUS COATING TO SEPARATE DISSIMILAR MATERIALS

TRIM - PAINT TO MATCH EXISTING

FIXED FLAZING

1x3 TRIM, RIP TO SIZE AS NEEDED

STOREFRONT FRAMING -SEE 08 4313

CONT. SEALANT OVER BACKER ROD, TYP. BOTH SIDES OF FRAME

DOOR PER PLAN AND SCHEDULE

EXTERIORINTERIOR

INTERIOR EXTERIOR

FIXED GLAZING

HEAD MULLION

DOOR PER PLAN & SCHEDULE

NOTE: REFER TO SPECIFICATION SECTION 08 4313

DOOR & FRAMEPER DOOR SCHEDULE

EXTERIORINTERIOR

ALUMINIUM THRESHOLD

1/2

" M

AX

.


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JOB NO.

DATE

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26

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ON

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A5.11

CheckerAuthor

07.10.2018

18114.01

AD

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201

9

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& W

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eta

ils

Door & Window Details

3" = 1'-0"1WINDOW DETAIL HEAD, TYP

3" = 1'-0"2WINDOW JAMB DETAIL, TYP.

3" = 1'-0"3WINDOW SILL DETAIL, TYP.

3" = 1'-0"4STOREFRONT HEAD, TYP.

3" = 1'-0"5STOREFRONT HEAD AT SOFFIT, TYP.

3" = 1'-0"6STOREFRONT JAMB, TYP.

3" = 1'-0"7STOREFRONT SILL, TYP.

3" = 1'-0"8DOOR HEAD AT CMU

3" = 1'-0"9DOOR JAMB AT CMU

3" = 1'-0"10HM DOOR FRAME BASE

3" = 1'-0"11EXT. DOOR HEAD DETAIL, TYP.

3" = 1'-0"12EXT. DOOR JAMB DETAIL, TYP.

3" = 1'-0"13EXT. HM THRESHOLD, TYP.

3" = 1'-0"14INTERIOR HM DOOR HEAD

3" = 1'-0"15INTERIOR HM DOOR JAMB

3" = 1'-0"16INTERIOR STOREFRONT HEAD

3" = 1'-0"17INTERIOR STOREFRONT JAMB

3" = 1'-0"18INTERIOR STOREFRONT SILL

3" = 1'-0"19INTERIOR STOREFRONT SILL AT FLOOR

3" = 1'-0"20STOREFRONT CORNER AT VESTIBULE



3" = 1'-0"22STOREFRONT DOOR JAMB

3" = 1'-0"21 STOREFRONT DOOR HEAD

3" = 1'-0"23STOREFRONT DOOR SILL

A

A

A

A

A

A

A

A

A

A

A

A

A

2" W 2"

H2

"

SINGLE DOOR.

1

H4

"

2" W 2"

HOLLOW METAL DOUBLE DOOR W/ 4" MASONRY

HEAD

2

H2

"

2" W 2"

DOUBLE DOOR W/ALUMINIUM STOREFONT

FRAME

3

DOUBLE LITEENTRY DOORS

W

SINGLE FLUSH

W

SINGLE HALF LITE

W

SINGLE VISION

H

DA B C

T

H

6"4"

7' -

0 1

/4"

6"

2' -

10

"4

3"

MA

X.

6"

6" 6"

43

" M

AX

.

T

DOUBLE STOREFRONTENTRY DOORS

E

STOREFRONTENTRY DOOR

F DOUBLE DOORSG EXTERIOR ACCESS DOORSH

GENERAL NOTES

A. REFER TO SPECIFICATION SECTION 08 7100 FOR HARDWARE GROUPS. COORDINATE HARDWARE GROUPS WITH DOOR PROFILE, SIZE AND CONSTRUCTION.

B. ALL GLAZING IN DOORS TO BE CLEAR SAFETY GLAZING CONFORMING TO THE REQUIREMENTS OF OSSC 2406. SEE SPEC SECTION 08 8000.

C. PAINT ALL HOLLOW METAL DOORS & FRAMES PER SPECIFICATION SECTION 09 9113 (EXTERIOR PAINT) AND 09 9123 (INTERIOR PAINT), FINISH SCHEDULE AND AS INDICATED ON ELEVATIONS.

