In Association With

SHEET INDEX MATERIAL LEGEND

TYLER F. RILEY A.I.A.

I

T

S GI

ER

ED A

H RC

DATE ISSUED: March 2016

AD1.1 AD2.1 A1.1 A1.2 A2.1 A3.1

Demo Plan & Photos- Areas 1& 2 Demo Elevations Floor Plan, Sections & Reflected Ceiling Plan- Area 1 Floor Plan, Sections, Reflected Ceiling Plan, & Roof Plan- Area 2 Exterior Elevations, Window & Door Elevations Details

•

GRINNELL HIGH SCHOOL SCHOOL VICINITY MAP

PARKING / JOB TRAILER AREA

2012 INTERNATIONAL ENERGY CONSERVATION CODE 1. CLIMATE ZONE- 5A 2. TABLE C402.2- OPAQUE THERMAL ENVELOPE REQUIREMENTS = R-20

RIGID INSULATION

GRANULAR FILL

GROUT

CONCRETE

STEEL

EARTH

STONE

EIFS

WOOD

GYPSUM WALLBOARD

ARCHITECTURAL GENERAL NOTES 1. 2.

3. 4.

CODE INFORMATION

CONCRETE BLOCK

5.

6. 7.

NOT TO SCALE

8. 9. 10.

THESE CONSTRUCTION DRAWING SHEETS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT MANUAL. WHEN DRAWINGS AND PROJECT MANUAL CONFLICT, BIDDER SHALL REQUEST WRITTEN CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING. IF CLARIFICATION IS NOT OBTAINED PRIOR TO BIDDING, THE FOLLOWING SHALL BE USED TO DETERMINE SCOPE OF BID: MATERIAL SIZE AND QUANTITY SHALL BE DETERMINED BY DRAWINGS, QUALITY IS DETERMINED BY PROJECT MANUAL. FINAL DETERMINATION SHALL BE BY THE ARCHITECT OR ENGINEER PRIOR TO CONSTRUCTION OR FABRICATION. ERRORS ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER THROUGHOUT THE COURSE OF THE JOB. MAINTAIN CLEANLINESS THROUGHOUT - DO NOT BLOCK EXITS, ENTRANCES, LOBBIES, CORRIDORS, ETC. PROTECT AREA FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC. AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. DAMAGE OF EXISTING STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFTOVER MATERIALS, DEBRIS, TOOLS, AND EQUIPMENT INVOLVED AT THE CONCLUSION OF THE INSTALLATION. THE CONTRACTOR SHALL LEAVE ALL AREAS CLEAN. ALL FIXTURES AND REUSABLE MATERIALS TO BE REMOVED ARE TO BE STORED OR DISPOSED OF AS PER OWNERS INSTRUCTIONS. CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT WORKERS FROM INJURY OR EXPOSURE TO DANGEROUS MATERIALS DURING THE WORK BY THE CONTRACTOR, AS PER OSHA REGULATIONS AND FIRE-WATCH AS PER THE SUPPLEMENTAL CONDITIONS IN THE PROJECT MANUAL. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT / ENGINEER IF ADDITIONAL DIMENSIONS ARE REQUIRED OR DISCREPANCIES DISCOVERED. ALL EXISTING FACILITY DIMENSIONS ARE TO BE VERIFIED ON SITE. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SHOP DRAWING APPROVAL AND CONSTRUCTION. SEE PROJECT MANUAL WHERE FIELD VERIFICATION CANNOT BE OBTAINED PRIOR TO SHOP DRAWING APPROVAL FOR ADDITIONAL PLAN INFORMATION REFER TO PARTIAL ENLARGED PLANS OR DETAILS AS NOTED ON THE DRAWINGS.

ARCHITECTURAL DEMOLITION NOTES 1.

2. 3. Do Not Drive On Sidewalks

4.

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

5.

6.

7. 8. 9. 10. 11.

GRINNELL VICINITY MAP

Area of Work

12.

NOT TO SCALE

13. 14.

2/29/2016 9:12:01 AM

THE CONTRACTOR SHALL EXAMINE SITE AND PORTIONS THEREOF TO ASCERTAIN AND CHECK ALL EXISTING CONDITIONS AND DIMENSIONS WHICH MAY AFFECT THE CONTRACTOR'S WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE IN THE CONTRACTOR'S BEHALF FOR ANY EXPENSE TO WHICH THE CONTRACTOR MAY PAY DUE TO FAILURE OR NEGLECT ON ONE'S PART TO MAKE AN EXAMINATION. ANY CONFLICTS OR OMISSIONS, ETC. SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BID SUBMISSION. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DUST AND NOISE TO SURROUNDING PROPERTIES. SITE ACCESS SHALL BE LIMITED TO LOCATIONS SHOWN OR COORDINATIED WITH OWNER. PROVIDE PLASTIC SHEETS (OR OTHER) FOR SAFETY AND PROTECTION FROM NOISE, DUST, ETC. OF OCCUPIED AREAS DURING CONSTRUCTION AND DEMOLITION. PROVIDE RATED SEPARATION WHERE REQUIRED. REMOVE PORTIONS OF EXISTING CONSTRUCTION AS NOTED ON THE DRAWINGS AND AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION AND REPLACE OR REPAIR AS NEEDED. CONTRACTOR NOTE: SOME ANCILLARY/MINOR DEMOLITION AND PATCH/REPAIR MAY NOT BE SHOWN SPECIFICALLY. CONTRACTOR SHALL PROVIDE AND COORDINATE ALL ANCILLARY/MINOR WORK REQUIRED TO COMPLETE NEW WORK AS DESIGNED. VERIFY CONDITIONS WITH OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. THE CONTRACTOR IS CAUTIONED THAT THIS PROJECT INVOLVES ALTERATION TO EXISTING FACILITIES. WORK WHICH IS REQUIRED TO BE PERFORMED TO PROVIDE A COMPLETELY OPERABLE INSTALLATION WITHIN THE SCOPE OF THE WORK, BUT WHICH IS NOT SPECIFICALLY INCLUDED ON THE PLANS, SHALL BE PERFORMED AS PART OF THE CONTRACT AND INCLUDED IN THE BID. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND CONSTRUCTION REPRESENTATIVE IMMEDIATELY OF ANY UTILITIES NOT IDENTIFIED FOUND IN CONSTRUCTION TO BE REMOVED. ANY ITEMS DESCRIBED IN THESE DRAWINGS WITHOUT A "NEW" OR "EXISTING" DESIGNATION SHALL BE CONSIDERED NEW. EXISTING BUILDING DIMENSIONS AS SHOWN ON THE PLANS MAY DIFFER PLUS OR MINUS; FIELD VERIFY. WHERE INDICATED ON THE PLANS, ALIGN NEW WALLS WITH THE FACE OF EXISTING WALLS, COLUMNS AND FURRING FOR A FLUSH CONDITION. REPAIR, PATCH AND FINISH EXISTING WALLS WHICH ABUTS NEW WALLS. WHERE NEW OPENINGS OCCUR AT EXISTING FRAMED WALLS, FIELD VERIFY EXISTING WALL THICKNESS. NEW WALL TO BE FURRED AS NEEDED TO MATCH EXISTING WALL CONSTRUCTION THICKNESS. PREPARE SURFACES TO RECEIVE FINISHES. PATCH ALL EXISTING WORK ALTERED BY NEW WORK. ALL NEW AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE FINISH PER THE PROJECT MANUAL. IN PATCHED AREAS OR ANY AREA WHERE A FINISH IS NOT IDENTIFIED, THE AREA SHALL MATCH ADJACENT MATERIAL IN CONSTRUCTION, COLOR, TEXTURE, AND MANUFACTURE. ANY EXISTING WORK, I.E. FLOOR TILES, WALL TILES, ETC. WHICH ARE DAMAGED OR STAINED, ETC. SHALL BE REPAIRED OR REPLACED AS NECESSARY WITH NEW MATCHING MATERIAL. FASTENER ATTACHMENTS ONTO EXISTING CONCRETE SURFACES: DO NOT DAMAGE EXISTING EMBEDDED REINFORCEMENT BARS.LOCATE EXISTING REINFORCEMENT BARS WITH A PACHOMETER PRIOR TO INSTALLING FASTENERS TO AVOID DAMAGING EXISTING REINFORCING BARS. THE EXISTING OCCUPANTS INTEND TO OCCUPY A DESIGNATED PORTION OF THE BUILDING AND MAINTAIN OPERATIONS. SUBMIT A DEMOLITION PLAN INDICATING PROCEDURES AND OPERATIONAL SEQUENCING FOR REVIEW AND ACCEPTANCE BY THE OWNER AND ARCHITECT.

