DEVA_CowCreek_CC50_100__Final_CD_Drawings_2020-07-27.pdf

PDF 8 MB Posted Jun 25, 2021

Attached to: Installation of Fire Suppression System and Repair
Solicitation number: 140P8121R0016
Issued by: Department of the Interior National Park Service Pacific West Region

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Written by GovTribe AI · Dec 28, 2023

This document provides construction documents for the installation of a fire suppression system and repair of wind damage at the Cow Creek Administration Building (CC-50) in Death Valley National Park. The project includes scope of work under solicitation numbers DEVA 248603 to repair wind damage and DEVA 251928 to install the fire suppression system. Drawings and specifications are provided for civil site work, architectural repairs and modifications, mechanical HVAC and plumbing systems, electrical lighting and power, and fire protection sprinklers. Repair of wind damage includes hazardous material inspection and mitigation, removal of temporary roof structures, inspection and repair of adobe walls, and construction of a new roof to match the existing design. Interior repairs include refinishing floors and walls, and replacement of plumbing fixtures and damaged electrical components. Installation of the fire suppression system will include underground utility replacement as needed for the water supply.

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Other files

File	Type	Posted
B08_RFP_140P8121R0016_Amd_1_0001.pdf	PDF	Jun 25, 2021
Sol_140P8121R0016_Amd_0001.pdf	PDF	Jun 25, 2021
Lead_Hazard_Evaluation.pdf	PDF	Jun 25, 2021
B08_1442140P8121R0016.pdf	PDF	Jun 25, 2021
DEVA_CowCreek_CC50_Existing_Condition_Photos.pdf	PDF	Jun 25, 2021
B08_SOW_Specifications.pdf	PDF	Jun 25, 2021
B08_RFP_140P8121R0016_Final_.pdf	PDF	Jun 25, 2021
DEVA_CowCreek_CC50_100__Final_CD_Structural_Calcs_2020-07-27.pdf	PDF	Jun 25, 2021
B08_Construction_Invoice_NPS_302-2_(Invoice_Payment_Request).docx	DOCX document	Jun 25, 2021
B08_Release_of_Claims.pdf	PDF	Jun 25, 2021
B03_WD_Inyo_County_CA.pdf	PDF	Jun 25, 2021
Sol_140P8121R0016.pdf	PDF	Jun 25, 2021
Asbestos___Lead_Rpt_-_Cow_Creek__Bldg__CC-50.pdf	PDF	Jun 25, 2021

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SAN BERNARDINO COUNTY

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INYO COUNTY

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TRONA

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(22 MILES)

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CALIFORNIA

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RIDGECREST,

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INYO COUNTY

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NYE COUNTY

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ONE WAY

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CREEK V.C.

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FURNACE

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WELLS VILLAGE

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STOVEPIPE

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SPRINGS

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PANAMINT

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BORAX

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MUSEUM

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CALIFORNIA

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NEVADA

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COUNTY

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ESMERALDA

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SPRING

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MESQUITE

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CASTLE

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SCOTTYS

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NEVADA

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(92 MILES)

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BEATTY

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TONOPAH,

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BAKER,

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(56 MILES)

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CALIFORNIA

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SAN BERNARDINO COUNTY

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INYO COUNTY

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SHOSHONE

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JUNCTION

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VALLEY

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DEATH

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CALIFORNIA

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NEVADA

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STATELINE

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(86 MILES)

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LAS VEGAS,

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LATHROP

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WELLS

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NEVADA

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NATIONAL

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SHOSHONE

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BARSTOW

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RIDGECREST

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PARK

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BAKER

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CALIFORNIA

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NEVADA

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CALIFORNIA

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BEATTY

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VALLEY

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DEATH

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JUNCTION

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VALLEY

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DEATH

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SPRINGS

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INDIAN

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NEVADA

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LAS

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VEGAS

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SCALE OF MILES

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SCALE OF KILOMETERS

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BASIC DATA:

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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AutoCAD SHX Text 248603 & 251928

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COW CREEK

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INYO

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CALIFORNIA

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100% FINAL CD SUBMITTAL

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PROJECT NO. DEVA 248603 / 251928

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TITLE OF DRAWING

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UNITED STATES

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DEPARTMENT OF THE INTERIOR

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COUNTY

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REGION

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DENVER SERVICE CENTER

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NATIONAL PARK SERVICE

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STATE

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LOCATION WITHIN PARK

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NAME OF PARK

AutoCAD SHX Text A/E FIRMS ARCHITECT: ARCHITECTURAL RESOURCES GROUP PIER 9, THE EMBARCADERO SAN FRANCISCO, CA 94111 415-421-1680 CIVIL ENGINEER: PROVOST & PRITCHARD 286 W. CROMWELL AVENUE FRESNO, CA 93711 559-449-2700 STRUCTURAL ENGINEER: SOHA ENGINEERS 48 COLIN P. KELLY STREET SAN FRANCISCO, CA 94107 415-989-9900 MEP ENGINEER: INTERFACE 135 MAIN STREET, SUITE 400 SAN FRANCISCO, CA 94105 415-489-7240 FIRE PROTECTION ENGINEER: HERITAGE FIRE PROTECTION P.O. BOX 895 MIDDLEBURY, VT 05753 802-388-1064

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DEATH VALLEY NATIONAL PARK

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AIRPORT

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PICNIC AREA

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TELEPHONE

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FOOD SERVICE

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CAMPGROUND

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GASOLINE

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STORE

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LODGING

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AMPHITHEATER

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INFORMATION CENTER

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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RIVER OR CREEK

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HQ.

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4-WHEEL DRIVE ROAD

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STATE LINE

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UNPAVED ROAD

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COUNTY LINE

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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CALIFORNIA & NEVADA

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SCALE OF MILES

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DEATH VALLEY NATIONAL PARK

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PACIFIC WEST

AutoCAD SHX Text USGS TOPO MAP; PARK MINI FOLDER 1991; COVER SHEET REVISED & REDRAWN 8/94. UPDATED 11/98. SGS.

AutoCAD SHX Text 8/6/2020 5:38 PM R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\G1 Cover.dwg R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\G1 Cover.dwgZ:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\G1 Cover.dwg

AutoCAD SHX Text REPAIR WIND DAMAGE AND INSTALL FIRE SUPPRESSION SYSTEM IN COW CREEK ADMIN. BLDG. (CC-50)

THIS PROJECT

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FENCE EXISTING BUILDING EXISTING SHADE STRUCTURE

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(E) 6' CONC. BLK. WALL

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(E) PAVED ROAD

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(E) PAVED ROAD

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(E) ASPHALT PAVING

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(E) COVERED PARKING

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1. BUILDINGS AND AREA TO REMAIN IN USE BY N.P.S. BUILDINGS AND AREA TO REMAIN IN USE BY N.P.S. 2. THIS PLAN IS THE OVERALL "SCOPE OF WORK" AND SITE THIS PLAN IS THE OVERALL "SCOPE OF WORK" AND SITE LOCATION PLAN, SEE CIVIL DRAWINGS FOR MORE SITE WORK INFORMATION.