D. PROVIDE ASPHALTIC EMULSION COATING TO INTERIOR SURFACES OF HOLLOW METAL FRAMES, GROUTED OR UN-GROUTED, PER SPEC SECTION 08 8113

E. ALL EXTERIOR HOLLOW METAL FRAMES ARE TO BE GROUTED SOLID WITH MASONRY GROUT WHEN ADJACENT TO OR WITHIN MASONRY WALLS. GROUT FRAMES WITH "STRUCT-O-LITE" GROUT AT EXTERIOR HOLLOW METAL FRAMES WITHIN FRAMED WALLS.

F. GLAZING AT EXTERIOR DOORS TO BE INSULATED SAFETY GLAZING: SEE 08 8000G. PROVIDE CTIG-3 GLAZING AT ALL DOOR GLAZING AND AT ALL LOCATIONS

SUBJECT TO HUMAN IMPACT..H. DIMENSIONS LISTED ARE NOMINAL DIMENSIONS OF DOOR LEAF. COORDINATE

ACTUAL ROUGH OPENING DIMENSIONS WITH DOOR FRAME MANUFACTURER.I. ALL DOORS AND FRAMES TO BE PAINTED, UNLESS NOTED OTHERWISE. SEE

DOOR SCHEDULE AND FINISH PLAN FOR REFERENCE.J. VISION LITES SHALL HAVE THE BOTTOM OF THE PANEL 43" MAXIMUM ABOVE

FINISHED FLOOR PER ANSI A117.1 SECTION 404.2.10K. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON

ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR.

L. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:a. INTERIOR HINGED DOOR: 5.0 POUNDS MAXIMUMb. SLIDING OR FOLDING DOOR: 5.0 POUNDS MAXIMUM

M. CONTRACTOR TO INSPECT HARDWARE AT ALL EXISTING DOORS AND FOR PROPER OPERATION OF CLOSERS AND STOPS. REPLACE CLOSERS THAT CANNOT BE PROPERLY ADJUSTED. REPLACE STOPS THAT ARE DAMAGED OR BROKEN.

DOOR SCHEDULE LEGEND

AL ALUMINUMANOD. ANODIZED - SEE FINISH SCHEDULEHC HOLLOW CORE WOODHM HOLLOW METALMT METAL TRACKWD WOODP PAINT - SEE FINISH SCHEDULEPG PAINT GRADE, SITE FINISHEDPRE-FIN. PRE-FINISHEDT TEMPERED / SAFETY GLASS

DOOR SCHEDULE COMMENTS

1. DOOR IS PART OF WINDOW SYSTEM, VERIFY SIZE WITH GRAPHIC STOREFONT SCHEDULE AND EXTERIOR ELEVATIONS.

2. ELECTRONIC CARD ACCESS COORDINATE CONDUIT AND POWER REQUIREMENTS WITH OWNER, ELECTRICAL AND SECURITY CONTRACTORS.

3. PROVIDE LOCKABLE, REMOVABLE CENTER MULLION. PROVIDE MULLION HOLDER ADJACENT TO DOOR.

4. PROVIDE AUTOMATIC DOOR OPENER.5. CONNECT MAGNETIC HOLD-OPEN OR MECHANICAL DOOR CLOSER TO FIRE

ALARM SYSTEM TO BE ACTIVATED BY A SIGNAL FROM FIRE ALARM SYSTEM OR LOSS OF POWER. COORDINATE ELECTRICAL HARDWARE WITH DIVISION 26 AND FIRE ALARM DESIGN.

6. PROVIDE PANIC HARDWARE AND CLOSER.

T T

6"

6"6" 6"6"

6' - 0"

8"

2' -

0"

T T

1' -

0"

7' -

0"

T

T

T

T

5 1

/2"

5 1

/2"

2' -

0"

5 1/2"4 1/2"4 1/2"5 1/2"

6' - 0"

6' -

11

7/8

"

1' -

0"

6' -

5"

3' - 0"

T

T

3' - 0" 3' - 0"

6' - 0"

7' -

0"

2' - 0"

8"

3' -

0"

N.T

.S.