Date Issued

1333 Sunset Street Grinnell, Iowa 50112

T

ARCHITECTURAL

EC

TS, AG1.0, AD1.1, AD2.1, A1.1, A1.2, A2.1, A3.1

PLYWOOD

Grinnell High School Building Envelope Remodel

PAGES OR SHEETS COVERED BY THIS SEAL:

IOWA T

Title Sheet

BRICK

TITLE SHEET

Signature

5624 RE

PH: 515-288-2000 FX: 515-288-1999

TS

E

METAL STUDS

Sheet Title

R F. R I L

BATT INSULATION

Grinnell Newburg Community School District

TY

LE

GENERAL

Y

ARCHITECT/STRUCTURAL FEH Design 604 E. Grand Ave. Des Moines, IA 50309

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.

Project Title

CONTACTS

2-16-2016

Project Number

2012204.10 Sheet

TS

© FEH Design

Sioux City, IA (712) 252-3889

HIGH SCHOOL BUILDING ENVELOPE REMODEL

GRINNELL HIGH SCHOOL 1333 SUNSET STREET GRINNELL, IA 50112

www.FEHDESIGN.COM

Delafield, WI (262) 968-2055 Dubuque, IA (563) 583-4900 Des Moines, IA (515) 288-2000

GRINNELL NEWBURG COMMUNITY SCHOOL DISTRICT

02 05 00.46

02 41 19.C8

02 41 19.D5

02 41 19.D5

7

02 41 19.E9 TYP.

SIM

AD1.1 02 41 19.E9 TYP.

3

4'-2" 4

13 , 13

02 41 19.D5

02 41 19.D4

02 41 19.D5

02 41 19.D4

02 41 19.D4

02 41 19.D4

02 41 19.E9 TYP. 9'-10 1/2" 4'-2"

02 41 19.D4 9'-9 1/2"

4'-2"

9'-9 1/2"

15 4'-2" 4'-10"

02 41 19.D1

DOORS TO BE REMOVED. FRAME TO REMAIN- PAINT. REUSE DOOR HARDWARE IN NEW WORK. 02 41 19.D2 DOORS AND FRAME TO BE REMOVED 02 41 19.D4 METAL CLAD WOOD WINDOW AND TRIM TO BE REMOVED 02 41 19.D5 METAL CLAD WOOD WINDOW TO BE REMOVED 02 41 19.E7 ASBESTOS CONTAINING STUCCO SOFFIT, FURRING, AND LIGHT FIXTURES TO BE ABATED & REMOVED 02 41 19.E9 ASBESTOS CONTAINING TRANSITE WALL PANELS & BATT INSULATION TO BE ABATED & REMOVED 02 41 19.E12 EXTERIOR INSULATION FINISH SOFFIT SYSTEM AND LIGHT FIXTURE TO BE REMOVED 02 41 19.E13 SUSPENDED CEILING, GRID AND LIGHTS TO BE REMOVED AS NEEDED TO INSTALL NEW STOREFRONT DOORS AND FRAME. GRID AND LIGHTS TO BE REUSED. REINSTALL AFTER STOREFRONT INSTALLATION.

SIM

02 41 19.D4

02 41 19.K4

02 41 19.D4

02 41 19.K4

02 05 00.03 TYP.

02 41 19.D1 02 41 19.E12

AD1.1

9,9 SIM

AD1.1 21 12 SIM

02 41 19.K6 02 41 19.C8

2

10 SIM

3

Not to Scale

4

ENRTY VESTIBULE Not to Scale

5

Not to Scale

6

TYP. LOUVER Not to Scale

E. ENDWALL COND @ TRANS. PANEL

7

Not to Scale

8

TYP E/W WIN- AREA 1 Not to Scale

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

02 41 19.D5

AD1.1

12

Area 1 203'-6" F.V.

SIM

5

AD2.1

02 41 19.D5

9

02 41 19.D5

Not to Scale

10

11

SOUTH DOOR COND. 2 Not to Scale

12

SOFFIT

Not to Scale

13

TYP. SOUTH WIN. Not to Scale

14

Not to Scale

W. ENDWALL @ TRANS. PANEL 2

15

Not to Scale

ENDWALL COND- AREA 2 Not to Scale

10 Sheet Title

AD1.1

SOUTH DOOR COND. 1

W. ENDWALL @ TRANS. PANEL

21

AD1.1

12

AD1.1

16

9, 9

WALL CONST @ TRANS. PANEL

17

Not to Scale

TYP. OFFICE ADMIN. WINDOW Not to Scale

18

19

WALL CONST.- AREA 2 Not to Scale

20

TYP. CAB UNIT HTR Not to Scale

21

E/W WIN- AREA 1 Not to Scale

S. WIN- AREA 1 Not to Scale

02 41 19.E12 02 41 19.D1

02 41 19.E13

AD1.1 02 41 19.D5

AD1.1

02 41 19.D5

02 41 19.D5

02 41 19.D5

02 41 19.D4

02 41 19.D4

20

02 41 19.K6

AD1.1

02 05 00.03 TYP.

