Att 03_140P8420R0001_Construction Drawings.pdf

PDF 8 MB Posted Feb 3, 2020

Attached to: Re-Roof and Paint the Lighthouse Apts, NPS-PORE
Solicitation number: 140P8420R0001
Issued by: Department of the Interior National Park Service Pacific West Region

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Written by GovTribe AI · Dec 27, 2023

This package includes construction drawings and specifications for replacing the roof and repairing the exterior envelope of the Lighthouse Apartments located within Point Reyes National Seashore in Marin County, California. The work includes removing the existing roofing and replacing it with a new roof system, repairing and painting exterior wood siding and trim, replacing windows, doors and flashing, and installing a new fall protection system on the roof. The drawings show demolition plans, new construction details, exterior elevations, roof details and a personal fall arrest system roof plan. Specification sections address demolition, metal work, flashing and sheet metal, insulation and waterproofing. The solicitation is for the National Park Service Pacific West Region to complete repairs to federally owned employee housing.

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Other files

File	Type	Posted
Sol_140P8420R0001_Amd_0002.pdf	PDF	Mar 12, 2020
Sol_140P8420R0001_Amd_0001.pdf	PDF	Mar 2, 2020
Att 12_140P8420R0001_Site Visit Notes-Q-A_0001.pdf	PDF	Mar 2, 2020
Att 11_140P8420R0001_Site Visit Sign In Sheet_0001.pdf	PDF	Mar 2, 2020
Att 05_140P8420R0001_Hazardous Material Survey and Assessment.pdf	PDF	Feb 3, 2020
Att 06_140P8420R0001_Wage Rates.pdf	PDF	Feb 3, 2020
Att 04_140P8420R0001_MACTEC Survey Report.pdf	PDF	Feb 3, 2020
Att 02_140P8420R0001_Project Specifications.pdf	PDF	Feb 3, 2020
Sol_140P8420R0001.pdf	PDF	Feb 3, 2020
Att 08_140P8420R0001_Key Personnel Qualifications.pdf	PDF	Feb 3, 2020
Att 01_140P8420R0001_Contract Bid Schedule.pdf	PDF	Feb 3, 2020
Att 10_140P8420R0001_SF-24 Bid Bond.pdf	PDF	Feb 3, 2020
Att 07_140P8420R0001_Relevant Experience.pdf	PDF	Feb 3, 2020
Att 09_140P8420R0001_PP-Questionnaire.docx	DOCX document	Feb 3, 2020

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JOSEPH CHOW

& ASSOC. INC.

650 DELANCEY

STREET, #211

SAN FRANCISCO,

CALIFORNIA 94107

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SAMUEL P. TAYLOR

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STATE PARK

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TOMALES

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BAY STATE

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PARK

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DRAKES BAY

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PACIFIC

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OCEAN

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OLEMA

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BEAR VALLEY

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HQ. VC.

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BEACH

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PIERCE

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POINT

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RANCH

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MARSHALL

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BEACH

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KAHOE

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BEACH

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POINT REYES

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BEACH NORTH

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OYSTER

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FARM

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POINT REYES

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BEACH SOUTH

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LIGHTHOUSE V.C.

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LIFEBOAT

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STATION

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KENNETH C. PATRICK

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LIMANTOUR

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BEACH

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COAST

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SKY

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GLEN MILLER

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EDUCATION

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CENTER

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GLEN

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WILDCAT

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DIVIDE

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MEADOW

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FIVE BROOKS

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PALOMARIN

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U.S.COAST GUARD

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BIRD

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OBSERVATORY

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BOLINAS

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TOMALES BAY

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INVERNESS

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PARK

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INVERNESS

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BOLINAS

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BAY

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TOMALES

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PETALUMA

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NOVATO

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NAPA

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FAIRFIELD

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VALLEJO

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CONCORD

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WALNUT

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CREEK

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HAYWARD

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OAKLAND

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BERKELEY

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SAN RAFAEL

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SAN

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MATEO

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PALO

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ALTO

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SAN

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FRANCISCO

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SAN

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PABLO

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BAY

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PACIFIC

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OCEAN

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POINT

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REYES

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NATIONAL

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SEASHORE

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GOLDEN

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GATE

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SCALE OF MILES

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SCALE OF MILES

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SCALE OF KILOMETERS

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RESTROOMS

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PARKING

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CAMPGROUND

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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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UNPAVED ROAD

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CREEK OR RIVER

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TRAIL

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LEGEND

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GOLDEN GATE N.R.A.