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(E) COVERED PARKING

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(E) CC-57 STORAGE

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(E) CC-345 CURATORIAL

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(E) CC-316 ADMIN. BLDG.

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(E) CC-348 AUTOSHOP

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(E) CC-54 TRADESHOPS

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(E) BLDG. CC-52

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(E) CC-51 STORAGE

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(E) CC-62 STORAGE

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(E) CC-118 CURATORIAL

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(E) CC-55 STORAGE

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(E) CC-50 ADMIN

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AREA OF WORK

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(E) COVERED PARKING

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(E) FUEL STATION

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STAGING AREA

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GENERAL

AutoCAD SHX Text 1 G1 COVER, LOCATION & VICINITY MAPS G1 COVER, LOCATION & VICINITY MAPS COVER, LOCATION & VICINITY MAPS 2 G2 INDEX, SITE PLAN AND PROJECT DATA G2 INDEX, SITE PLAN AND PROJECT DATA INDEX, SITE PLAN AND PROJECT DATA 3 C1 UTILITY PLAN C1 UTILITY PLAN UTILITY PLAN 4 C2 DRAINAGE PLAN C2 DRAINAGE PLAN DRAINAGE PLAN 5 A1 ABBREVIATIONS, NOTES & SYMBOLS A1 ABBREVIATIONS, NOTES & SYMBOLS ABBREVIATIONS, NOTES & SYMBOLS 6 A2 DEMO PLAN & NEW FLOOR PLAN A2 DEMO PLAN & NEW FLOOR PLAN DEMO PLAN & NEW FLOOR PLAN 7 A3 REFLECTED CEILING PLAN & ROOF PLAN A3 REFLECTED CEILING PLAN & ROOF PLAN REFLECTED CEILING PLAN & ROOF PLAN 8 A4 BUILDING ELEVATIONS A4 BUILDING ELEVATIONS BUILDING ELEVATIONS 9 A5 BUILDING SECTION AND EXTERIOR DETAILS A5 BUILDING SECTION AND EXTERIOR DETAILS BUILDING SECTION AND EXTERIOR DETAILS 10 A6 SCHEDULES A6 SCHEDULES SCHEDULES 11 S0.1 GENERAL NOTES S0.1 GENERAL NOTES GENERAL NOTES 12 S2.1 EXISTING CONDITIONS PLANS S2.1 EXISTING CONDITIONS PLANS EXISTING CONDITIONS PLANS 13 S2.2 ROOF FRAMING REPAIR PLAN S2.2 ROOF FRAMING REPAIR PLAN ROOF FRAMING REPAIR PLAN 14 S3.1 EXISTING CONDITIONS SECTIONS & ELEVATION S3.1 EXISTING CONDITIONS SECTIONS & ELEVATION EXISTING CONDITIONS SECTIONS & ELEVATION 15 S3.2 ROOF FRAMING SECTIONS S3.2 ROOF FRAMING SECTIONS ROOF FRAMING SECTIONS 16 S3.3 GABLE END WALLS S3.3 GABLE END WALLS GABLE END WALLS 17 S3.4 GABLE END WALLS S3.4 GABLE END WALLS GABLE END WALLS 18 S4.1 DETAILS S4.1 DETAILS DETAILS 19 MP0.1 SYMBOLS LIST & GENERAL NOTES MP0.1 SYMBOLS LIST & GENERAL NOTES SYMBOLS LIST & GENERAL NOTES 20 MP0.2 SCHEDULES - MECHANICAL MP0.2 SCHEDULES - MECHANICAL SCHEDULES - MECHANICAL 21 MP0.3 SCHEDULES - MECHANICAL MP0.3 SCHEDULES - MECHANICAL SCHEDULES - MECHANICAL 22 MP2.0 NEW FLOOR PLAN - MECHANICAL MP2.0 NEW FLOOR PLAN - MECHANICAL NEW FLOOR PLAN - MECHANICAL 23 MP6.0 DETAILS - MECHANICAL MP6.0 DETAILS - MECHANICAL DETAILS - MECHANICAL 24 MP6.1 DETAILS - MECHANICAL MP6.1 DETAILS - MECHANICAL DETAILS - MECHANICAL 25 E0.1 SYMBOLS LIST, GENERAL NOTES - ELECTRICAL E0.1 SYMBOLS LIST, GENERAL NOTES - ELECTRICAL SYMBOLS LIST, GENERAL NOTES - ELECTRICAL 26 E0.2 LUMINAIRE SCHEDULE E0.2 LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE 27 E2.0 NEW FLOOR PLAN - LIGHTING E2.0 NEW FLOOR PLAN - LIGHTING NEW FLOOR PLAN - LIGHTING 28 E3.0 NEW FLOOR PLAN - POWER & SIGNAL E3.0 NEW FLOOR PLAN - POWER & SIGNAL NEW FLOOR PLAN - POWER & SIGNAL 29 E4.0 PANEL SCHEDULES & DETAILS - ELECTRICAL E4.0 PANEL SCHEDULES & DETAILS - ELECTRICAL PANEL SCHEDULES & DETAILS - ELECTRICAL 30 FA1 FIRE DETECTION AND NOTIFICATION PLAN FA1 FIRE DETECTION AND NOTIFICATION PLAN FIRE DETECTION AND NOTIFICATION PLAN 31 FP1 FIRE SPRINKLER NEW FLOOR PLANFP1 FIRE SPRINKLER NEW FLOOR PLANFIRE SPRINKLER NEW FLOOR PLAN

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MECHANICAL

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ELECTRICAL

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FIRE PROTECTION

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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INDEX, SITE PLAN

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AND PROJECT DATA

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REPAIR WIND DAMAGE AND INSTALL

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AutoCAD SHX Text 152872

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AutoCAD SHX Text 7/27/2020

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FIRE SUPPRESSION SYSTEM IN COW CREEK

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ADMIN. BLDG. CC-50, DEATH VALLEY NP

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DRAWING INDEX

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CIVIL

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ARCHITECTURAL

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STRUCTURAL

AutoCAD SHX Text 8/6/2020 5:36 PM R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\G2 Index_SitePlan_Data.dwg R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\G2 Index_SitePlan_Data.dwgZ:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\G2 Index_SitePlan_Data.dwg

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100%%% FINAL CONSTRUCTION DOCUMENTS