02 05 00.46

18

02 41 19.D4 02 41 19.D4

02 41 19.D4

19

02 41 19.K6

AD1.1

02 41 19.D4

02 41 19.K6

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

17 8 1/2" 2'-9" 8 1/2" 7

1

AD1.1

AD2.1

Area 1 116'-2" F.V.

5

6 AD1.1

02 41 19.E9 TYP.

AD1.1

2 02 41 19.E9 TYP.

AD2.1

8 1/2"

2'-9"

8 1/2"

2

4 9'-10 1/2" AD1.1

4'-2"

9'-10 1/2"

4'-2"

9'-10 1/2"

4'-2"

9'-10"

4'-2"

02 41 19.E9 TYP.

9'-9 1/4"

4'-2"

AD1.1

5'-0"

AD1.1

02 41 19.E7

3

Project Title

AD1.1

Grinnell Newburg Community School District

02 41 19.D5

1333 Sunset Street Grinnell, Iowa 50112

02 41 19.D5

Grinnell High School Building Envelope Remodel

AD1.1

END WALL COND. 1

TYP. WIN. @ TRANS. PANEL

In Association With

02 41 19.D5

REMOVE 4'-2" X 4'-5" PORTION OF WOOD STUD AND GYP BOARD WALL REMOVE PORTION OF WOOD STUD AND GYP BOARD WALL

DEMO PLAN & PHOTOS- AREAS 1 & 2

AD1.1

02 41 19.K4

02 41 19.D2 Date Issued

AREA 2 224'-2 1/2" F.V.

2-16-2016

Project Number

1" = 10'-0"

2012204.10 N

1

DEMO FLOOR PLAN

2

1 2 KEY PLAN - NOT TO SCALE 2/29/2016 9:11:52 AM

Sheet

AD1.1

© FEH Design

AD1.1 4

AD1.1

AD2.1

AD1.1

Des Moines, IA (515) 288-2000

AD2.1

Area 2 196'-2" F.V.

REMOVE TWO BRICK COURSES BELOW EXISTING TERMINATION BAR AND FIVE BRICK COURSES ABOVE EXISTING TERMINATION BAR. SUPPORT BRICK ABOVE AS NEEDED.

Sioux City, IA (712) 252-3889

Area 1 116'-2" F.V.

EXISTING EQUIPMENT TO REMAIN EXISTING STEEL CHANNEL COLUMNS INSIDE HM FRAMES TO REMAIN. CUT HM FRAMES AT THESE LOCATIONS. DO NOT DAMAGE COLUMNS.

Dubuque, IA (563) 583-4900

02 05 00.03

www.FEHDESIGN.COM

Delafield, WI (262) 968-2055

Keynotes

6'-8" Typ 4'-0" Typ F.V. F.V.

02 41 19.E7

02 41 19.E9

02 41 19.E10 02 41 19.G9

2'-6" Typ F.V.

02 41 19.K4 02 41 19.E10 TYP.

02 41 19.G10 TYP.

02 41 19.K6

DEMO EAST ELEVATIONAREA 1 1/8" = 1'-0"

Sioux City, IA (712) 252-3889

1

02 41 19.G10

FINISH FLOOR 100'-0"

AREA 2 02 41 19.D2 4'-2" 8 1/2"

2'-9"

02 41 19.E7 8 1/2"

9'-2" F.V.

8 1/2"

4'-5" F.V.

2'-9"

3'-0" F.V.

8 1/2"

4'-2"

4'-5" F.V.

02 41 19.G9 TYP.

3'-0" F.V.

02 41 19.E9 TYP.

02 41 19.D4 TYP.

FINISH FLOOR 100'-0" 27'-0" F.V.

02 41 19.K6

In Association With

2

DEMO EAST ELEVATIONAREA 2 1/8" = 1'-0"

AREA 2

23'-10"

4'-2"

4'-5"

02 41 19.E9 TYP.

FINISH FLOOR 100'-0"

02 41 19.K4

02 41 19.K4

DEMO WEST ELEVATIONAREA 2 1/8" = 1'-0" AREA 1

9'-0" Typ F.V.

02 41 19.G9 TYP.

Sheet Title

02 41 19.E10 TYP.

6'-8" Typ 4'-0" Typ F.V. F.V.

02 41 19.D5 TYP.

4

02 41 19.E10 TYP.

Grinnell Newburg Community School District

2'-6" Typ F.V.

FINISH FLOOR 100'-0" 02 41 19.G10 TYP.

DEMO WEST ELEVATIONAREA 1 1/8" = 1'-0"

AREA 1 02 41 19.G9

02 41 19.G9

02 41 19.E10

02 41 19.D1

8'-0" Typ F.V.

Project Title

2'-6" Typ F.V.

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

5

DEMO SOUTH ELEVATIONAREA 1

02 41 19.D5 TYP.

02 41 19.D5 TYP.

6'-8" Typ. F.V.

02 41 19.E10 9'-1 3/8" F.V. 3'-1 1/2" F.V.

02 41 19.D1

02 41 19.D5 TYP.

FINISH FLOOR 100'-0" 02 41 19.G10 TYP.

02 41 19.G10 TYP.

02 41 19.E10 TYP.

02 41 19.E10 TYP.

Date Issued

02 41 19.G10 TYP. 02 41 19.E10 TYP.

2-16-2016

Project Number

2012204.10

1/8" = 1'-0" 2

1 2 KEY PLAN - NOT TO SCALE 2/29/2016 9:11:56 AM

1333 Sunset Street Grinnell, Iowa 50112

3

02 41 19.G9 TYP.

Grinnell High School Building Envelope Remodel

02 41 19.K4

02 41 19.D4 TYP.

DEMO ELEVATIONS

4'-2"

3'-0"

9'-9 1/2"

4'-5"

4'-2"

3'-0"

4'-10"

Sheet

AD2.1

© FEH Design

02 41 19.D5

02 41 19.D5 TYP.

Dubuque, IA (563) 583-4900

02 41 19.D2 02 41 19.D4

02 41 19.E10 TYP.

02 41 19.G9 TYP.

9'-0" Typ F.V.