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STATE PARK BOUNDARY

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PAVED ROAD

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WILDERNESS AREA

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PARK BOUNDARY

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HQ.

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POINT REYES NATIONAL SEASHORE

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LIGHTHOUSE APARTMENTS

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SUB SHEET

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SHEET

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INDEX

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TITLE OF SHEET

AutoCAD SHX Text COVER SHEET, LEGEND. ABBREVIATIONS EXISTING SITE PLAN (FOR REFERENCE ONLY) EXISTING AND DEMOLITION ROOF PLAN NEW ROOF PLAN SOUTH AND WEST EXTERIOR ELEVATIONS NORTH AND EAST EXTERIOR ELEVATIONS DETAILS DETAILS DETAILS DETAILS PERSONAL FALL ARREST SYSTEM (PFAS) ROOF PLAN

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- L1 A1 A2 A3 A4 A5 A6 A7 A8 A9

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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ROOF & EXTER. REPAIRS

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LIGHTHOUSE APARTMENTS

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MARIN

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CALIFORNIA

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POINT REYES NATIONAL SEASHORE

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PACIFIC WEST

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NORTHERN

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CALIFORNIA

AutoCAD SHX Text BOUNDARY MAP 342/80,025 12/91; PARK MINI FOLDER 1993; REVISED AND REDRAWN 4/95; UPDATED 6/05.

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PLAN NORTH

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FINAL SUBMITTAL

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ABBREVIATIONS

AutoCAD SHX Text @ AT AT A.F.F. ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ABA ARCHITECTURAL BARRIERS ACT ARCHITECTURAL BARRIERS ACT ABAAS ARCHITECTURAL BARRIERS ACT ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD ALUM. ALUMINUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE BLDG. BUILDING BUILDING CLG. CEILING CEILING CLR. CLEAR CLEAR CONT. CONTINUOUS CONTINUOUS COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE DET. DETAIL DETAIL DCOF DYNAMIC COEFFICIENT OF FRICTION DYNAMIC COEFFICIENT OF FRICTION ELEC. ELECTRIC ELECTRIC (E) EXISTING EXISTING EXTER. EXTERIOR EXTERIOR F.C.O. FLOOR CLEAN OUT FLOOR CLEAN OUT F.D. FLOOR DRAIN FLOOR DRAIN GAL. GALLON GALLON GALV. GALVANIZED GALVANIZED G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GYP. BD. GYPSUM BOARD GYPSUM BOARD H. HIGH HIGH HT(S). HEIGHT(S) HEIGHT(S) HVAC HEATING, VENTILATION, HEATING, VENTILATION, AIR CONDITIONING INSUL. INSULATION INSULATION INTER. INTERIOR INTERIOR I.E. INTERIOR ELEVATIONS INTERIOR ELEVATIONS IBC INTERNATIONAL BUILDING INTERNATIONAL BUILDING CODE MAX. MAXIMUM MAXIMUM LBS. POUNDS POUNDS LED LIGHT EMITTING DIODE LIGHT EMITTING DIODE MAX. MAXIMUM MAXIMUM MIN. MINIMUM MINIMUM MTD. MOUNTED MOUNTED (N) NEW NEW NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE O.C. ON CENTER ON CENTER PR. PAIR PAIR PART. PARTIAL PARTIAL P.T. PRESSURE TREATED PRESSURE TREATED P.M. PROJECT MANAGER PROJECT MANAGER R..A. REFLECTED CEILING PLAN REFLECTED CEILING PLAN S.E.D. SEE ELECTRICAL DRAWINGS SEE ELECTRICAL DRAWINGS S.E.D. SEE MECHANICAL DRAWINGS SEE MECHANICAL DRAWINGS S.E.S. SHEET METAL SCREW SHEET METAL SCREW SHT. MTL. SHEET METAL SHEET METAL SC SOLID CORE SOLID CORE S.S. STAINLESS STEEL STAINLESS STEEL ST/ST STAINLESS STEEL STAINLESS STEEL T.B.D. TO BE DETERMINED TO BE DETERMINED TYP. TYPICAL TYPICAL W. WIDE WIDE W/ WITH WITH W/I WITHIN WITHIN WD. WOODWOOD

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APRIL 22, 2019

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AMENDMENT #0005 AUGUST 15, 2019

JOSEPH

CHOW &

ASSOC.