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PROJECT SUMMARY

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PROJECT DATA

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(BASIC CODE CITATIONS ARE FROM IBC 2018)

AutoCAD SHX Text COW CREEK HISTORIC DISTRICT IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES. CC-50 IS A CONTRIBUTING STRUCTURE. THIS PROJECT RESTORES THE HISTORIC COW CREEK CC-50 ADMINISTRATION BUILDING DAMAGED BY MICROBURST WIND IN SEPTEMBER 2017. THE PROJECT INCLUDES DEVA 248603 - "REPAIR WIND DAMAGE" AND DEVA 251928 - "INSTALL FIRE SUPPRESSION SYSTEM" AS DESCRIBED BELOW. "REPAIR WIND DAMAGE" SCOPE OF WORK INCLUDES HISTORIC REPAIR AND MITIGATION WORK AS FOLLOWS: 1. HAZARDOUS MATERIAL INSPECTION AND MITIGATION AS NECESSARY. HAZARDOUS MATERIAL INSPECTION AND MITIGATION AS NECESSARY. 2. REMOVE AND DISPOSE OF EXISTING TEMPORARY ROOF STRUCTURE, REMOVE AND DISPOSE OF EXISTING TEMPORARY ROOF STRUCTURE, WHILE RETAINING ALL EXISTING HISTORIC ROOF STRUCTURE POSSIBLE. 3. INSPECT AND REPAIR THE TOP ADOBE COURSEWORK REQUIRING INSPECT AND REPAIR THE TOP ADOBE COURSEWORK REQUIRING REHABILITATION. 4. CONSTRUCT NEW ROOF TO MATCH EXISTING CONSTRUCTION MATERIALS, CONSTRUCT NEW ROOF TO MATCH EXISTING CONSTRUCTION MATERIALS, TECHNIQUES, AND HISTORIC ARCHITECTURAL CHARACTER, AND EMPLOYING SEISMIC AND WIND LOAD TIE DOWNS. 5. INTERIOR WORK: REFINISH WOOD FLOOR AND GYPSUM BOARD WALLS, INTERIOR WORK: REFINISH WOOD FLOOR AND GYPSUM BOARD WALLS, REMOVE AND REPLACE BATHROOM PLUMBING FIXTURES AND GRAB BAR, REMOVE AND REPLACE ALL HVAC, LIGHT FIXTURES, AND DAMAGED ELECTRICAL WIRING. "INSTALL FIRE SUPPRESSION SYSTEM" SCOPE OF WORK INCLUDES THE FOLLOWING: 1. A FIRE SUPPRESSION SYSTEM WILL BE INSTALLED, WHICH WILL INCLUDE A FIRE SUPPRESSION SYSTEM WILL BE INSTALLED, WHICH WILL INCLUDE REPLACEMENT OF UNDERGROUND UTILITIES AS NECESSARY FOR WATER SUPPLY.

AutoCAD SHX Text CONSTRUCTION TYPE: V-B BUILDING HEIGHT AND AREA: ESTIMATED BUILDING HEIGHT: 18 FEET, 1 STORY (ALLOWABLE - 60 FEET, 3 STORIES) BUILDING AREA - 1,230 S.F. (ALLOWABLE AREA - 9,000) SEPARATION REQUIRED: NONE THE BUILDING IS EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM COMPLYING WITH REQUIREMENTS OF NFPA 72-16. FIRE SEPARATION DISTANCE: EXISTING CONDITION = GREATER THAN 30 FEET (NO LIMIT/NOT REQUIRED). OCCUPANCY GROUP: B - BUSINESS OCCUPANT LOAD AND EXITING: IBC TABLE 1004.5: 851 S.F. SPACE / 150 OCCUPANT LOAD FACTOR = 6 OCCUPANTS 1 EXIT REQUIRED (TABLE 1006.2.1) EXIT ACCESS TRAVEL DISTANCE- COMMON PATH OF TRAVEL: 100 FEET W/ SPRINKLERS (28 FEET PROVIDED) IBC TABLE 1006.2.1 PLUMBING FIXTURES REQUIRED: WATER CLOSETS: MALE/FEMALE: 1 PER 25 FOR THE FIRST 50 LAVATORIES: MALE/FEMALE: 1 PER 40 FOR THE FIRST 80 DRINKING FOUNTAINS AND SERVICE SINKS ARE NOT REQUIRED FOR AN OCCUPANT LOAD OF 15 OR FEWER. THE ARCHITECTURAL BARRIERS ACT DOES NOT REQUIRE AN EXISTING BATHROOM TO BE UPGRADED TO CURRENTS STANDARDS IF IT WAS COMPLIANT WITH ABA WHEN BUILT, AS THE BATHROOM IN CC-50 WAS. FURTHER, THIS PROJECT FITS THE DEFINITION OF ALTERATION AS OPPOSED TO ADDITION, ADVISORY F203.2 EXISTING ELEMENTS STATES THAT ELEMENTS IN COMPLIANCE WITH AN EARLIER STANDARD ISSUED PURSUANT TO THE ARCHITECTURAL BARRIERS ACT OR SECTION 504 OF THE REHABILITATION ACT OF 1973, AS MENDED SHALL NOT BE REQUIRED TO COMPLY WITH THESE REQUIREMENTS UNLESS ALTERED.

AutoCAD SHX Text ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING: 1. INTERNATIONAL BUILDING CODE (2018) INTERNATIONAL BUILDING CODE (2018) 2. INTERNATIONAL EXISTING BUILDING CODE (2018) INTERNATIONAL EXISTING BUILDING CODE (2018) 3. INTERNATIONAL PLUMBING CODE (2018) INTERNATIONAL PLUMBING CODE (2018) 4. INTERNATIONAL MECHANICAL CODE (2018) INTERNATIONAL MECHANICAL CODE (2018) 5. NFPA 70, NATIONAL ELECTRICAL CODE (2017) NFPA 70, NATIONAL ELECTRICAL CODE (2017) 6. INTERNATIONAL FIRE CODE (2018) INTERNATIONAL FIRE CODE (2018) 7. NFPA 72-16 NFPA 72-16 8. UNIFORM / INTERNATIONAL PLUMBING CODE (2018) UNIFORM / INTERNATIONAL PLUMBING CODE (2018) 9. ARCHITECTURAL BARRIERS ACT (2015) ARCHITECTURAL BARRIERS ACT (2015) 10. SECRETARY OF INTERIOR STANDARDS FOR HISTORIC PRESERVATIONSECRETARY OF INTERIOR STANDARDS FOR HISTORIC PRESERVATION

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APPLICABLE CODES AND STANDARDS

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SCALE:

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SITE PLAN

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XA-SITE PLAN

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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ABBREVIATIONS, NOTES