DOORS TO BE REMOVED. FRAME TO REMAIN- PAINT. REUSE DOOR HARDWARE IN NEW WORK. DOORS AND FRAME TO BE REMOVED METAL CLAD WOOD WINDOW AND TRIM TO BE REMOVED METAL CLAD WOOD WINDOW TO BE REMOVED ASBESTOS CONTAINING STUCCO SOFFIT, FURRING, AND LIGHT FIXTURES TO BE ABATED & REMOVED ASBESTOS CONTAINING TRANSITE WALL PANELS & BATT INSULATION TO BE ABATED & REMOVED EXTERIOR INSULATION FINISH SYSTEM TO BE REMOVED PREFINISHED METAL FASCIA TO BE REMOVED PREFINISHED METAL FLASHING TO BE REMOVED REMOVE 4'-2" X 4'-5" PORTION OF WOOD STUD AND GYP BOARD WALL REMOVE PORTION OF WOOD STUD AND GYP BOARD WALL

Des Moines, IA (515) 288-2000

02 41 19.D1

AREA 1

www.FEHDESIGN.COM

Delafield, WI (262) 968-2055

Keynotes

4

9'-0"

W-1

19'-4"

9'-0"

W-1

20'-0"

W-1

9'-0"

Keynotes

10'-2"

W-1

02 05 00.17

EXISTING METAL STUD FRAMING TO REMAIN EXISTING HOLLOW METAL FRAME- PAINT EXISTING EIFS SOFFIT TO REMAIN 362S162-43 FASTENED TO 600T125-43 WITH (4) # 10-16 @ EACH END SOLID SURFACE SILL SPRAYED FOAM INSULATION WEATHER BARRIER FORMED METAL WALL PANELS- PROFILE 2 FORMED METAL SOFFIT PANELS PREFINISHED SHEET METAL FLASHING PREFINISHED SHEET METAL FLASHING WITH CONTINUOUS (GALV) HOLD DOWN CLIP. MATCH EXISTING ADJACENT PROFILE AND HEIGHT. HOLLOW METAL DOOR; PAINT ALUMINUM FIXED WINDOW WITH OPERABLE AWNING LOWER EXTERIOR GYPSUM WALLBOARD SHEATHING ROLLER WINDOW SHADE- ALTERNATE BID ITEM EXTERIOR LIGHT FIXTURE; WILLIAMS LX4RT R 4-L8840-S-A-EM/10W-DRV-UNV (4' @ EAST ENTRANCE, 2' @ SOUTH ENTRANCE)

02 05 00.38 02 05 00.C4 05 40 00.20

EQ.

06 40 23.C2 07 21 00.F4 07 25 00.A5 07 42 13.A7 07 42 13.E1 07 62 00.03 07 62 00.07

26 56 00.B3

2'-2"

07 42 13.E1

4 EQ.

A1.1

08 11 13.03 08 51 13.D3 09 29 00.12

5 A1.1

12 24 13.A1 26 56 00.B3

5

4

1/4" = 1'-0"

W-2

4 A3.1

07 62 00.07

4'-0"

T.O.W. 113'-1 3/8"

07 42 13.A7

07 42 13.A7

07 25 00.A5

07 25 00.A5 10 A3.1

5'-1"

09 29 00.12 02 05 00.17

02 05 00.17

1'-3" F.V.

02 05 00.C4 W-3

05 40 00.20

07 21 00.F4 05 40 00.20

12 24 13.A1

12 24 13.A1

07 62 00.03

W-2

8'-0"

2'-0"

8'-0"

07 21 00.F4

3

09 29 00.12

2'-0"

A1.1

W-2

02 05 00.38

2'-0"

125'-6"

8'-0"

TYP

W-2

2'-0"

8'-0"

08 51 13.D3 08 51 13.D3

W-2

07 42 13.A7 W-3

8'-0"

SIM

07 62 00.03

07 62 00.03 Sheet Title

1

08 11 13.03

6 A3.1

6 A3.1

2'-0"

A2.1

8'-0"

06 40 23.C2 06 40 23.C2

07 42 13.A7

07 42 13.A7 02 05 00.17

FLOOR PLAN, SECTIONS, & DETAILS- AREA 1

T.O.W. 113'-1 3/8"

W-2

8'-0"

07 62 00.07

In Association With

2'-0"

1 A3.1

1'-2" F.V.

8'-0"

6'-8"

A1.1

SOUTH ENTRY REFLECTED CEILING PLAN

Sioux City, IA (712) 252-3889

8'-3 1/2"

103.1

4'-0"

FINISH FLOOR 100'-0"

FINISH FLOOR 100'-0"

W-2

8'-0"

2'-0"

W-2

8'-0"

FINISH FLOOR 100'-0"

Grinnell Newburg Community School District

5'-1"

07 62 00.03

07 62 00.03

6'-8"

2

3

SECTION 1A 3/4" = 1'-0"

SECTION 1B 3/4" = 1'-0"

4

SECTION 1C 3/4" = 1'-0"

8'-3 1/2"

102.1 4 A1.1

5 A1.1

Project Title

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

SIM

Date Issued

1333 Sunset Street Grinnell, Iowa 50112

07 21 00.F4

Grinnell High School Building Envelope Remodel

07 21 00.F4 02 05 00.17

2-16-2016

Project Number

2012204.10 W-1 12'-8"

9'-0"

W-1 22'-0"

9'-0"

W-1 17'-4"

W-1

9'-0"

18'-0"

2/29/2016 9:10:52 AM

1/8" = 1'-0"

10'-2"

A1.1

2

N

1

Sheet

1

3

FLOOR PLAN- AREA 1

9'-0"

A2.1

A1.1

TYP

KEY PLAN - NOT TO SCALE

www.FEHDESIGN.COM

20'-0"

© FEH Design

9'-0"

Dubuque, IA (563) 583-4900

10'-8"

TYP

Des Moines, IA (515) 288-2000

A1.1

Delafield, WI (262) 968-2055

2

A2.1

9'-9 1/2"

W-4

4'-2"

9'-10 1/2"

4'-2"

W-4

9'-9 1/2"

4'-2"

W-4

9'-11"

4'-2"

W-4

9'-9 1/2"

W-4

4'-2"

9'-10 1/2"

W-4

4'-2"

9'-10"

W-4

4'-2"

9'-10 1/2"

W-4

4'-2"

9'-9 1/2"

W-4

4'-2"

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

W-4

02 05 00.18

4'-2"

4'-10"

W-4

17 A3.1

IN-FILL WALL WHERE WINDOW WAS REMOVED -EXTERIOR GYP BOARD -WOOD STUDS -SPRAY FOAM -INTERIOR GYP BOARD

02 41 19.B9

02 41 19.C8

02 41 19.G12 06 10 00.06 06 16 00.D7 06 40 23.C2 07 21 00.F4 07 21 00.F5

07 25 00.A5 07 42 00.A2 07 42 13.A1 07 42 13.A7 07 42 13.E1 07 42 13.E2 07 53 23.A3 07 62 00.03 07 62 00.06 07 62 00.08

08 41 13.01 08 51 13.D3 09 29 00.12 09 51 13.04

12 24 13.A1

W-4 5'-0 1/2"

W-4

4'-2"