16

'-2

"

FINISH ROOF


ARCHITECTS


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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

26

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EC

ON

D A

VE

A6.10

STS/SHOWH

07.10.2018

18114.01

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ND

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19,

201

9

Do

or

Sch

ed

ule

Door Schedule

Door Schedule

Phase CreatedDoor

Number

DOOR

FireRating

HardwareGroup

Frame

Comments Signage TypeWidth Height ThicknessPanelType Material Finish Under Cut Type Material Finish Jamb Head

Existing 348 5' - 4" 7' - 0" 0' - 1 3/4"

Existing 349A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 349B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 350 5' - 4" 7' - 0" 0' - 1 3/4"

Existing 351 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 352 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 353A 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 353B 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 354 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 355 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 356 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 357 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 358A 5' - 4" 7' - 0" 0' - 1 3/4"

Existing 358B 5' - 4" 7' - 0" 0' - 1 3/4"

Existing 358C 5' - 4" 7' - 0" 0' - 1 3/4"

Existing 358D 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 359 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 360 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 361 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 362 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 381 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 382A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 382B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 383 3' - 0" 7' - 0" 0' - 1 3/4"

New Construction 22 6' - 0" 7' - 0 1/4" 0' - 2" E AL P 1/2" 06 3 AL ANOD

New Construction 22A 8' - 0" 7' - 0" 0' - 1 3/4" G HM P 1/2" 90 22 4 HM P 9/A5.11 8/A5.11

New Construction 23 3' - 0" 7' - 0" 0' - 1 3/4" B WD P 1/2" 90 07 1 HM P 12/A5.11 11/A5.11 5,6 MATCH EXISTING

New Construction 23A 3' - 0" 7' - 0" 0' - 1 3/4" B HM P 1/2" 08 1 HM P 12/A5.11 11/A5.11

New Construction 24 3' - 0" 7' - 0" 0' - 1 3/4" B WD P 1/2" 90 07 1 HM P 12/A5.11 11/A5.11 MATCH EXISTING

New Construction 24A 3' - 0" 7' - 0" 0' - 1 3/4" B HM P 1/2" 08 1 HM P 12/A5.11 11/A5.11

New Construction 311J 2' - 0" 3' - 0" 0' - 1 3/4" H MFR COORDINATE KEYING WITHOWNER

New Construction 325 6' - 0" 7' - 0" 0' - 1 3/4" G HM P 1/2" 05 2 HM P 12/A5.11 11/A5.11

New Construction 325H 3' - 0" 7' - 0" 0' - 1 3/4" A HM P 1/2" 08 1 HM P 12/A5.11 11/A5.11

New Construction 347A 3' - 0" 6' - 5" 0' - 1 3/4" F AL P 1/2" 10 1 AL P 22/A5.11 21/A5.11

New Construction 347B 3' - 0" 6' - 5" 0' - 1 3/4" F AL P 1/2" 10 1 AL P 22/A5.11 21/A5.11

New Construction 347C 3' - 0" 6' - 5" 0' - 1 3/4" F AL P 1/2" 18 1 AL P 22/A5.11 21/A5.11

New Construction 347D 3' - 0" 6' - 5" 0' - 1 3/4" F AL P 1/2" 18 1 AL P 22/A5.11 21/A5.11

New Construction 380 3' - 0" 7' - 0" 0' - 1 3/4" B WD P 1/2" 14

New Construction 384 3' - 0" 7' - 0" 0' - 1 3/4" B WD P 1/2" 14

New Construction 385A 6' - 0" 7' - 0" 0' - 2" E AL P 1/2" 01 3 AL ANOD 1,3

New Construction 385B 6' - 0" 7' - 0" 0' - 2" E AL P 1/2" 02 3 AL ANOD 1,2,3,4

New Construction 385C 6' - 0" 7' - 0" 0' - 2" E AL P 1/2" 03 3 AL ANOD 1,3

New Construction 385D 6' - 0" 7' - 0" 0' - 2" E AL P 1/2" 04 3 AL ANOD 1,2,3,4

New Construction 385E 2' - 0" 3' - 0" 0' - 1 3/4" H HM P 1/2" MFR AL ANOD ACCESS DOOR FROM ROOFINTO ATTIC SPACE,COORDINATE KEYING WITHOWNER

Door Schedule

Phase CreatedDoor

Number

DOOR

FireRating

HardwareGroup

Frame

Comments Signage TypeWidth Height ThicknessPanelType Material Finish Under Cut Type Material Finish Jamb Head

Existing 100 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 101 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 102 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 103A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 103B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 105 3' - 0" 7' - 0" 0' - 1 3/4"