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AND SYMBOLS

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REPAIR WIND DAMAGE AND INSTALL

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AutoCAD SHX Text 152872

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FIRE SUPPRESSION SYSTEM IN COW CREEK

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ADMIN. BLDG. CC-50, DEATH VALLEY, NP

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100%%% FINAL CONSTRUCTION DOCUMENTS

AutoCAD SHX Text & AND AND ANGLE @ AT AT CENTERLINE DIAMETER/ ROUND # POUND OR POUND OR NUMBER PERPENDICULAR ACOUS ACOUSTICAL ACOUSTICAL ACT ACOUSTIC ACOUSTIC CEILING TILE AD AREA DRAIN AREA DRAIN ADJ ADJUSTABLE/ ADJUSTABLE/ ADJACENT AFF ABOVE FINISHED ABOVE FINISHED FLOOR AL ALUMINUM ALUMINUM APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL ARCHITECTURAL ASB ASBESTOS ASBESTOS ASPH ASPHALT ASPHALT ATT ATTACH ATTACH BD BOARD BOARD BITUM BITUMINOUS BITUMINOUS BLDG BUILDING BUILDING BLK BLOCK BLOCK BM BEAM BEAM BOT BOTTOM BOTTOM BUR BUILT-UP BUILT-UP ROOFING CAB CABINET CABINET CB CATCH BASIN CATCH BASIN CEM CEMENT CEMENT CER CERAMIC CERAMIC CG CORNER GUARD CORNER GUARD CI CAST IRON CAST IRON CJ CONTROL JOINT CONTROL JOINT CLG CEILING CEILING CLKG CAULKING CAULKING CLO CLOSET CLOSET CLR CLEAR CLEAR CMU CONCRETE CONCRETE MASONRY UNIT CNTR COUNTER COUNTER CO CLEANOUT OR CLEANOUT OR CONTRACTING OFFICER COL COLUMN COLUMN COMP COMPOSITION COMPOSITION CONC CONCRETE CONCRETE COND CONDITION CONDITION CONN CONNECTION CONNECTION CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONTR CONTRACTOR CONTRACTOR COR CONTRACTING CONTRACTING OFFICER'S REPRESENTATIVE CORR CORRIDOR CORRIDOR CPT CARPET CARPET CT CERAMIC TILE CERAMIC TILE CTG CENTER CENTER CTSK COUNTERSINK COUNTERSINK DBL DOUBLE DOUBLE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DETER DETERIORATED DETERIORATED DF DRINKING DRINKING FOUNTAIN OR DOUGLAS FIR DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DISP DISPENSER DISPENSER DN DOWN DOWN DO DOOR OPENING DOOR OPENING DR DOOR DOOR DS DOWNSPOUT DOWNSPOUT DSP DRY STANDPIPE DRY STANDPIPE DTL DETAIL DETAIL DWG DRAWING DRAWING DWR DRAWER DRAWER E EAST EAST (E) EXISTING EXISTING EA EACH EACH EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY ENCL ENCLOSURE ENCLOSURE EP ELECTRICAL ELECTRICAL PANEL EQ EQUAL EQUAL EQPT EQUIPMENT EQUIPMENT EWC ELECTRICAL ELECTRICAL WATER COOLER EXIST EXISTING EXISTING EXP EXPANSION EXPANSION EXPO EXPOSED EXPOSED EXT EXTERIOR EXTERIOR FA FIRE ALARM FIRE ALARM FB FUSE BOX FUSE BOX FBR BD FIBER BOARD FIBER BOARD FBRGL FIBERGLASS FIBERGLASS FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FE FIRE FIRE EXTINGUISHER FEC FE CABINET FE CABINET FHC FIRE HOSE FIRE HOSE CABINET FIN FINISH FINISH FLR FLOOR FLOOR FLASH FLASHING FLASHING FLUOR FLUORESCENT FLUORESCENT FND FOUNDATION FOUNDATION FO FACE OF FACE OF FOC FACE OF FACE OF CONCRETE FOF FACE OF FINISH FACE OF FINISH FOM FACE OF FACE OF MASONRY FOS FACE OF STUD FACE OF STUD FOW FACE OF WALL FACE OF WALL FP FABRIC PANEL FABRIC PANEL FPRF FIREPROOF FIREPROOF FRP FIBERGLASS FIBERGLASS REINFORCED PANEL FS FULL SIZE FULL SIZE FT FOOT OR FEET FOOT OR FEET FTG FOOTING FOOTING FURR FURRING FURRING FUT FUTURE FUTURE GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GB GRAB BAR GRAB BAR GL GLASS GLASS GLB GLUE LAM BEAM GLUE LAM BEAM GND GROUND GROUND GR GRADE GRADE GSM GALVANIZED GALVANIZED SHEET METAL GYP GYPSUM GYPSUM HB HOSE BIB HOSE BIB HC HOLLOW CORE HOLLOW CORE HDR HEADER HEADER HDWD HARDWOOD HARDWOOD HDWE HARDWARE HARDWARE HGT HEIGHT HEIGHT HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HR HOUR HOUR HGT HEIGHT HEIGHT ID INSIDE DIAMETER INSIDE DIAMETER INSUL INSULATION INSULATION INT INTERIOR INTERIOR JAN JANITOR JANITOR JC JANITOR CLOSET JANITOR CLOSET JT JOINT JOINT KIT KITCHEN KITCHEN LAB LABORATORY LABORATORY LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LB POUND POUND LKR LOCKER LOCKER LN LINOLEUM LINOLEUM LT LIGHT LIGHT MAX MAXIMUM MAXIMUM MB MACHINE BOLT MACHINE BOLT MC MEDICINE MEDICINE CABINET MDF MEDIUM DENSITY MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY MEDIUM DENSITY OVERLAY MECH MECHANICAL MECHANICAL MEMB MEMBRANE MEMBRANE MET METAL METAL MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MIR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS MO MASONRY MASONRY OPENING MTD MOUNTED MOUNTED MUL MULLION MULLION N NORTH NORTH (N) NEW NEW NIC NOT IN NOT IN CONTRACT NOM NOMINAL NOMINAL NTS NOT TO SCALE NOT TO SCALE OA OVERALL OVERALL OBS OBSCURE OBSCURE OC ON CENTER ON CENTER OCC OCCUPANCY OR OCCUPANCY OR OCCUPANT(S) OD OUTSIDE OUTSIDE DIAMETER OFCI OWNER OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER OWNER FURNISHED, OWNER INSTALLED OFF OFFICE OFFICE OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OSB ORIENTED ORIENTED STRAND BOARD PARA PARALLEL PARALLEL PERP PERPENDICULAR PERPENDICULAR PL PLATE PLATE PLAM PLASTIC PLASTIC LAMINATE PLAS PLASTER PLASTER PLYWD PLYWOOD PLYWOOD PR PAIR PAIR PRCST PRECAST PRECAST PT PAINT PAINT PTD PAPER TOWEL PAPER TOWEL DISPENSER PTD/R COMBINATION COMBINATION PAPER TOWEL DISPENSER/ RECEPTACLE PTN PARTITION PARTITION PTR PAPER TOWEL PAPER TOWEL RECEPTACLE QT QUARRY TILE QUARRY TILE R RISER RISER (R) REMOVE REMOVE RAD RADIUS RADIUS RB RUBBER BASE RUBBER BASE RD ROOF DRAIN ROOF DRAIN REC RECESSED RECESSED REF REFERENCE REFERENCE REFG REFRIGERATOR REFRIGERATOR REHAB REHABILITATE REHABILITATE REINF REINFORCED REINFORCED REP REPAIR REPAIR REQ REQUIRED REQUIRED RESIL RESILIENT RESILIENT RES RESTORE RESTORE RF REFINISH REFINISH RGTR REGISTER REGISTER FL ROOF LEADER ROOF LEADER RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING RWD REDWOOD REDWOOD RWL RAIN WATER RAIN WATER LEADER S SOUTH SOUTH SALV SALVAGE SALVAGE SC SOLID CORE SOLID CORE SCD SEAT COVER SEAT COVER DISPENSER SCHED SCHEDULE SCHEDULE SD SOAP SOAP DISPENSER SECT SECTION SECTION SH SHELF SHELF SHR SHOWER SHOWER SHT SHEET SHEET SHTHG SHEATHING SHEATHING SIM SIMILAR SIMILAR SLD SEE LANDSCAPE SEE LANDSCAPE DRAWINGS SLR SEALER SEALER SMD SEE MECHANICAL SEE MECHANICAL DRAWINGS SND SANITARY SANITARY NAPKIN DISPENSER SNR SANITARY SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE SSD SEE STRUCTURAL SEE STRUCTURAL DRAWINGS SSK SERVICE SINK SERVICE SINK SST STAINLESS STEEL STAINLESS STEEL STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STOR STORAGE STORAGE STRUC STRUCTURAL STRUCTURAL SUSP SUSPENDED SUSPENDED SV SHEET VINYL SHEET VINYL SYM SYMMETRICAL SYMMETRICAL T TREAD TREAD TB TOWEL BAR TOWEL BAR TCA TILE COUNCIL OF TILE COUNCIL OF AMERICA TEL TELEPHONE TELEPHONE TER TERRAZZO TERRAZZO T&G TONGUE & TONGUE & GROOVE THK THICK THICK TO TOP OF TOP OF TOC TOP OF CURB TOP OF CURB TOP TOP OF PAVING TOP OF PAVING TOW TOP OF WALL TOP OF WALL TPD TOILET PAPER TOILET PAPER DISPENSER TR TRASH TRASH RECEPTACLE TRD TREAD TREAD TV TELEVISION TELEVISION TYP TYPICAL TYPICAL UNF UNFINISHED UNFINISHED UON UNLESS UNLESS OTHERWISE NOTED UR URINAL URINAL VCT VINYL VINYL COMPOSITION TILE VERT VERTICAL VERTICAL VEST VESTIBULE VESTIBULE VIF VERIFY IN FIELD VERIFY IN FIELD VP VENEER VENEER PLASTER VTR VENT THROUGH VENT THROUGH ROOF VW VINYL VINYL WALLCOVERING W WEST WEST W/ WITH WITH WC WATER CLOSET WATER CLOSET WCV WALLCOVERING WALLCOVERING WD WOOD WOOD WO WHERE OCCURS WHERE OCCURS W/O WITHOUT WITHOUT WP WATERPROOF WATERPROOF WSCT WAINSCOT WAINSCOT WT WEIGHT WEIGHT