9'-10 1/2"

4'-2"

W-4 9'-9 1/2"

4'-2"

W-4 9'-10 1/2"

4'-2"

W-4 9'-10"

4'-2"

9'-10 1/4"

W-4

4'-2"

9'-9 1/2"

W-4

4'-2"

9'-11"

4'-2"

W-4 9'-9 1/2"

4'-2"

W-4 9'-10"

4'-2"

W-4 9'-10 1/2"

4'-2"

W-4 9'-11"

4'-2"

W-4 9'-10"

4'-2"

W-4 9'-11 1/2"

4'-2"

+/- 5'-0"

3

A1.2

1/8" = 1'-0"

A2.1

A1.2

2 5 A1.2

N

1

FLOOR PLAN- AREA 2

A2.1

A1.2

4

13 A3.1

3 2

26 56 00.B3

101.1

101.2

9 A3.1

REMOVE TWO BRICK COURSES BELOW EXISTING TERMINATION BAR AND FIVE BRICK COURSES ABOVE EXISTING TERMINATION BAR. SUPPORT BRICK ABOVE AS NEEDED. REMOVE DOWNSPOUT. REINSTALL AFTER MASONRY WORK IS COMPLETE. WOOD BLOCKING AS REQUIRED 1/2" EXTERIOR GRADE PLYWOOD SOLID SURFACE SILL SPRAYED FOAM INSULATION SPRAYED FOAM INSULATION. INCREASE THICKNESS TO 4" WITH-IN 1'-0" PERIMETER AROUND WINDOWS. WEATHER BARRIER FACE OF NEW METAL WALL PANELS BEYOND FORMED METAL WALL PANELS- PROFILE 1 FORMED METAL WALL PANELS- PROFILE 2 FORMED METAL SOFFIT PANELS PREFINISHED J-TRIM SINGLE-PLY E.P.D.M. MEMBRANE ROOFING-FULLY ADHERED SYSTEM PREFINISHED SHEET METAL FLASHING PREFINISHED SHEET METAL FASCIA PREFINISHED SHEET METAL FLASHING WITH CONTINUOUS (GALV) HOLD DOWN CLIP. ALUMINUM STOREFRONT DOOR; SEE DOOR SCHEDULE ALUMINUM FIXED WINDOW WITH OPERABLE AWNING LOWER EXTERIOR GYPSUM WALLBOARD SHEATHING NEW MOISTURE RESISTANT ACOUSTICAL CEILING TILE. LIGHTS & GRID SYSTEM SALVAGED FROM DEMO WORK. INSTALL AFTER STOREFRONT INSTALLATION. ROLLER WINDOW SHADE- ALTERNATE BID ITEM EXTERIOR LIGHT FIXTURE; WILLIAMS LX4RT R 4-L8840-S-A-EM/10W-DRV-UNV (4' @ EAST ENTRANCE, 2' @ SOUTH ENTRANCE)

09 51 13.04

2 A3.1

3 A3.1

14 A3.1

07 62 00.08

CL

CL Sheet Title

7"

7"

CL

07 62 00.06

02 05 00.45

02 05 00.45

26 56 00.B3

07 62 00.08 7"

07 62 00.08

06 16 00.D7

B.O. STL DECK 110'-0"

B.O. STL DECK 110'-0"

B.O. STL DECK 110'-0"

4'-9"

4'-2"

2'-6"

4'-2"

2'-6"

4'-2"

4'-9"

07 42 13.A1 15

07 42 13.E2 07 62 00.03

A3.1

07 42 13.E1

09 29 00.12

+/- 27'-8"

07 42 13.E2 02 05 00.27

07 42 13.E1

12 24 13.A1

4

06 10 00.06

A1.2

5

07 42 00.A2 07 25 00.A5 02 05 00.33

EAST ENTRY REFLECTED CEILING PLAN

N

07 42 13.A7

08 51 13.D3

Grinnell Newburg Community School District

07 25 00.A5

1/4" = 1'-0"

02 05 00.43

09 29 00.12

08 41 13.01 02 05 00.27 7 A3.1

06 40 23.C2

8 A3.1

07 21 00.F4

07 62 00.03

02 41 19.C8

02 05 00.03

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

02 05 00.27

02 05 00.03

Project Title

+/- 24'-0" 7 New Brick Courses

07 21 00.F5

07 62 00.03

07 62 00.03

02 41 19.G12

FINISH FLOOR 100'-0"

FINISH FLOOR 100'-0"

FINISH FLOOR 100'-0"

02 05 00.03 07 53 23.A3

02 41 19.B8

AD1.1 8

02 41 19.B9

Date Issued

CU

2-16-2016

2'-6"

5 02 05 00.28

Project Number

A3.1

2012204.10

14 07 62 00.08

A3.1 2

3/4" = 1'-0"

3

SECTION 2B 3/4" = 1'-0"

4

SECTION 2C 3/4" = 1'-0"

6

ROOF PLAN 3/16" = 1'-0"

N

2

SECTION 2A

2 KEY PLAN - NOT TO SCALE

2/29/2016 9:10:58 AM

www.FEHDESIGN.COM

W-4

4'-2"

Sheet

A1.2

© FEH Design

W-4

9'-10 1/2"

Dubuque, IA (563) 583-4900

4'-2"

EXISTING EQUIPMENT TO REMAIN EXISTING CASEWORK TO REMAIN EXISTING WOOD FRAMING TO REMAIN EXISTING CONCRETE FOOTING EXISTING BRICK MASONRY WALL EXISTING STEEL COLUMN TO REMAIN EXISTING STEEL ANGLE TO REMAIN REMOVE AND RESET EXISTING ELECTRICAL SWITCH. MAINTAIN EXISTING UTILITIES IN SERVICE. COORDINATE TEMPORARY DISCONNECT WITH OWNER. REMOVE AND RESET EXISTING THRU-WALL ELECTRICAL CONDUIT AND SHROUD. MAINTAIN EXISTING UTILITIES IN SERVICE. COORDINATE TEMPORARY DISCONNECT WITH OWNER.

