IAVC_Door_Drawings.pdf

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G1.00

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NTS

INYO NATIONAL FOREST

LONE PINE, CALIFORNIA 93545

EASTERN SIERRA INTERAGENCY VISITOR CENTER

SCALE:

LOCATION MAP

N/A

N

PROJECT SITE:

US 395 & HIGHWAY 136

LONE PINE, CA 93545

SCALE:

PARTIAL SITE PLAN

1/16" = 1'-0"

N

SHEET INDEX:

G1.00 COVER

ARCHITECTURAL:

A2.01 FLOOR PLAN

A2.02 ENLARGED FLOOR PLANS

A3.01 ELEVATIONS

A7.01 DOOR AND WINDOW SCHEDULES

A8.01 DETAILS

SCALE:

VICINITY MAP

N/A

N

PROJECT SITE:

US 395 & HIGHWAY 136

AREA OF WORK SHOWN

HATCHED - TYP.

PROJECT DESCRIPTION:

DUE TO PERVASIVE HIGH WIND CONDITIONS, THE EASTERN SIERRA INTERAGENCY VISITOR CENTER (IAVC) HAS

HAD SEVERAL PROBLEMS AND FAILURES WITH DOOR HARDWARE. THE PROPOSED SOLUTION IS TO REDUCE THE

HEIGHT OF THE DOORS, ADD TRANSOMS, AND INTRODUCE CLOSING DEVICES AT THE MOST PROBLEMATIC DOOR

LOCATIONS. IN ADDITION, ONE SET OF DOUBLE DOORS WILL BE CONVERTED TO A FULL-HEIGHT WINDOW WITH

OPERABLE UNITS TO MATCH EXISTING FULL-HEIGHT WINDOWS, AND SET ON A NEW 6" CONCRETE CURB. AUTO

MATIC DOOR OPERATORS AND SMALL PUSH BUTTON STYLE ADA ACCESSIBLE DOOR ACTUATORS WILL BE ADDED

AT TWO DOORS. A CONCRETE PAD WILL BE ADDED AT THE EMPLOYEE ENTRANCE (DOOR 3) TO ALLOW FOR EASE

OF ACCESS.

CONTACT INFORMATION:

SITE:

Eastern Sierra Inter-Agency Visitor Center

Inyo National Forest

Intersection of US 395 & Highway 136

Lone Pine, CA 93545

OWNER:

USDA - Forest Service

Inyo National Forest

351 Pacu Lane

Bishop, CA 93514

CONTRACTING OFFICER:

TBD

CONTRACTOR:

TBD

ARCHITECT:

Siegel & Strain Architects

1295 59th Street

Emeryville, CA 94608

(510) 547-8092

(510) 547-2604 fax

Contact: Larry Strain, AIA, LEED AP

STRUCTURAL ENGINEER:

Bluestone Engineering, Inc.

1990 N California Blvd # 830, Walnut Creek, CA 94596

Contact: Larry Fowler, SE

1. THESE NOTES APPLY TO ALL DRAWINGS AND GOVERN UNLESS NOTED OR SPECIFIED FOR MORE SPECIFIC REQUIREMENTS

APPLICABLE TO PARTICULAR DIVISIONS OF THE WORK. SEE SPECIFICATIONS AND SHEET NOTES CONTAINED IN

SUBSECTIONS OF THESE DRAWINGS.

2. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AND THE SPECIFICATIONS SUPPLEMENT THESE

DRAWINGS AND ARE A PART OF THE CONTRACT DOCUMENTS.

3. ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL BUILDING CODES AND REGULATIONS. CONTRACTOR

SHALL BE RESPONSIBLE FOR PERMITS APPLICABLE TO SPECIFIC TRADES OR SUBCONTRACTORS' WORK.

4. CONTRACTOR SHALL EXAMINE THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND WILL HAVE

SATISFIED HIMSELF AS TO THE CONDITION OF EXISTING WORK PRIOR TO SUBMISSION OF FINAL BID. ANY CONFLICTS OR

DISCREPANCIES BETWEEN THE DRAWINGS AND SITE CONDITIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION PRIOR TO COMMENCING WORK.

5. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS.