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ABBREVIATIONS

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1. CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS INDICATED ON THE DRAWINGS. NOTIFY CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS INDICATED ON THE DRAWINGS. NOTIFY THE CO IMMEDIATELY OF VARIATIONS OR DISCREPANCIES. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE VARIATIONS OR DISCREPANCIES ARE RESOLVED BY THE CO. 2. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON DRAWINGS SHALL BE DONE IN ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON DRAWINGS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. USE METHODS AS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF ALL PREVAILING LAWS AND CODES. 3. DO NOT SCALE DRAWINGS: USE DIMENSIONS SHOWN. ALL DIMENSIONS SHALL BE VERIFIED IN THE DO NOT SCALE DRAWINGS: USE DIMENSIONS SHOWN. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. DIMENSIONS SHOWN ARE TO FACE OF (E) FINISH. U.O.N. DIMENSIONS OF (E) CONDITIONS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. WHERE NO DIMENSION IS PROVIDED CONSULT WITH THE CO FOR CLARIFICATION BEFORE PROCEEDING WITH AFFECTED WORK. 4. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF PEOPLE AND PROPERTY. ARCHITECT & CO SITE VISITS ARE NOT INTENDED TO REVIEW THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 5. INSTALL MANUFACTURED MATERIALS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND INSTALL MANUFACTURED MATERIALS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, UNLESS OTHERWISE INSTRUCTED. 6. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE ARCHITECT AND CO. 7. APPLICATION OF FINISH: SURFACES PREVIOUSLY PREPARED OR INSTALLED BY ANOTHER TRADE APPLICATION OF FINISH: SURFACES PREVIOUSLY PREPARED OR INSTALLED BY ANOTHER TRADE SHALL BE INSPECTED CAREFULLY BY THE CONTRACTOR BEFORE APPLYING SUBSEQUENT MATERIALS OR FINISHES. IF SURFACES ARE NOT ACCEPTABLE, THE ARCHITECT AND CO SHALL BE NOTIFIED IMMEDIATELY IN ORDER THAT CORRECTIONS MAY BE MADE. APPLICATIONS OF FINISHES WILL BE CONSTRUED AS ACCEPTANCE OF RESPONSIBILITY BY THE SUBCONTRACTOR FOR THE BASE UPON WHICH IT IS APPLIED. 8. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. RESPONSIBILITY FOR ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, NOTES AND DETAILS CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE CO AND RESOLVED BEFORE PROCEEDING WITH WORK. 10. DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY CALLED OUT OR NOT. 11. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE CO FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED ON THE SUBMITTAL THAT SPECIFIC CHANGES ARE BEING REQUESTED WITH THE PHRASE "REQUESTED CHANGE". 12. FINAL AS BUILT RECORD DOCUMENTS SHOWING ALL REVISIONS INCORPORATED DURING FINAL AS BUILT RECORD DOCUMENTS SHOWING ALL REVISIONS INCORPORATED DURING CONSTRUCTION, SHALL BE SUBMITTED TO THE CO PRIOR TO PROJECT CLOSE-OUT. 13. THROUGHOUT THE CONSTRUCTION DOCUMENTS, ITEMS THAT ARE EXISTING ARE INDICATED AS THROUGHOUT THE CONSTRUCTION DOCUMENTS, ITEMS THAT ARE EXISTING ARE INDICATED AS "EXISTING" OR "(E)", ITEMS WITHOUT THIS INDICATION ARE NEW CONSTRUCTION. WHERE REQUIRED FOR PURPOSES OF CLARITY, SOME ITEMS MAY BE INDICATED AS "NEW" OR "(N)".