INC.

LIGHTHOUSE

APARTMENTS

SITE PLAN PROVIDED FOR

REFERENCE ONLY

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RUINS

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CYPRESS TREES

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CYPRESS TREES

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SEPTIC TANK

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COVERS

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GARAGE

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APARTMENTS

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CYPRESS TREES

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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/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CADD:

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EXISTING

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SITE PLAN

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(FOR REFERENCE ONLY)

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J. CHOW

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P. MCKENZIE

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B. GEE

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POINT REYES NATIONAL SEASHORE

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MARIN, CALIFORNIA

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EXISTING SITE PLAN WEST

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(FOR REFERENCE ONLY)

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PLAN NORTH

AutoCAD SHX Text EXTEND (N) PVC DOWNSPOUTS (TYP. OF 2) BELOW GRADE (ON OCEAN SIDE ONLY), SEE NEW ROOF PLAN, SHT. A2 FOR MORE INFO.

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EXISTING CONCRETE PAD, ADA PARKING

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SITE ACCESS ROAD

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SITE ACCESS ROAD

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SITE ACCESS ROAD

AutoCAD SHX Text NOTE: CONTRACTOR TO TAKE INTO ACCOUNT THE EXISTING MONTEREY CYPRESS TREES IN VARIOUS LOCATIONS, TYP. THAT MAY AFFECT TRUCK ACCESS DUE TO HEIGHT LIMITATIONS. COORDINATE WITH NATIONAL PARK SERVICE PROJECT MANAGER PRIOR TO ACCESSING SITE.

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PUBLIC WALK

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PUBLIC WALK TO LIGHTHOUSE

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EXISTING TIMBER FENCING, TYP., V.I.F.

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CONTRACTOR'S PARKING AREA ON GRAVEL SHOULDER

ASSOC.

INC.

1 1

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DATE:

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DESIGNED:

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CADD:

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DEMOLITION

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ROOF

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PLAN

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J. CHOW

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P. MCKENZIE

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B. GEE

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POINT REYES NATIONAL SEASHORE

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MARIN, CALIFORNIA

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SCALE OF FEET

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SCALE

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DEMOLITION ROOF PLAN

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SCALE

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ROOF VIEW LOOKING SOUTHWEST

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ROOF VIEW LOOKING SOUTHEAST

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ROOF VIEW LOOKING NORTHEAST

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ROOF VIEW LOOKING NORTHWEST

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(E) PONDING IN THIS AREA

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TYP. (E) SKYLIGHT

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TYP. (E) ROOF SCUPPER

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TYP. (E) ROOF VENTS & FLUES

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LOWER ROOF LOOKING EAST

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LOWER ROOF LOOKING WEST

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(E) ELECTRICAL TRANSFORMER

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TYP. (E) ROOF FASCIA

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KEYED NOTES

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(E) WOOD FENCE & GATE, TYP.

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(E) ELEC. PANEL TO BE REMOVED AND REPLACED BY OTHERS. (N) PANEL IS ON SITE TO BE INSTALLED IN EARLY MAY, 2019. CONTRACTOR TO NOTE TIGHT CLEARANCE BETWEEN (E) ELEC. PANEL AND (E) BOILER ROOM.

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REMOVE ALL (E) FLUES, CAPS & FLASHING, TYP. TO BE REPLACED W/(N), SEE SHT. A2.

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GENERAL NOTES

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1. (E) MAIN ROOF HAS A 2:12 SLOPE; IT (E) MAIN ROOF HAS A 2:12 SLOPE; IT MEASURES 32' WIDE X 90' LONG = 2,880 S.F. ±.2. (E) BOILER ROOM ROOF IS FLAT; IT (E) BOILER ROOM ROOF IS FLAT; IT MEASURES 7' WIDE X 9'-8" DEEP = 68 S.F. ±.3. (E) LOWER ROOF AT FRONT ENTRY IS (E) LOWER ROOF AT FRONT ENTRY IS FLAT; IT MEASURES 74'-6" WIDE X 3' DEEP = 224 S.F. ±.4. (E) 1/2" PLYWOOD SOFFIT UNDER EAVES (E) 1/2" PLYWOOD SOFFIT UNDER EAVES ON SOUTH, EAST & WEST SIDES (SHOWN SHADED) IS SCHEDULED TO BE PERMANENTLY REMOVED AND RAFTER TAILS ARE TO BE LEFT EXPOSED. 5. (E) ROOF PENETRATIONS CONSIST OF (10) (E) ROOF PENETRATIONS CONSIST OF (10) 2" & 3" VENT PIPES W/ LEAD BOOTS; (3) 7" GALVANIZED FLUES; (5) 7" COPPERFLUES; AND (1) 4" SEWER VENT. (VIF).6. THERE ARE (4) (E) SKYLIGHTS, 30" X 30" THERE ARE (4) (E) SKYLIGHTS, 30" X 30" ALUM. & GLASS SCHEDULED TO BE REPLACED ALONG WITH THE WOOD CURBS.