6. CONTRACTOR ACKNOWLEDGES THOROUGH FAMILIARIZATION WITH THE BUILDING SITE CONDITIONS, WITH THE DRAWINGS

AND SPECIFICATIONS, WITH THE DELIVERY FACILITIES, AND ALL OTHER MATTERS AND CONDITIONS WHICH MAY AFFECT THE

OPERATIONS AND COMPLETION OF THE WORK, AND ASSUMES ALL RISK THEREFROM.

7. CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS AND SHALL BE

RESPONSIBLE FOR ANY ACTS, OMISSIONS OR ERRORS OF THE SUBCONTRACTORS AND OF PERSONS DIRECTLY OR

INDIRECTLY EMPLOYED BY THEM.

8. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN FIELD. ON DRAWINGS, ONLY WRITTEN DIMENSIONS SHALL BE USED.

DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY AND BE MADE COMPLETELY RESPONSIBLE FOR ALL DIMENSIONS

AND CONDITIONS ON THE JOB. ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY PROPOSED OR REQUIRED VARIATIONS

FROM THE DIMENSIONS AND CONDITIONS SHOWN, AND A WRITTEN CHANGE ORDER ISSUED BEFORE MAKING ANY CHANGES

AT THE JOB SITE.

9. ALL CONSTRUCTION MATERIALS AND SUPPLIES TO BE STORED, HANDLED AND INSTALLED ACCORDING TO

MANUFACTURERS' RECOMMENDATIONS.

10.DRAWINGS INDICATE NEW CONSTRUCTION UNLESS NOTED AS (E) FOR "EXISTING". THE CONTRACTOR SHOULD ANTICIPATE

BASED ON EXPERIENCE, A REASONABLE NUMBER OF ADJUSTMENTS AND REPAIR TO EXISTING CONDITIONS TO BE

NECESSARY TO MEET THE DESIGN OBJECTIVES.

11.WHEN SPECIFIC FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, OR CALLED FOR IN THE

GENERAL NOTES, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILAR CONDITIONS.

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GENERAL NOTES

N/A

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A2.02

A2.02

A2.02

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A2.01

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L A

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SCALE:

OVERALL FLOOR PLAN

1/8" = 1'-0"

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AREA OF WORK SHOWN

HATCHED - TYP.

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N

1/4" = 1'-0"

ENLARGED FLOOR PLAN @ SE ENTRY

1/4" = 1'-0"

D

E

A

B

11 12

SCALE:

ENLARGED FLOOR PLAN @ SW ENTRY

1/4" = 1'-0"

A

B

3 4

ADA DOOR ACTUATOR - THIS

ACTUATOR OPERATES THE

WEST DOOR LEAF

ADA DOOR ACTUATOR - THIS

ACTUATOR OPERATES THE

EAST DOOR LEAF

ADA DOOR ACTUATOR - THIS

ACTUATOR OPERATES THE

WEST DOOR LEAF

ADA DOOR ACTUATOR - THIS

ACTUATOR OPERATES THE

EAST DOOR LEAF

(N) DOOR AND TRANSOM

IN (E) OPENING

(N) DOOR AND TRANSOM IN

(E) OPENING

SCALE:

ENLARGED FLOOR PLAN @ MAIN ENTRY

1/4" = 1'-0"

A

B

DEMO (E) DOOR AND REPLACE

WITH (N) WINDOW IN (E) DOOR

OPENING - MATCH (E) ADJACENT

ALUMINUM WINDOWS

DEMO (E) DOOR AND REPLACE WITH

(N) DOOR AND TRANSOM WITH

CONCEALED POWER-ASSIST

OPERATOR - RUN POWER FROM (E)

ELECTRICAL CIRCUIT. ELECTRICAL

AS-BUILTS CAN BE OBTAINED FROM

CONTRACTING OFFICER

RUN POWER FROM (E) ELECTRICAL

CIRCUIT. ELECTRICAL AS-BUILTS

CAN BE OBTAINED FROM

CONTRACTING OFFICER

RUN POWER FROM (E) ELECTRICAL

CIRCUIT. ELECTRICAL AS-BUILTS

CAN BE OBTAINED FROM

CONTRACTING OFFICER

NOTES:

(N) CONCRETE PAD TO

ALIGN WITH EDGES OF

CONCRETE FOUNDATION -

5" THICK SLAB OVER 4"

COMPACTED AGGREGATE -

SEE NOTES THIS PAGE.