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

Existing 106B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 107A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 107B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 107C 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 107D 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 108A 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 108B 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 109A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 109B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 110 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 112A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 112B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 113 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 114 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 115 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 122 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 125 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 211A 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 211B 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 211C 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 211D 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 212 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 213 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 215 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 216A 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 216B 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 216C 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 216D 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 216E 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 216F 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 216G 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 216H 6' - 0" 7' - 0" 0' - 1 3/4"

Existing 217 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 217B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 218 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 219A 3' - 0" 7' - 0" 0' - 2"

Existing 219B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 219C 3' - 0" 7' - 0" 0' - 2"

Existing 220A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 220B 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 221A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 221B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 302A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 302B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 303A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 303B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 304A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 304B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 305A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 305B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 306A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 306B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 307A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 307B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 308A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 308B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 308C 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 308D 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 309A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 309B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 309C 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 310A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 310B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 310C 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 310D 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 311A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 311B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 311C 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 312A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 312B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 313A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 313B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 314A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 314B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 315A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 315B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 316A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 316B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 317A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 317B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 318 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 319A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 319B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 320A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 320B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 321A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 321B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 322 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 323 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 324 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 325A 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 325B 6' - 0" 6' - 8" 0' - 1 3/4"

Existing 325C 12' - 0" 7' - 0" 0' - 1 3/4"

Existing 325D 12' - 2 1/2" 7' - 0" 0' - 1 3/4"

Existing 325E 9' - 0" 7' - 0" 0' - 1 3/4"

Existing 325F 12' - 0" 7' - 0" 0' - 1 3/4"

Existing 325G 9' - 0" 7' - 0" 0' - 1 3/4"

Existing 326A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 326B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 326C 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 327 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 328 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 329 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 330 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 331 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 332A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 332B 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 333 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 334 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 335 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 336 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 337 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 338 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 339 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 340 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 341 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 342 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 343 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 344 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 345 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 346A 3' - 0" 7' - 0" 0' - 1 3/4"

Existing 346B 6' - 0" 7' - 0" 0' - 1 3/4"

F.F.

F.F.

F.F.

NOTE:1. All existing doors are to receive new lever handle latches and new

door stop.

2. All existing doors with closers are to be checked for opening force to be less than or equal to the allowable opening force for the door. Provide new closers at all existing doors that cannot be adjusted to meet the requirement for opening force.

0 4'2' 8'

Scale: 1/4" = 1'-0"



A

GENERAL NOTES - GLAZING

A. OVERALL DIMENSIONS ARE NOMINAL UNIT SIZE. VERIFY ROUGH OPENING SIZES WITH MANUFACTURER

B. VERIFY ALL OPENINGS IN FIELD PRIOR TO FABRICATION

D. ALL GLAZING IN PANES INDICATED OR REQUIRED TO BE CLEAR SAFETY GLAZING SHALL CONFORM TO THE REQUIREMENTS OF OSSC 2406, WHETHER INDICATED OR NOT. SEE SPECIFICATION SECTION 08 8000 FOR SAFETY GLAZING TYPES.

E. BASIS OF WINDOW DESIGN PRODUCT: KAWNEER 451T EXCEPT WHERE OTHERWISE NOTED.

F. WINDOW GLAZING -U-FACTOR: 0.35 MAX.SHGC: 0.40 MAX.

G. REFER TO SPECIFICATION SECTION 08 8000 FOR INSULATED GLAZING IN EXTERIOR ASSEMBLIES. PROVIDE IG-1 AT ALL OPENINGS IN SOUTH AND WEST FACING OPENINGS. PROVIDE IG-2 GLAZING AT ALL OPENINGS IN NORTH AND EAST FACING OPENINGS EXTERIOR. GLAZING AT ALL DOORS AND WINDOWS INDICATED WITH A "T" IN THE GRAPHIC, AND AT ALL LOCATIONS SUBJECT TO HUMAN IMPACT, WHETHER INDICATED OR NOT, SHALL HAVE IG-3 .

H. REFER TO SPECIFICATION SECTION 08 1113 FOR HOLLOW METAL FRAMES FOR RELIGHTS, BOTH FIRE RATED AND NON-FIRE RATED.

I. GLAZING PANELS MARKED WITH "T" SHALL BE CONSTRUCTED WITH TEMPERED OR LAMINATED SAFETY GLAZING.

J. GLAZING PANELS MARKED WITH "FRS" SHALL BE CONSTRUCTED WITH FIRE RATED SAFETY GLAZING

5' -

8"

1' -

5 1

/2"

7' - 0"

EQ EQ EQ

T T T

TTT

1' -

8"

2' -

4"

1' -

8"

1

A5.11

3

A5.11

2

A5.11

5' -

4 3

/4"

1' -

8"

12' - 0"

EQ. EQ. EQ. EQ.