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TYP.

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AutoCAD SHX Text REMOVE (E) UPPER ROOFING, LOWER ROOFING AND BOILER ROOM ROOFING IN THEIR ENTIRETY DOWN TO PLYWD. ROOF SHEATHING, TYP., ROOFING TO BE REPLACED W/(N), ALSO SEE KEYNOTE #4 ON SHT. A2.

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TYP.

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TYP.

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TYP.

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AutoCAD SHX Text REMOVE (E) METAL FASCIA EDGE TRIM FROM EDGES OF ALL ROOFS, TYP. TO BE REPLACED, SEE SHT. A2.

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TYP.

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TYP.

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REMOVE (E) SKYLIGHTS AND CURBS TO BE REPLACED, TYP. OF (4), SEE SHT. A2.

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OUTLINE OF BUILDING BELOW, TYP.

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OUTLINE OF LOWER ROOF BELOW, TYP.

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TYP.

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TYP.

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TYP.

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AutoCAD SHX Text REMOVE (E) PLYWOOD SOFFIT AND ALL SUPPORT FRAMING (SHOWN SHADED) FROM UNDER EAVES OF THE NORTH, EAST & WEST ELEVATIONS. (E) RAFTER TAILS TO REMAIN EXPOSED, SEE SHT. A2.

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TYP.

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TYP.

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TYP.

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EXISTING ROOFING

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REMOVE FLUE STACK AND FLUE CAP TO BE ABANDONED, SEE SHT. A2 FOR ADDL. INFO.

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TYP.

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TYP.

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(E) PLYWOOD TO BE REMOVED, RAFTER TAILS TO REMAIN EXPOSED

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LEGEND

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(E) LOW ROOF OVER ENTRY DOORS TO BE REPLACED

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TYP.

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TYP.

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TYP.

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PLAN NORTH

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AutoCAD SHX Text REMOVE PORTION OF (E) ROOF EAVE TO ACCOMMODATE (N) FIXED LADDER, SEE DET. 4/A7 & NEW ROOF PLAN & GEN. NOTE #9.

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TYP.

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(N) DEMO WORK AT THE (E) ATTIC ACCESS HATCH TO BE ENLARGED IN QUARTERS "B" M. BDRM. BELOW, SEE 3/A5.

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TYP.

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NOTE: (E) LAWN(S) TO BE MAINTAINED AND PROTECTED DURING CONSTRUCTION, TYP.

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SIDEWALK TO LIGHTHOUSE

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SIDEWALK TO LIGHTHOUSE

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ROOF OF (E) MECHANICAL SHED TO BE REPLACED

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7. (E) ROOF CONSISTS OF (E) ROOF CONSISTS OF BUILT-UP ROOF (TAR & GRAVEL) OVER PLYWD. SHEATHING. 8. A PORTION OF THE (E) A PORTION OF THE (E) PLYWD. ROOF SHEATHING MAY HAVE TO BE REPLACED TO ACCOMMODATE (N) ROOFING MATERIAL. 9. EXACT LOCATION OF (N) EXACT LOCATION OF (N) LADDER AND ROOF CUTOUT TO BE COORDINATED W/ RAFTER SPACING & LOCATION IN ACCORDANCE W/ DET. 4/A7 AND COORDINATED W/ NPS PROJECT MANAGER PRIOR TO DEMO.

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(E) SHED TO REMAIN

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(SEE GEN NOTE #9)

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CHOW &

ASSOC.

INC.