NO CONCRETE PAD

THIS LOCATION

(N) DOOR WITH

CONCEALED CLOSER

(NO OPERATOR)

1. ALL PLAN DIMENSIONS TO MATCH EXISTING

2. CONCRETE SLAB NOTES:

#3 BARS @ 12" O.C. EACH WAY

WATER/CEMENT RATION - 0.45

ENTRAINED AIR: 6% (-1% TO +2%).

USE 3000 PSI CONCRETE FOR SLAB AND CURB

SLAB TO RECEIVE LIGHT BROOM FINISH

3. USE 4

" SQUARE ADA DOOR OPERATOR INSCRIBED

WITH UNIVERSAL SYMBOL OF ACCESSIBILITY AND

THE WORDS "PUSH TO OPEN" - SIMILAR TO

"STANLEY HC PTO" OR EQUAL

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A3.01

E L

E V

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VARIES

NORTH ELEVATION

1/8" = 1'-0"

SCALE:

EAST ELEVATION

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

EAST ELEVATION (DOOR 4 SIM.)

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

NORTH ELEVATION AT ENTRY (DOOR 2 SIM.)

1/4" = 1'-0"

(N) 4

" SQUARE ADA DOOR ACTUATOR -

SEE PLAN FOR LOCATION

REPLACE OR REPAIR (E) TRIM AND SIDING

AS REQUIRED TO FACILITATE

REPLACEMENT OF DOORS AND FRAMES

(N) DOOR AND TRANSOM IN (E) OPENING

C

L

EQ.

EQ.

I G

H T

H E

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H T

WIDTH

(T)

(T)(T)

(T)(T)

CONCEALED

OPERATOR

A B A

TYP.

(T)(T)

DENOTES

TEMPERED

GLAZING

O P

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G

H

E I G

H T

TYP.

D O

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H T

O P

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H

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H T

TYP. TYP.

TYP.

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A7.01

D O

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VARIES

WINDOW AND DOOR TYPES

1/4" = 1'-0"

MATERIAL

DOOR SCHEDULE :

B

A

DOOR

NO.

DOOR

TYPE

THICK.WIDTH DOOR HEIGHT

DOOR LEAF

DOOR FRAME

FINISH

MATERIAL

FINISH

REMARKS

WINDOW SCHEDULE :

NOTES:

WINDOW

2.

1.

WINDOW FRAME SIZES ARE APPROXIMATE. FIELD VERIFY ALL OPENING SIZES

USE SAFETY GLAZING AT ALL HAZARDOUS LOCATIONS PER CBC SECTION 2406.4 INCLUDING ALL DOOR GLAZING & GLAZING

WITHIN 60" OF ANY WALKING SURFACE THAT IS WITHIN 24" OF ANY DOOR

GLASS

1" LOW-E

INSULATED

HEIGHT (V.I.F.)

6'-10"

WIDTH (V.I.F.)

TYPE

ALUM

MATERIAL

FRAME

FINISH

REMARKS

WOOD/GLASS

3'-0"

A

±6'-6"

7'-6"

WOOD/GLASS

SILL HEIGHT

6"

WOOD/GLASS

B 3'-0"

WOOD/GLASS

ALUM.

ALUM.

ALUM.

ALUM.

±6'-6"

1-3/4"

CLEAR

SEALER

SEALER

CLEAR

CLEAR

SEALER

SEALER

CLEAR

ANODIZED

CLEAR

ANODIZED

CLEAR

ANODIZED

CLEAR

CLEAR

ANODIZED

PAIR

PAIR

ANODIZED

CLEAR

9'-6"

PROVIDE CONCEALED PANIC HARDWARE,

ELECTRIFIED STRIKE, AND CONCEALED OPERATOR

PROVIDE CONCEALED OPERATOR WITH

POWER-ASSIST FEATURE

OPENING HEIGHT

10'-0"

7'-6"

7'-6"

7'-6"

10'-0"

10'-0"

10'-0"

MATCH (E) ALUMINUM WINDOWS

A

NOTES:

1. DOOR FRAME SIZES ARE APPROXIMATE. FIELD VERIFY ALL OPENING SIZES

2. USE SAFETY GLAZING AT ALL HAZARDOUS LOCATIONS PER CBC SECTION 2406.4 INCLUDING ALL DOOR GLAZING & GLAZING WITHIN 60" OF ANY WALKING SURFACE THAT IS WITHIN 24" OF ANY DOOR

3. MATCH (E) DOOR HARDWARE MANUFACTURER AND LOCKSET TYPE

1. ELECTRICAL WORK CONSISTS OF PROVIDING POWER TO AND CONNECTING ELECTRIC STRIKES AND DOOR ACTUATORS AT DOORS 1, 2, AND 3.

2. THE DESIGN INTENT IS THAT POWER TO ELECTRIC STRIKES AND ACTUATORS BE PROVIDED FROM EXISTING LIGHTING OR POWER CIRCUITS ADJACENT TO DOORS.

3. CONTRACTOR TO VERIFY IN ADVANCE OF ANY CONSTRUCTION THAT EXISTING CIRCUIT ARE ADEQUATE OR CAN BE MODIFIED TO ADD DOOR STRIKES AND ACTUATORS.

4. IF THIS IS NOT POSSIBLE, CONTRACTOR IS TO PROPOSE ALTERNATE PLANS FOR PROVIDING POWER TO DOORS. ALTERNATE PLANS MUST BE APPROVED IN ADVANCE OF CONSTRUCTION BY CONTRACTING

OFFICER.

5. CONTRACTOR TO VERIFY ALL MODIFICATIONS TO THE ELECTRICAL SYSTEM WITH CONTRACTING OFFICER BEFORE PROCEEDING WITH ANY WORK.

6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING MATERIALS, DESIGN, AND WORKMANSHIP FOR A COMPLETE ELECTRICAL SYSTEM THAT COMPLIES WITH CURRENT APPLICABLE CODES AND STANDARDS.

7. TO THE GREATEST EXTENT POSSIBLE, ALL ELECTRICAL WORK WILL BE CONCEALED. CONTRACTOR TO VERIFY ANY PROPOSED EXPOSED CONDUIT, TRANSFORMERS, OR SURFACE MOUNTED JUNCTION BOXES OR

SWITCHES IN THE FIELD WITH THE CONTRACTING OFFICER BEFORE INSTALLATION.

8. PROVIDE SAMPLES FOR CONTRACTOR OFFICER APPROVAL FOR ANY EXPOSED SWITCHES, COVER PLATES, CONDUIT, TRANSFORMERS OR OTHER ELECTRICAL ACCESSORIES BEFORE PURCHASE AND

INSTALLATION.

9. FINISHES OF COVER AND SWITCH PLATES TO MATCH EXISTING.

10. ANY EXPOSED WIRING WILL BE IN RIGID CONDUIT, PAINTED TO MATCH ADJACENT SURFACES AT CONTRACTING OFFICER'S OPTION.

11. NO ELECTRICAL WORK SHALL BE PERFORMED UNTIL DESIGN IS APPROVED BY CONTRACTING OFFICER.

ELECTRICAL NOTES:

PROVIDE CONCEALED CLOSER

1-3/4"

1-3/4"

1-3/4"

PROVIDE CONCEALED PANIC HARDWARE,

ELECTRIFIED STRIKE, AND CONCEALED OPERATOR

SLOPE

1/4" MAX.

D O

N

G

(N) CONCEALED

OVERHEAD DOOR

CLOSER IN DOOR

HEAD

(E) GWB - REPLACE

AS NEEDED

(N) BACKER ROD & SEALANT,

TYP. BOTH SIDES

(N) ALUM. STOREFRONT

WINDOW HEAD

(E) ALUM. FLASHING

(E) PLYWOOD SIDING

OVER BUILDING PAPER

(N) GLAZED WOOD

DOOR AS SCHEDULED

(E) G.S.M. FLASHING

D O

N

G

(E) 1X1 WOOD TRIM

(N) ALUM. STOREFRONT

FRAME

(N) GLAZE STOP

SET IN BEDDING

SEALANT

(E) CONT. SOFFIT

VENT

(E) 2X12 ROUGH

SAWN CEDAR TRIM

(E) PLYWOOD

SOFFIT

(N) CONC. CURB TO MATCH ADJ.