Des Moines, IA (515) 288-2000

9'-9 1/2"

02 05 00.03 02 05 00.18 02 05 00.27 02 05 00.28 02 05 00.33 02 05 00.43 02 05 00.45 02 41 19.B8

Sioux City, IA (712) 252-3889

W-4

4'-2"

A1.2

1333 Sunset Street Grinnell, Iowa 50112

9'-10 1/2"

A1.2

Grinnell High School Building Envelope Remodel

4'-2"

2

FLOOR PLAN, SECTIONS, REFLECTED CEILING PLAN, ROOF PLANAREA 2

5'-1 1/2"

3

In Association With

9 A3.1

4

Sim

Delafield, WI (262) 968-2055

Keynotes

A2.1

AREA 1

A1.1 TYP

07 62 00.13 W-2

W-3

W-2

W-2

W-2

W-2

W-3

W-2

08 11 13.03 08 51 13.D3

W-2

FINISH FLOOR 100'-0"

1

8 A2.1

FINISH FLOOR 100'-0"

7 A2.1

2

SOUTH ELEVATION 1" = 10'-0"

AREA 1

Des Moines, IA (515) 288-2000

W-2

ENTRY CANOPY- SOUTH 1/8" = 1'-0"

AREA 2

A1.1

TYP

2

3

A1.2

A1.2 TYP

W-1

W-1

W-1

W-4

W-1

W-4

W-4

W-4

W-4

W-4

W-4

COVER PLATE 8'-8"

TYP

W-4

W-4

27'-10"

W-4

W-4

W-4

W-4

6"

A1.2

9'-6"

Sioux City, IA (712) 252-3889

4 2

COVER PLATE 6"

8'-8"

W-4

FINISH FLOOR 100'-0"

3

5 A2.1

EAST ELEVATION

6 A2.1

1" = 10'-0"

AREA 2

AREA 1

W-4

W-4

W-4

W-4

W-4

W-4

A1.2

TYP

W-4

W-4

TYP

TYP

W-4

W-4

W-4

W-1

W-1

W-1

W-1

FINISH FLOOR 100'-0"

4

5 A2.1

6 A2.1

WEST ELEVATION 1" = 10'-0" 1

4

07 62 00.13

A3.1

07 62 00.13

07 62 00.08

A3.1

07 62 00.08

07 42 13.A7

07 42 13.A1

08 51 13.D3

07 42 13.A1

07 42 13.A1 12 02 05 00.38

A3.1 08 51 13.D3

TYP 08 11 13.03 08 51 13.D3 W-4

W-2 Sheet Title

W-1 07 62 00.03

07 62 00.03 07 42 13.A1

07 42 13.A1

6

E/W WIN.- AREA 1 1/4" = 1'-0"

9'-0" 4'-3"

2"

1/4" = 1'-0"

1

10

10

A3.1

A3.1

A3.1

4'-3"

8'-0" 2"

2"

3'-9"

4'-8"

2"

3'-9"

2"

2"

1/4" = 1'-0"

2

4'-4"

2"

A3.1

2 1/2" 2 1/2" 2'-6 3/4"

7 A3.1

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

6'-0"

2 1/2" 2 1/2" 2 1/2" 2 1/2" 2'-8 3/4" 2'-9" 2'-8 3/4"

6'-0"

2 1/2" 2'-6 3/4"

2 1/2"

1'-9"

G1

G1

G1

G1

G1

G1

G1T

G1T

G1T

G1T

G1T

G1T

G1T

G1T

G1T

G1T

2 1/2"

5'-0"

9'-2"

2 1/2"

10"1'-0"

8"

G1

G1T

W1

9

W2

W3

A

W4

B

10

WINDOW ELEVATIONS

DOOR ELEVATIONS

1/4" = 1'-0"

1/4" = 1'-0"

AL-1

Project Title

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

5"

SIM

G1T

G1T

5'-2"

G2T

2'-8"

A3.1

8"

16 G2T

1'-1" 10" 1'-1"

6"

1'-4 1/2"

A3.1

SIM

6" 2'-0"

SEE SCHEDULE

6

2"

SEE SCHEDULE

G2T

2'-3"

4'-5"

SIM

3'-10"

1'-0" 2'-0"

A3.1

G2T

2" 1'-8"2"

4'-4"

2"

A3.1

6'-8"

6

2'-6"

6

G2T

A3.1

2"

3'-0"

G2T

SIM

1'-10"

G2T

11

2"

G2T

2"

4'-4"

A3.1

2'-6"

G2T

2"

G2T

1'-10"

G2T

11

2"

2" 1'-10"

G2T

2"

11

6'-8"

4'-4"

6'-8"

8

SOUTH DOORS

4'-2"

A3.1

2'-6"

FINISH FLOOR 100'-0"

27'-0"

2"

2"

7

E/W WIN.- AREA 2

2"

2"

FINISH FLOOR 100'-0"

2 1/2"

5

FINISH FLOOR 100'-0"

Grinnell Newburg Community School District

FINISH FLOOR 100'-0"

11

STOREFRONT

1/4" = 1'-0"

Date Issued

DOOR SCHEDULE Door Size Number 101.1 101.2 102.1 103.1

Width 6'-0" 6'-0" 6'-0" 6'-0"

Height 7'-0" 7'-0" 7'-0" 7'-0"

Door Type A A B B

AL AL GHM GHM

Glazing G1T G1T G1T G1T

Frame Type AL-1 AL-1 EXISTING EXISTING

Frame Material AL AL EXT EXT

Details Head Jamb 13/A3.1 13/A3.1 ---

---

GLAZING

MATERIAL

G1 G1T G2T

GHM AL EXT

= = =

1" INSULATING GLASS 1" INSULATING SAFETY GLASS TRIPLE GLAZED INSULATING SAFETY GLASS

= = =

2012204.10

GALVANIZED HOLLOW METAL ALUMINUM EXISTING

2

1 2 KEY PLAN - NOT TO SCALE

2/29/2016 9:11:00 AM

2-16-2016

Project Number

Frame Door Material

1333 Sunset Street Grinnell, Iowa 50112

W-4

A1.2

A1.1

Grinnell High School Building Envelope Remodel

W-4

3

EXTERIOR ELEVATIONS, WINDOW & DOOR ELEVATIONS

W-4

2

In Association With

2

Sheet

A2.1

© FEH Design

TYP

EXISTING HOLLOW METAL FRAME- PAINT FORMED METAL WALL PANELS- PROFILE 1 FORMED METAL WALL PANELS- PROFILE 2 PREFINISHED SHEET METAL FLASHING PREFINISHED SHEET METAL FLASHING WITH CONTINUOUS (GALV) HOLD DOWN CLIP. PREFINISHED SHEET METAL VERTICAL REVEAL FLASHING HOLLOW METAL DOOR; PAINT ALUMINUM FIXED WINDOW WITH OPERABLE AWNING LOWER

Dubuque, IA (563) 583-4900

4 A1.1

02 05 00.38 07 42 13.A1 07 42 13.A7 07 62 00.03 07 62 00.08

3

www.FEHDESIGN.COM

Delafield, WI (262) 968-2055

Keynotes

07 42 13.A4 07 21 00.F4 02 05 00.45

02 05 00.40

02 05 00.40

07 53 23.C1

07 25 00.A5

7 NEW BRICK COURSES REUSE EXIST. BRICK WHERE POS.

09 29 00.12

02 05 00.17

07 42 13.A7

B.O. STL DECK 110'-0"

07 42 13.A2 02 05 00.32

07 42 13.A2

02 05 00.17

07 42 13.A1

B.O. STL DECK 110'-0"

02 05 00.32

07 42 13.A2 07 42 13.A7 07 21 00.F4

07 21 00.F4

07 25 00.A5

07 42 13.A7

07 25 00.A5

02 05 00.C3 09 29 00.12

07 25 00.A5

04 20 00.E5 04 20 00.B1 07 53 23.C4

07 62 00.D3 07 53 23.D1

05 40 00.18 05 40 00.19

07 53 23.A5

05 40 00.20

09 29 00.12

05 40 00.14 05 40 00.15 05 40 00.16

07 53 23.C1

09 29 00.12

05 40 00.20

05 40 00.20 02 05 00.27

02 05 00.27

07 13 26.D2

02 05 00.C3

+/- 1'-2"

07 42 13.A3

1'-3" F.V.