1 1

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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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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CADD:

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NEW

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ROOF

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PLAN

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J. CHOW

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P. MCKENZIE

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B. GEE

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POINT REYES NATIONAL SEASHORE

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MARIN, CALIFORNIA

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SCALE OF FEET

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EAVE AT EAST ELEVATION

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KEYED NOTES

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AutoCAD SHX Text PROVIDE (N) BATHROOM VENTILATION FANS AND (N) ROOFTOP VENTS, (4) TOTAL. PROVIDE BROAN INVENT SERIES SINGLE SPEED CEILING FAN MODEL: AE110 AND BROAN ROOF VENT KIT MODEL: RVK1A WITH OPTIONAL 636AL ALUM. ROOF CAP OR APPROVED EQUAL. MOUNT CEILING FAN AS DIRECTED BY NPS; MOUNT ROOF VENTS WITH OPENINGS OPPOSITE THE PREVAILING WIND DIRECTION OFF OF THE OCEAN. PROVIDE POWER AS RECOMMENDED BY MFR.

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(N) ROOFING, TYP., SEE GENERAL NOTES.

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EAVES AT WEST & SOUTH ELEVATION

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PARTIAL EAVE AT NORTH ELEVATION

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TYP.

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LOWER ROOF AT ENTRY

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AutoCAD SHX Text AFTER PLYWOOD ROOF SHEATHING IS EXPOSED, GC TO FIELD VERIFY CONDITION OF (E) PLYWD. AND REPLACE W/(N) PLYWD. SHEATHING PER GEN. NOTE #4 (VIF). ASSUME 20% OF (E) SHEATHING TO BE REPLACED, (N) PLYWD. THICKNESS SHALL MATCH (E).

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TYP.

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TYP.

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(N) 22GA., 1/2 ROUND COPPER GUTTERS AT EAVES OF UPPER ROOF, SEE DET. 1/A7

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(N) REPLACEMENT SKYLIGHTS TO MATCH (E) DIMENSIONS AND INSTALLED ON (N) 8"H. CURBING, TYP. SKYLIGHTS SHALL BE VELUX FIXED #FCM W/INTERIOR SAFETY SCREENS #CRGA ICD OR APPROVED EQUAL, SEE DET. 5/A5.

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TYP. OF (4)

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(N) FLASHING AT ALL (E) PIPE PENETRATIONS, TYP., SEE DETS. 1&2/A8.

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(N) COPPER EDGE FLASHING WITH DRIP EDGE AT ALL ROOF FASCIAS, SIZE VARIES, SEE DET. 1/A6.

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AutoCAD SHX Text REPLACE (E) FLUE, CAP & FLASH'G. W/(N) TO MATCH (E), TYP., FLASH PER DETS. 1/A8 & 2/A8.

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AutoCAD SHX Text INFILL ABANDONED FLUE OPENING @ UPPER ROOF & BOILER ROOM ROOFS W/EXTERIOR GRADE PLYWD. TO MATCH THICKNESS OF (E) ROOF SHEATHING PRIOR TO INSTALLING (N) ROOFING. FILL IN & FINISH UNDERSIDE OF EAVE TO MATCH (E). SEE GEN. NOTES.

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(E) CEILING OF LOWER ROOF TO BE PAINTED, COLOR TO MATCH ADJACENT GARAGE BLDG.

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GENERAL NOTES

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1. (N) ROOFING SHALL BE DYNACLAD (N) ROOFING SHALL BE DYNACLAD COPPER AND DYNAPLYT1 ROOFING SYSTEMS BY JOHNS MANVILLE OR APPROVED EQUAL. 2. SEE ROOFING DETAILS ON SHTS. SEE ROOFING DETAILS ON SHTS. A5-A8. 3. (E) PLYWOOD (SHOWN SHADED) TO (E) PLYWOOD (SHOWN SHADED) TO BE REMOVED IN ITS ENTIRETY, (NOT TO BE REPLACED). (E) RAFTER TAILS ARE TO BE CLEANED & REMAIN EXPOSED. 4. SEE KEYNOTE #4. (N) WD. ROOF SEE KEYNOTE #4. (N) WD. ROOF SHEATHING SHALL BE APA RATED CCX EXTER. PLYWD. TO MATCH (E) THICKNESS. USE S.S. 8d RING SHANK NAILS AT 4" O.C. MAX. AT EDGES & 12" O.C. MAX. IN FIELD, 8'-0" FROM EDGES OF ROOF. FOR REMAINDER OF ROOF, NAIL 6" O.C. MAX. AT EDGES AND 12" O.C. MAX. IN FIELD. USE 1 1/2" DECK SCREWS AT 4" O.C. TO ATTACH ROOF SHEATHING TO ALL EXPOSED RAFTER TAILS. FASTENERS SHALL BE MIN. 3/8" FROM PANEL ENDS AND EDGES. PROVIDE 1/8" EDGE & END SPACING BTWN. (N) PANELS. 5. NEW WALK OFF PADS SHALL BE NEW WALK OFF PADS SHALL BE DYNATRED WALKWAY 32"X32" BY JOHNS MANVILLE OR APPROVED EQUAL. LEAVE A MIN. 1" OPEN SPACE IN ALL DIRECTIONS BTWN. WALKWAY BOARDS TO PROVIDE FOR DRAINAGE. INSTALL PER MFRS. RECOMMENDATIONS. 6. REMOVE ALL LOOSE NAILS AND REMOVE ALL LOOSE NAILS AND RE-NAIL ENTIRE (E) ROOF PER GEN. NOTE #4 ABOVE.