WINDOWS - DOWEL INTO (E) CONC.

SLAB W/ #5 REBAR - 8" MIN. EMBED

(N) GLAZING AS

SCHEDULED

(N) ALUM. STOREFRONT

WINDOW SILL TO MATCH

OPERABLE WINDOW

(N) BACKER ROD &

SEALANT, TYP. BOTH SIDES

W I N

D O

W

F

R A

M

I Z

E

OUTSIDE

(N) VENTILATOR

INSERT IN

STOREFRONT FRAME

(N) GLAZING AS

SCHEDULED

(N) ALUM. STARTER SILL

(N) FLAT SCREEN

INSIDE

(E) PLYWOOD SIDING OVER

BUILDING PAPER - REPLACE

AS NEEDED

(N) DOOR AS SCHEDULED

(E) 3x3 HSS

(N) ALUM. DOOR

FRAME W/ CONCEALED

OVERHEAD CLOSER

(E) GLU-LAM

BEAMS ABOVE

(E) STEEL TUBE

COLUMN

(E) BASEPLATE

BELOW

(E) GLU-LAM BEAM

(E) WOOD HEADER

1X WOOD TRIM

2 1/2"

(E) WINDOW

(E) 24" WIDE HARDY FRAME

INSIDE

INSIDE OUTSIDE

OUTSIDEINSIDE

(E) ALUM. THESHOLD

SET IN FULL BED OF

MASTIC - REUSE IF

POSSIBLE

REPLACE (E) CORNER-BEAD

AND GWB AS NEEDED TO

ACCOMMODATE NEW DOOR

AND TRANSOM

SLOPE

1/4" MAX.

D O

N

G

(E) ALUM. THESHOLD SET IN

FULL BED OF MASTIC -

REUSE IF POSSIBLE

(N) GLAZING AS

SCHEDULED

(N) BACKER ROD

AND SEALANT - TYP.

(N) BACKER ROD

AND SEALANT - TYP.

" BENT PLATE TO MATCH

WIDTH OF (E) WOOD STUD.

SEE DETAIL 7/8.01 FOR

ADDITIONAL INFORMATION

D O

N

G

(E) WOOD SIDING - REPLACE

AS REQUIRED

(N) BACKER ROD

AND SEALANT - TYP.

REPAIR AND REPLACE (E)

GWB AS NEEDED

SCALE:

ENTRY DOOR

3" = 1'-0"SCALE:

OPERABLE ALUM. WINDOW

3" = 1'-0"

SCALE:

PLAN DETAIL @ DOOR 3 (DOOR 4 SIM.)

3" = 1'-0"

SCALE:

DOOR 3 HEAD, SILL, AND THRESHOLD (DOOR 4 SIM.)

3" = 1'-0"

SCALE:

TYP. JAMB @ ALUM. WINDOW

3" = 1'-0" SCALE:

TYP. DOOR JAMB @ ENTRY

3" = 1'-0"

VERIFY SWING DIRECTIONOF (N)

WINDOW - MATCH (E) ADJACENT

WINDOWS

5 1/2"

2@12

2@12

NOTES:

1. PLATE MATERIAL TO BE ASTM A36

2. USE #10 SELF-TAPPING SCREWS @12" O.C. FROM

DOOR JAMB TO (N) STEEL JAMB STUD

3. SEE DETAIL 3/A8.01 FOR LOCATION AND ADDITIONAL

INFORMATION

SCALE:

STRUCTURAL STEEL @ DOORS 3 AND 4

3" = 1'-0"

5 1/2"

P 1/4" FULL HEIGHT

L

(N) CONCEALED

OVERHEAD DOOR

CLOSER IN DOOR HEAD

(DOOR 3 ONLY - DOOR 4

RECEIVES CONCEALED

CLOSER ONLY)

(N) GLAZED WOOD

DOOR AS SCHEDULED

(N) ALUM. STOREFRONT

FRAME

(N) GLAZE STOP SET IN

BEDDING SEALANT

COLD JOINT WITH WATERSTOP

CURFED INTO (E) SLAB

(CLOSER ONLY)

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A8.01

D E

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3" = 1'-0"