07 42 13.A3

07 42 13.A2 07 13 26.D2

07 21 00.F5

07 42 13.A5

07 13 26.D2

07 53 23.A3

07 21 00.F4 07 21 00.F5

07 62 00.03

09 29 00.D1 07 62 00.03

Metal Soffit to be flush with top of Door Frame

07 42 13.A5

02 05 00.27

07 62 00.03

06 10 00.06 06 10 00.07 06 16 00.D7 06 40 23.C2 07 13 26.D1 07 13 26.D2

07 21 00.F4

09 29 00.H1

07 92 00.A1 12 24 13.A1 07 92 00.A1

6"

08 51 13.D3

08 51 13.D3

1

1 1/2" = 1'-0"

07 42 13.E2

05 40 00.20

5

12 24 13.A1

3"

2

TOP OF WALL

07 42 13.E1

09 91 23.A4

3

TOP OF WALL 2 1 1/2" = 1'-0"

4

TOP OF WALL 3

TOP OF WALL 4 1 1/2" = 1'-0"

1 1/2" = 1'-0"

02 05 00.C3 07 92 00.A1

07 92 00.A1

07 92 00.A1

07 92 00.A1 06 10 00.06

07 42 13.A1 07 42 13.A2 07 42 13.A3 07 42 13.A4 07 42 13.A5 07 42 13.A6 07 42 13.A7 07 42 13.E1 07 42 13.E2 07 53 23.A3

07 21 00.F4

08 51 13.D3

08 51 13.D3

1 1/2" = 1'-0"

02 05 00.27

3"

06 40 23.C2

07 42 13.A4

09 29 00.12

07 62 00.03

07 25 00.A5

06 40 23.C2

1/2"

07 53 23.A5 07 53 23.C1

02 05 00.27 3"

6"

THRU-WALL FLASHING @ CANOPY

07 21 00.H1 07 25 00.A5 07 42 00.A2

07 42 13.A1

07 42 13.A7

07 92 00.A3

07 42 13.A4

07 53 23.C4 07 53 23.D1 07 62 00.03 07 62 00.06 07 62 00.07

07 92 00.A1

07 25 00.A5

07 62 00.03

07 62 00.03

02 05 00.27

07 92 00.A3

07 42 13.A2

02 05 00.C3 1/2"

07 42 13.A7

07 42 13.A7

09 29 00.12

07 25 00.A5

07 25 00.A5

09 29 00.12

09 29 00.12

07 42 13.A2

07 42 13.A2

02 05 00.32

07 42 13.A2

07 62 00.08

07 42 13.A6

07 62 00.03

07 42 13.A1

12 24 13.A1

07 42 13.A2

07 92 00.B2

07 21 00.F5

07 25 00.A5

02 05 00.17

07 13 26.D2

2 1/2"

02 05 00.C4

08 51 13.D3 07 62 00.13 07 62 00.D3 07 92 00.A1 07 92 00.A3 07 92 00.B2 08 41 13.01

6"

07 21 00.F4 02 05 00.27 07 42 13.A3

07 42 13.A3

02 05 00.27 07 42 13.A3

07 42 13.A5

07 13 26.D1

07 62 00.03

07 42 13.A5

10

ENDWALL COND. 1

WINDOW HEAD- AREA 1

1 1/2" = 1'-0"

1 1/2" = 1'-0"

09 22 16.B1 09 29 00.12

07 13 26.D1

07 21 00.F4

07 42 13.A5

02 05 00.27

FINISH FLOOR 100'-0"

02 05 00.27

07 62 00.03

09 29 00.D1 09 29 00.H1 09 91 23.A4

02 05 00.32 05 40 00.20

FINISH FLOOR 100'-0"

1" Min.

FINISH FLOOR 100'-0"

07 21 00.F4

12 24 13.A1

07 92 00.A1

1" Min.

07 13 26.D1

9

02 05 00.C3

08 41 13.02 08 51 13.D3

07 62 00.03

07 62 00.03

08 51 13.D3

07 21 00.F4

02 05 00.27

02 05 00.02

09 29 00.12 02 05 00.C3 07 25 00.A5 07 21 00.F4

TYP

1 1/2" = 1'-0"

07 62 00.03 07 92 00.A1

07 92 00.B2

06 10 00.06

09 29 00.12

07 42 13.A6

07 25 00.A5 2 1/2"

07 62 00.03

07 42 13.A2

07 92 00.A3

15 A3.1

07 53 23.D1 06 10 00.07

07 13 26.D2

05 40 00.14

07 53 23.A3

07 53 23.D1

05 40 00.18

05 31 00.05

07 21 00.H1

02 05 00.52

05 40 00.19

11

WINDOW JAMB- AREA 1

1 1/2" = 1'-0"

12

2 1/2"

07 42 13.A6

Not to Scale

07 62 00.03

7"

07 62 00.08

07 42 13.A2

ENDWALL COND. 4

07 42 13.A4

5 1/2"

07 21 00.F4

05 40 00.14 07 21 00.H1

07 62 00.08

05 40 00.20

07 42 13.A4

05 31 00.05 5 1/2"

05 40 00.15 07 42 13.E2

09 29 00.D1

07 92 00.A3 02 05 00.27

05 40 00.20 07 92 00.A1

06 16 00.D7 07 42 13.E1

07 42 13.E1

Varies

07 42 00.A2 07 42 13.E2

07 21 00.F5

07 42 13.A1

02 05 00.C3

07 25 00.A5

3"

1'-0"

6 1/2" 08 41 13.02 08 41 13.01

07 62 00.03

02 05 00.C3

07 62 00.03

07 42 13.A2

07 42 13.E2

07 42 13.A6 02 05 00.33

02 05 00.27 07 21 00.F4

4"

4'-9 1/2"

2 1/2"

09 29 00.12

06 10 00.06 2'-6"

07 92 00.B2 07 42 13.A2

08 51 13.D3 3"