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NEW ROOFING & SOFFIT

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TYP. OF (9)

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(N) COMMERCIAL PERSONAL FALL ARRESTING SYSTEM (PFAS) ROOF ANCHOR (TYP. OF 9), SEE DWG. A9.

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PLAN NORTH

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(N) FIXED LADDER RECESSED INTO (E) ROOF EAVE. SEE EXTER. ELEV. & DETS. 1/A5, 2/A5 & 4/A7 & GEN. NOTE #9 ON SHT. A1.

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(E) ATTIC ACCESS HATCH TO BE ENLARGED IN QUARTERS "B", M. BDRM. BELOW, SEE 3/A5.

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(E) STORAGE SHED, (NO WORK).

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(E) FENCING AND GATES, TYP.

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(N) 32"X32" ROOF WALK OFF PADS (5) TOTAL) FROM LADDER TO RIDGE, PLACED TO AVOID CONFLICT W/ (E) ROOF ELEMENTS. ATTACH TO ROOF PER MFR'S INSTRUCTIONS; REMOVE DYNACLAD COPPER MEMBRANE IN AREAS OF ADHESIVE TO OBTAIN AN ASPHALTIC TO ASPHALTIC BOND. SEE ROOFING GEN. NOTES FOR MORE INFO.

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AutoCAD SHX Text CUT BACK BASE OF TWO (E) COPPER DOWNSPOUTS (ON OCEAN SIDE ONLY) AND ADD TWO (N) 45-DEGREE COPPER ELBOWS TO COORDINATE & AVOID CONFLICT W/(E) EXTER. PLUMB'G. TIE (N) COPPER ELBOWS INTO MATCH'G. DIAM. SCHED. 80 PVC ELBOW (EXTENDING MAX. 4" ABV. GRADE) AND EXTEND (N) HORIZ. PVC DRAIN PIPE BELOW GRADE, MIN. 1/4" PER FT. SO THAT IT OUTFALLS & DAYLIGHTS AT SLOPE EDGE AND DRAINS INTO THE OCEAN. LAY PIPE IN GRAVEL BASE & RECOMPACT SOIL AFTER PIPE WORK.

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LOWER ROOF CEILING

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BELOW

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1. CONTRACTOR TO RESTORE ANY CONTRACTOR TO RESTORE ANY FENCING REMOVED TO FACILITATE MOVEMENT OF EQUIPMENT. COORD. LOCATION OF FENCE REMOVAL W/ NPS. 2. COORDINATE W/ NPS FOR EXACT COORDINATE W/ NPS FOR EXACT LOCATION OF CONTRACTOR'S LAY-DOWN AREA, ALSO SEE SITE PLAN. 3. CLEAR & GRUB ALL VEGETATION CLEAR & GRUB ALL VEGETATION WITHIN 2 FEET OF BUILDING. GRADE TO MIN. 4" BELOW B.O. WD. SIDING. PLACE 2-ROWS DEEP, 12" X 12" SQUARE GRAY COMMON CONC. PATIO PAVERS FLUSH W/ GRADE SET IN A COMPACTED LEVELING BASE OF GRAVEL AND EDGE W/ MIN. 3/16" THK. X 4" H. GALV. STEEL LANDSCAPE EDGING, TYP.

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(N) CONC. PAD W/ DATE STAMP, SEE DET. 1/A5.

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(SEE GEN NOTE #9/A1)

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12" X 12" CONC. PAVERS & STEEL LANDSCAPE EDGING, TYP. SEE SITE GEN. NOTE #3.