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GENERAL NOTES

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SHEET WHERE SECTION OCCURS

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SECTION NUMBER

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SHEET WHERE DETAIL OCCURS

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DETAIL NUMBER

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NEW CONSTRUCTION

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SHEET WHERE ELEVATION DETAIL OCCURS

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ELEVATION DETAIL NUMBER

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EXISTING CONSTRUCTION TO BE REMOVED

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SHEET NOTE SYMBOL

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SHEET NOTE NUMBER

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ALIGN SURFACES

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CLOSET

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ROOM NAME

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ROOM NUMBER

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DOOR SYMBOL

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DOOR NUMBER

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SECTION SYMBOL

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DETAIL SYMBOL

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EXTERIOR ELEVATION DETAIL SYMBOL

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SYMBOL LEGEND

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REQUIRED CLEARANCE AREA

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EXISTING CONSTRUCTION TO REMAIN

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1 HR FIRE RATED PARTITION

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WINDOW NUMBER

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AutoCAD SHX Text A. ARCHITECTURAL RESOURCES GROUP ASSUMES NO RESPONSIBILITY FOR THE MANAGEMENT OF ARCHITECTURAL RESOURCES GROUP ASSUMES NO RESPONSIBILITY FOR THE MANAGEMENT OF HAZARDOUS MATERIALS THAT MAY BE ON THIS SITE. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT PERSONNEL WITHIN THE WORK AREA THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT PERSONNEL WITHIN THE WORK AREA ARE PROTECTED FROM EXPOSURE TO ANY HAZARDOUS MATERIALS ENCOUNTERED. IF MATERIALS ARE DISCOVERED THAT MAY BE HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND CEASE WORK UNTIL CONDITIONS CAN BE MAINTAINED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

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HAZARDOUS MATERIALS

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AutoCAD SHX Text WHEN MORE THAN ONE BLOCK IS USED FOR A SINGLE DETAIL, THE NUMBER OF THE LOWEST NUMBERED BLOCK IS USED, THUS DETAIL NUMBERS ARE ALWAYS IN THE SAME LOCATION ON THE SHEET.

AutoCAD SHX Text THE NUMBERING SYSTEM USED FOR DETAILS ON THE ARCHITECTURAL DRAWINGS IS AS SHOWN IN THE FOLLOWING DIAGRAM.

DETAIL NUMBERING

BATHROOM

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OFFICE

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MECH

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NEW FLOOR PLAN

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DEMOLITION PLAN

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MECH

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NEW FLOOR PLAN

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FIRE SUPPRESSION SYSTEM IN COW CREEK

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ADMIN. BLDG. CC-50, DEATH VALLEY NP

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100%%% FINAL CONSTRUCTION DOCUMENTS

AutoCAD SHX Text GENERAL DEMO NOTES 1. REMOVE REMAINING SUSPENDED CEILING, FLUORESCENT REMOVE REMAINING SUSPENDED CEILING, FLUORESCENT LIGHT FIXTURES, HVAC DUCTS AND DIFFUSERS. 2. REMOVE DAMAGED GYPSUM BOARD.REMOVE DAMAGED GYPSUM BOARD.

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AutoCAD SHX Text DEMO PLAN KEY NOTES 1. REMOVE LAVATORY, TOILET AND GRAB BAR. REMOVE LAVATORY, TOILET AND GRAB BAR. 2. REMOVE DOOR(S), SALVAGE FOR OWNER. REMOVE DOOR(S), SALVAGE FOR OWNER. 3. ALL ALONG THE EAST AND WEST WALLS, REMOVE THE ALL ALONG THE EAST AND WEST WALLS, REMOVE THE TOP ONE FOOT OF GYPSUM BOARD. PERPENDICULAR WALLS AT OFFICES AND BATHROOM ARE TO REMAIN INTACT IF NOT CURRENTLY DAMAGED. 4. REMOVE FLOORING, CLEAN SUBSTRATE. WOOD WALL REMOVE FLOORING, CLEAN SUBSTRATE. WOOD WALL BASE TO REMAIN IN PLACE, OR IF REMOVED, SALVAGE INTACT FOR RE-INSTALLATION.

AutoCAD SHX Text NEW FLOOR PLAN KEY NOTES 1. (N) ACCESSIBLE LAVATORY, TOILET AND GRAB BARS. (N) ACCESSIBLE LAVATORY, TOILET AND GRAB BARS. 2. (N) GYPSUM BOARD TO BE TEXTURED TO MATCH (E). PAINT. (N) GYPSUM BOARD TO BE TEXTURED TO MATCH (E). PAINT. 3. (N) MIRROR, PAPER TOWEL DISPENSER, TOILET PAPER (N) MIRROR, PAPER TOWEL DISPENSER, TOILET PAPER HOLDER, SOAP DISPENSER AND HAND SANITIZER DISPENSER. SEE MOUNTING HEIGHTS ON A6 SCHEDULES. 4. (N) GYPSUM BOARD TO EXTEND 3" MINIMUM ABOVE BOTTOM (N) GYPSUM BOARD TO EXTEND 3" MINIMUM ABOVE BOTTOM OF LAY-IN CEILING. NOTE: (E) EXTENDS 1".

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GENERAL NEW FLOOR PLAN NOTES 1. REMOVE REMAINING SUSPENDED CEILING, FLUORESCENT REMOVE REMAINING SUSPENDED CEILING, FLUORESCENT LIGHT FIXTURES, HVAC DUCTS AND DIFFUSERS. 2. REMOVE DAMAGED GYPSUM BOARD. REMOVE DAMAGED GYPSUM BOARD. 5. NOTE: TYPICAL (E) EXTERIOR WALL THICKNESS = 28" NOTE: TYPICAL (E) EXTERIOR WALL THICKNESS = 28" WITH GYP. BD. AND FRAMING.