7' -

0 3

/4"

6" 6' - 0" 2"

6' - 8"

2"

7'-

0"

7' -

2"

T/F

T/F

T/F

T/F

2" 6' - 0" 6"

T/F

T/F

T/F

T/F

7' -

2"

0"

2"

7' -

0"

6' - 8"

EQ

EQ

EQ

10

' - 0

"

5' - 3 1/2"

T/F T/F

T/F T/F

EQ EQ

16

A5.11

17

A5.11

19

A5.11

2' -

11

"

T/F T/F

EQ

EQ

EQ

10

' - 0

"

8' - 9 1/2"

8' - 9 1/2"

T/F

T/F

T/F

T/F

2' -

11

"

T/F T/F

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

15' - 7 1/2"

T/F

T/F

T/F

T/F

T/F

T/F

T/F

T/FT/F

T/F

7' -

0"

2"

2' -

10

"

10

' - 0

"

9' - 9"

T

T

T

T

T

T

1' -

6"

4' -

0"

1' -

6"

7' -

0"

1' -

0"

8' -

0"

EQ EQ EQ

18

A5.11

1' -

6"

4' -

0"

1' -

6"

7' -

0"

1' -

0"

EQ EQ EQ

9' - 6"

T

T

T

T

T

T

3' - 5" 3' - 0" 2"

6' - 7"

1' -

0"

1' -

6"

3' -

11

"1

' - 7

"

8' -

0"

TT

T

4

A5.11

SIM

6

A5.11

7

A5.11

SIM

SIM

2" 3' - 0" 3' - 5"

6' - 7"

1' -

7"

3' -

11

"1

' - 6

"

1' -

0"

8' -

0"

TT

T

EQ EQ EQ

7' - 10 1/2"

1' -

6"

4' -

0"

1' -

6"

7' -

0"

1' -

0"

8' -

0"

T T T

T T T

EQ EQ EQ

8' - 0 3/8"

1' -

6"

4' -

0"

1' -

6"

7' -

0"

1' -

0"

8' -

0"

T T T

T T T 1' -

6"

4' -

0"

1' -

6"

1' -

0"

7' -

0"

8' -

0"

9' - 6 3/4"

T T

T T

EQ EQ EQ

T

T

9' - 5 3/4"

EQEQ

1' -

6"

4' -

0"

1' -

6"

1' -

0"

7' -

0"

8' -

0"

T

T

T

T

T

2" 3' - 0"

VE

RIF

Y S

OF

FIT

HE

IGH

T

8' -

9 1

/4"

+/-

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

T

T T T T

T

T T

EQ

EQ

EQ

EQ

T T

9' - 5 1/8"

2"3' - 0"

T

T T

T

T1' -

6"

4' -

0"

1' -

6"

1' -

0"

7' -

0"

8' -

0"

EQEQ


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Window Types

1/4" = 1'-0"1WINDOW 'D'

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

F.F.

0 4'2' 8'

Scale: 1/4" = 1'-0"

1/4" = 1'-0"5SF-3

1/4" = 1'-0"6SF-4

1/4" = 1'-0"3SF-1

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

1/4" = 1'-0"7SF-5

1/4" = 1'-0"8SF-6

1/4" = 1'-0"9SF-7

1/4" = 1'-0"10SF-8

1/4" = 1'-0"11SF-9

1/4" = 1'-0"12SF-10

1/4" = 1'-0"13SF-11

1/4" = 1'-0"14SF-12

1/4" = 1'-0"16SF-14

* VERIFY EXISTING ROUGH OPENING SIZE * VERIFY EXISTING ROUGH OPENING SIZE * VERIFY EXISTING ROUGH OPENING SIZE

F.F.

1/4" = 1'-0"18SF-15

F.F.

1/4" = 1'-0"15SF-13

* VERIFY EXISTING ROUGH OPENING SIZE

F.F.

* VERIFY EXISTING ROUGH OPENING SIZE

* VERIFY EXISTING ROUGH OPENING SIZE* VERIFY EXISTING ROUGH OPENING SIZE



AA A A

A

A

A