02 05 00.33

06 40 23.C2

07 62 00.03

07 42 13.A6

Project Title

05 40 00.20

09 91 23.A4

Date Issued

3"

07 62 00.06

7 1/2"

05 40 00.19

07 62 00.03

C:\Revit\2012204.10 GN CSD HS Building Envelope(CF)2 2014_jasonc.rvt

07 53 23.A3

06 10 00.07

7"

3"

7 1/2"

5 @ 6"= 2'-6"

Varies

05 40 00.16

3"

Exist. 7 1/2" Longspan Deck

Edge of Exist. Deck

06 16 00.D7

B.O. STL DECK 110'-0"

1 1/2" = 1'-0"

07 53 23.D1 4"

07 62 00.06

13

ENDWALL COND. 2

7 1/2"

Pencil Stiffener

1'-10"

09 05 22 40 16.B1 00.15

1333 Sunset Street Grinnell, Iowa 50112

8

07 13 26.D2

2 1/2"

Grinnell Newburg Community School District

1 1/2" = 1'-0"

02 05 00.27

BOTTOM OF WALL 3

3"

7

1 1/2" = 1'-0"

BOTTOM OF WALL 2

1/2"

6

BOTTOM OF WALL

Grinnell High School Building Envelope Remodel

6"

06 40 23.C2

DETAILS

02 05 00.45

2-16-2016

09 29 00.12 2 1/2" 1" 2 1/2"

07 62 00.13

Project Number

07 25 00.A5 07 42 13.A1

2012204.10 Sheet

15

CANOPY EDGE

14

CANOPY DETAIL

1 1/2" = 1'-0"

2/29/2016 9:11:07 AM

1 1/2" = 1'-0"

16

WINDOW JAMB- AREA 2

1 1/2" = 1'-0"

17

ENDWALL COND. 3

1 1/2" = 1'-0"

www.FEHDESIGN.COM

02 05 00.26 02 05 00.27 02 05 00.32 02 05 00.33 02 05 00.40 02 05 00.45 02 05 00.52 02 05 00.C3 02 05 00.C4 04 20 00.B1 04 20 00.E5 05 31 00.05

EXISTING CONSTRUCTION TO REMAIN EXISTING METAL STUD FRAMING TO REMAIN EXISTING WOOD BLOCKING TO REMAIN EXISTING WOOD FRAMING TO REMAIN EXISTING MASONRY WALL EXISTING BRICK MASONRY WALL EXISTING METAL DECK TO REMAIN EXISTING STEEL ANGLE TO REMAIN EXISTING ROOFING TO REMAIN. EXISTING GYPSUM BOARD TO REMAIN EXISTING EIFS SOFFIT TO REMAIN FACE BRICK THRU-WALL FLASHING 0.6C28 METAL DECK. FASTEN TO JOISTS WITH #12 TEK SCREWS AT 30/4 PATTERN L4X4X12 GA X CONT. 2 1/2" METAL STUD FRAMING CAP JOISTS WITH 600T125-43 BELOW NEW ROOF DECK. FASTEN TOP & BOTTOM WITH #10-16 COUNTERSUNK SCREWS (12) #10-16 TEK SCREWS PER JOIST 600S162-97 LT GAGE JOISTS AT (12" O.C. MAX) ATTACHED TO VERTICAL WEB OF LONGSPAN DECK 362S162-43 FASTENED TO 600T125-43 WITH (4) # 10-16 @ EACH END WOOD BLOCKING AS REQUIRED EXTERIOR TREATED WOOD BLOCKING 1/2" EXTERIOR GRADE PLYWOOD SOLID SURFACE SILL SELF ADHERING SHEET WATERPROOFING SELF ADHERING SHEET WATERPROOFING FLASHING SPRAYED FOAM INSULATION SPRAYED FOAM INSULATION. INCREASE THICKNESS TO 4" WITH-IN 1'-0" PERIMETER AROUND WINDOWS. RIGID ROOF INSULATION WEATHER BARRIER FACE OF NEW METAL WALL PANELS BEYOND FORMED METAL WALL PANELS- PROFILE 1 FORMED METAL WALL PANEL CLIP SUBGIRTS SHIM FOR VENTING 12" O.C. CONTINUOUS STARTER FLASHING METAL AND COMPOSITION CLOSURE FORMED METAL WALL PANELS- PROFILE 2 FORMED METAL SOFFIT PANELS PREFINISHED J-TRIM SINGLE-PLY E.P.D.M. MEMBRANE ROOFING-FULLY ADHERED SYSTEM MEMBRANE ANCHOR STRIP TERMINATION BAR. SEAL EDGE WITH ROOFING SEALANT. COTTON ROPE WEEP E.P.D.M. MEMBRANE FLASHING PREFINISHED SHEET METAL FLASHING PREFINISHED SHEET METAL FASCIA PREFINISHED SHEET METAL FLASHING WITH CONTINUOUS (GALV) HOLD DOWN CLIP. MATCH EXISTING ADJACENT PROFILE AND HEIGHT. PREFINISHED SHEET METAL FLASHING WITH CONTINUOUS (GALV) HOLD DOWN CLIP. PREFINISHED SHEET METAL VERTICAL REVEAL FLASHING THROUGH WALL & RECEIVER FLASHING SEALANT CAULKING SEALANT W/ BACKER ROD ALUMINUM STOREFRONT DOOR; SEE DOOR SCHEDULE ALUMINUM STOREFRONT FRAMING SYSTEM ALUMINUM FIXED WINDOW WITH OPERABLE AWNING LOWER 2 1/2" METAL STUD FRAMING EXTERIOR GYPSUM WALLBOARD SHEATHING 5/8" GYPSUM WALLBOARD CORNER BEAD PAINT FINISH TO MATCH EXISTING. SEE SPECIFICATION FOR MORE INFORMATION. ROLLER WINDOW SHADE- ALTERNATE BID ITEM

A3.1

© FEH Design

7"

7"

07 42 13.A4

07 42 13.A4

02 05 00.02 02 05 00.17

02 05 00.52

7"

T.O.W. 113'-1 3/8"

07 62 00.08

Dubuque, IA (563) 583-4900

02 05 00.52

Des Moines, IA (515) 288-2000

07 42 13.A2

02 05 00.52

07 42 13.A3 07 42 13.A4

07 53 23.D1

02 05 00.26

Sioux City, IA (712) 252-3889

02 05 00.26

07 62 00.08

7"

T.O.W. 113'-1 3/8"

02 05 00.52

Keynotes

06 10 00.07 07 53 23.D1

07 53 23.D1

In Association With

06 10 00.07 02 05 00.26

Sheet Title

07 62 00.07

07 42 13.A2

Delafield, WI (262) 968-2055

07 62 00.07

07 53 23.D1