BATHROOM

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OFFICE

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MECH

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REFLECTED CEILING PLAN

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XA-PLAN

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ROOF PLAN

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XA-ROOF

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(E) SLOPE 12:3 1/2

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(E) SLOPE 12:3 1/2

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TYP

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DATE:

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PMIS

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TITLE OF SHEET

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REFLECTED CEILING PLAN

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& ROOF PLAN

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REPAIR WIND DAMAGE AND INSTALL

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FIRE SUPPRESSION SYSTEM IN COW CREEK

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ADMIN. BLDG. CC-50, DEATH VALLEY NP

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100%%% FINAL CONSTRUCTION DOCUMENTS

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SCALE OF FEET

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AutoCAD SHX Text GENERAL ROOF NOTES 1. REFER TO STRUCTURAL DRAWINGS. REFER TO STRUCTURAL DRAWINGS. 2. REMOVE TEMPORARY ROOF STRUCTURE, INCLUDING REMOVE TEMPORARY ROOF STRUCTURE, INCLUDING STICK-FRAME CONSTRUCTION, TARPAPER, METAL SHEET ROOFING, AND ALL PLYWOOD SHEATHING. 3. REMOVE REMAINDER OF (E) METAL ROOFING, AND REMOVE REMAINDER OF (E) METAL ROOFING, AND PLYWOOD SHEATHING. HISTORIC 1x6 T&G SHEATHING IS TO REMAIN OR BE RE-INSTALLED. SEE KEYNOTE 3. 4. MATCH DIMENSIONS AND DETAIL OF NEW ROOF MATCH DIMENSIONS AND DETAIL OF NEW ROOF OVERHANG AT SOUTH GABLE TO UNDAMAGED NORTH OVERHANG.

AutoCAD SHX Text REFLECTED CEILING PLAN KEY NOTES 1. (N) ACOUSTICAL LAY-IN CEIING AT 9'-0" A.F.F.(N) ACOUSTICAL LAY-IN CEIING AT 9'-0" A.F.F.

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AutoCAD SHX Text GENERAL CEILING NOTES 1. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING REFER TO ELECTRICAL DRAWINGS FOR LIGHTING INFORMATION. 2. REFER TO SHEET A5 FOR SUSPENDED CEILING DETAILSREFER TO SHEET A5 FOR SUSPENDED CEILING DETAILS

AutoCAD SHX Text ROOF PLAN KEY NOTES 1. AREA OF MAJORITY OF ROOF DAMAGE. AREA OF MAJORITY OF ROOF DAMAGE. 2. REPLACE MISSING 1x6 T&G SHEATHING (BOTTOM LAYER) TO REPLACE MISSING 1x6 T&G SHEATHING (BOTTOM LAYER) TO MATCH EXISTING HISTORIC SHEATHING STILL REMAINING. (SSD). 3. EXISTING HISTORIC 1x6 T&G SHEATHING (BOTTOM LAYER) IS TO EXISTING HISTORIC 1x6 T&G SHEATHING (BOTTOM LAYER) IS TO REMAIN EXCEPT FOR THE FOLLOWING WORK: IN ORDER TO FACILITATE THE INSTALLATION OF A NEW BOND BEAM AT THE RAKES, AS WELL AS ANCHORS AND BLOCKING AT THE SIDE WALLS, THE EXISTING 1x6 T&G SHEATHING IS TO BE REMOVED FROM THE PERIMETER. AT THE NORTH END, THIS SHEATHING IS TO BE CUT ALONG THE LONGITUDINAL CENTER LINE OF THE RAFTER PAIR LOCATED TWO FEET FROM THE INSIDE FACE OF THE NORTH WALL. ALL EXISTING 1x6 T&G SHEATHING THAT IS REMOVED IS TO BE MARKED BY LOCATION AND REINSTALLED. 4. NEW GUTTER WITH DOWNSPOUT AT SOUTH END. NEW GUTTER WITH DOWNSPOUT AT SOUTH END. 5. (E) BUILDING LINE BELOW. (E) BUILDING LINE BELOW. 6. (N) CORRUGATED ROOFING.(N) CORRUGATED ROOFING.

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LEGEND

2X2 LED LAY-IN LIGHT FIXTURE 2X4 LED LAY-N LIGHT FIXTURE ROUND RECESSED LED DOWNLIGHT EXIT SIGN EXHAUST FAN SUPPLY REGISTER 2X2 LAY-IN CEILING GRID SPRINKLER HEAD

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NPS WAREHOUSE

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BUILDING

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ELEVATIONS

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FIRE SUPPRESSION SYSTEM IN COW CREEK

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ADMIN. BLDG. CC-50, DEATH VALLEY NP

AutoCAD SHX Text 248603 & 251928

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AutoCAD SHX Text 8/6/2020 5:33 PM R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\A4 Bldg Elevs.dwg R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\A4 Bldg Elevs.dwgZ:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\A4 Bldg Elevs.dwg

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AutoCAD SHX Text GENERAL ELEVATION NOTES 1. PROTECT FROM DAMAGE ALL SURFACES AND ELEMENTS PROTECT FROM DAMAGE ALL SURFACES AND ELEMENTS THAT ARE TO REMAIN. 2. TYPICAL (E) ADOBE BRICK SIZE IS APPROXIMATELY 4" TYPICAL (E) ADOBE BRICK SIZE IS APPROXIMATELY 4" TALL x 16" LONG x 7-1/2" DEEP. CONSULT WITH C.O. FOR ANY AVAILABLE STOCK.

AutoCAD SHX Text ELEVATION KEY NOTES 1. (E) CONDENSER TO REMAIN. (E) CONDENSER TO REMAIN. 2. PARGE THE TWO PRONOUNCED GROOVES IN ADOBE ON EAST PARGE THE TWO PRONOUNCED GROOVES IN ADOBE ON EAST AND WEST FACADES. 3. 6" HALF-ROUND GUTTER. 6" HALF-ROUND GUTTER. 4. 3" ROUND DOWNSPOUT. 3" ROUND DOWNSPOUT. 5. (E) ELECTRICAL AND COMMUNICATIOINS SERVICE (E) ELECTRICAL AND COMMUNICATIOINS SERVICE CONNECTION. 6. FIRE RISER (SFD). FIRE RISER (SFD). 7. REPAIR OR REPLACE ADOBE BLOCKS THAT ARE DAMAGED REPAIR OR REPLACE ADOBE BLOCKS THAT ARE DAMAGED OR MISSING AT THE ROOF LINE. 8. (E) VENTS TO REMAIN. DO NOT BLOCK. (E) VENTS TO REMAIN. DO NOT BLOCK. 9. (E) CLAY TILE ROOF VENT TO REMAIN. PROTECT FROM (E) CLAY TILE ROOF VENT TO REMAIN. PROTECT FROM DAMAGE. 10. (E) PERIMETER BLOCK WALL TO REMAIN. (E) PERIMETER BLOCK WALL TO REMAIN. 11. PAINT (N) AND (E) EXPOSED WOOD, INCLUDING BUT NOT PAINT (N) AND (E) EXPOSED WOOD, INCLUDING BUT NOT LIMITED TO WINDOWS, DOORS, LINTELS, RAKES, RAKE SUPPORTS, AND RAFTER TAILS WITH BLOCKING BETWEEN. 12. CORRUGATED ROOFING.CORRUGATED ROOFING.

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INSTALL SCREEN UNDER BOTTOM CHORDS TO SUPPORT BATT INSULATION

AutoCAD SHX Text REMOVE GYP BD WHERE DAMAGED OR REMOVED FOR STRUCTURAL WORK, SSD. REPLACE WITH NEW. FINISH AS SCHEDULED.

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MECHANICAL DUCTS

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EAVE DETAIL

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CORRUGATED METAL ROOFING

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(N) OR (E) 1X6 OR (E) 1X6 SHEATHING

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SHAPED BLOCK W/ VENTILATION HOLES

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REPLACE (E) WD BLOCK WHERE MISSING. REINSTALL WHERE LOOSE OR AJAR

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SUSPENDED CEILING

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GSM FLASHING

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(E) CONC BOND BEAM

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6" HALF ROUND GUTTER

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(N) OR (E) OR (E) RAFTER

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REPLACE ADOBE BLOCKS WHERE MISSING OR DAMAGED

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(N) PLYWOODPLYWOOD

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3" ROUND DS

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(N) BATT INSULATION W/ BATT INSULATION W/ WIRE MESH SUPPORT BELOW

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(N) OR (E) 1X6 SHTHG OR (E) 1X6 SHTHG

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(N) OR (E) ROOF OR (E) ROOF RAFTERS

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CORRUGATED METAL ROOFING

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PREFORMED METAL RIDGE CAP

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50# ASPHALT SATURATED FELT UNDERLAYMENT

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(N) OR (E) RIDGE OR (E) RIDGE

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CORRUGATED ETHAFOAM CLOSURE STRIP

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RIDGE DETAIL

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GUTTER AT EAVE

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22 GAUGE CORRUGATED METAL ROOFING

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50# ASPHALT SATURATED FELT UNDERLAY

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(N) " PLYWOOD SHEATHING12" PLYWOOD SHEATHING

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(N) OR (E) RAFTER OR (E) RAFTER

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GSM EDGE FLASHING

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HALF ROUND GUTTER

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CONTINUOUS SHAPED STEEL CLOSURE STRIP

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GUTTER HANGER

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STRAP HANGER

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(N) OR (E) 1X6 SHEATHING OR (E) 1X6 SHEATHING

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(N) " PLYWOOD SHEATHING12" PLYWOOD SHEATHING

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(N) SLIP SHEET

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(N) SLIP SHEETSLIP SHEET

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(N) OR (E) END OR (E) END WOOD BEAM

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COMPRESSION STRUT - FLATTEN AND FASTEN END TO SIDE OF STRUCTURE

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45%%D%% TYP

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ACOUSTICAL PANEL

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CONT. STEEL ANGLE, FASTEN TO EACH STUD W/ SMS FASTEN TO EACH RUNNER

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GYP. BD.

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RUNNER

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HANGER/BRACING WIRES

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CHANNEL, ANCHOR TO STUDS W/ SMS EA STUD TYP. WIRE TIE TO WRAP AROUND CHANNEL.

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COMPRESSION STRUT ATTACHMENT

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SCREW EYE

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BRACING WIRE

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CEILING JOIST OR BLOCKING

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SPLAYED SEISMIC BRACING WIRE ATTACHMENT

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SUSPENDED CEILING CONNECTION AT STRUCTURE

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CORRUGATED ETHAFOAM CLOSURE STRIP

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GUTTER GUARD

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HANGER WIRES PER MANUFACTURER'S INSTRUCTIONS

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RUNNER

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ACOUSTIC TILE CEILING

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RECESSED DOWNLIGHT

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BRACING WIRE, LOCATE BRACE WIRES FROM CROSS RUNNERS

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COMPRESSSION STRUTS SEE

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MAIN TEE RUNNER

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CROSS TEE RUNNER

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45° MAX TYP

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HANGER WIRE

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DIAGRAMATIC ISOMETRIC

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COMPRESSION STRUT WIRE BRACING

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MAIN RUNNER

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CROSS RUNNER

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HANGER WIRE

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FACE OF WALL, TYP.

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RECESSED LIGHT FIXTURE

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SUSPENDED LAY-IN CEILING NOTES

AutoCAD SHX Text GENERAL: SUSPENSION LAY-IN CEILING SYSTEMS SHALL BE DESIGN-BUILD BY CONTRACTOR AND CONSTRUCTED IN ACCORDANCE WITH PROVISIONS SUSPENSION LAY-IN CEILING SYSTEMS SHALL BE DESIGN-BUILD BY CONTRACTOR AND CONSTRUCTED IN ACCORDANCE WITH PROVISIONS OF THE IBC, 2015 AND ASTM C636/C 636M. CONSTRUCTION NOTES: PROVIDE HANGER WIRES ALONG MAIN RUNNERS. PROVIDE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS, AT THE PERIMETER OF THE CEILING AREA. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREA. HANGER WIRES THAT ARE OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. SEPARATE ALL CEILING BRACING WIRES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. LATERAL SYSTEM PROVIDE SETS OF SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER. PROVIDE BRACING WIRES AT LOCATIONS FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT PERMITTED. FASTEN HANGER AND BRACING WIRES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. LIGHT FIXTURE AND MECHANICAL SUPPORT ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID SYSTEM POSITIVELY. ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE.

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SUSPENDED ACOUSTICAL TILE CELING

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS

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SHEET

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TITLE OF SHEET

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BUILDING SECTION AND

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EXTERIOR DETAILS

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REPAIR WIND DAMAGE AND INSTALL

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AutoCAD SHX Text 7/27/2020

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FIRE SUPPRESSION SYSTEM IN COW CREEK

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ADMIN. BLDG. CC-50, DEATH VALLEY NP

AutoCAD SHX Text 248603 & 251928

AutoCAD SHX Text A5

AutoCAD SHX Text 8/6/2020 5:34 PM R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\A5 Sect-ExtDtls.dwg R21 Z:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\A5 Sect-ExtDtls.dwgZ:\Projects\15_PROJ\15061.55 DEVA Cow Creek Admin Bldg CC50\13_drawings\06_Construction_Docs\100% CD with stamps-signatures\Arch\A5 Sect-ExtDtls.dwg

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A5 http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com…

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File details come from the government source that posted it. Updated Jun 25, 2021.