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AutoCAD SHX Text NOTES: CONTRACTOR IS RESPONSIBLE FOR PROVIDING A CONTRACTOR IS RESPONSIBLE FOR PROVIDING A WEATHER-TIGHT ROOF ASSEMBLY. ENSURE ROOF IS WATER TIGHT AFTER INSTALLATION. PROTECT BUILDING DURING INCLEMENT WEATHER ONCE THE EXISTING ROOF MATERIAL IS REMOVED. THE ROOF SHALL ALSO BE PROTECTED AFTER EACH WORKING DAY DURING ROOF WORK.

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BASE OF (E) DOWNSPOUT AT NORTH ELEVATION

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AutoCAD SHX Text NOTE: CONTRACTOR SHALL REMOVE (E) PLYWOOD ROOF SHEATHING AS REQUIRED FOR PFAS WORK AND RE-INSTALL AFTER INSTALLATION. SEE SHT. A9 FOR MORE INFO.

AutoCAD SHX Text NOTE: PROVIDE (N) CRICKET FOR DRAINAGE ON UP-SLOPE SIDE OF EA. (N) SKYLIGHT CURB.

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AMENDMENT #0005 AUGUST 15, 2019

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MECH. RM. ROOF

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LOWER ROOF

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AutoCAD SHX Text TIE (N) COPPER ROOF GUTTERS INTO (E) DOWNSPOUTS USING COPPER LEADERS, TYP., PROVIDE SLOPE FOR PROPER WATER DRAINAGE

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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LOWER ROOF AT ENTRY

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UPPER ROOF

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UPPER ROOF

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UPPER ROOF RAKES

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

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SLOPE GUTTER TO DRAIN 1/8" = 1'-0"

NOTES: AT THE NORTHEAST END OF THE BLDG, PROVIDE A AT THE NORTHEAST END OF THE BLDG, PROVIDE A MIN. OF 40 LIN. FT. OF "6HR" COPPER HINGED SCREEN GUTTER LEAF GUARD (6" X 36") BY GUITTERSUPPLY.COM (888) 909-7246 (OR APPROVED EQ.), COPPER FINISH.

HB HB

A B C D

JOSEPH

CHOW &

ASSOC.

INC.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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J. CHOW

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P. MCKENZIE

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B. GEE

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POINT REYES NATIONAL SEASHORE

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MARIN, CALIFORNIA

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NEW WEST EXTERIOR ELEVATION

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SCALE OF FEET

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(E) REDWOOD BOARD & BATTEN SIDING

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(E) TAR AND GRAVEL ROOFING

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(E) WATER ISOLATION VALVE TO REMAIN, TYP.

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(N) CONC. PAD W/ DATE STAMP AT BASE OF LADDER, SEE DET. 1/A5.

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LEGEND

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AutoCAD SHX Text REMOVE (E) PLUMBING INSULATION & JACKET, TYP. REPLACE W/ (N), SEE EXTER. INSUL. GEN. NOTES FOR ADD'L. INFO.

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WINDOW WORK GENERAL NOTES

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1. WINDOWS SHALL BE FIELD VERIFIED TO DETERMINE ACTUAL LEVEL OF WINDOWS SHALL BE FIELD VERIFIED TO DETERMINE ACTUAL LEVEL OF REFURBISHMENT REQUIRED. 2. WINDOWS ARE ALL ASSUMED TO BE MILGARD VINYL. WINDOWS ARE ALL ASSUMED TO BE MILGARD VINYL. 3. ASSUME 100% OF ALL WINDOWS WILL REQUIRE WINDOW BALANCERS TO ASSUME 100% OF ALL WINDOWS WILL REQUIRE WINDOW BALANCERS TO BE REPLACED WITH (N) BALANCERS BY MILGARD OR APPROVED EQUAL. 4. ASSUME 100% OF ALL WINDOWS WILL REQUIRE ALIGNMENT OF (E) LOCKS ASSUME 100% OF ALL WINDOWS WILL REQUIRE ALIGNMENT OF (E) LOCKS ON WINDOWS FOR PROPER OPERATION. 5. ASSUME 10% OF WINDOWS WILL NEED REPLACEMENT DUAL PANE GLASS ASSUME 10% OF WINDOWS WILL NEED REPLACEMENT DUAL PANE GLASS WHERE THERE IS EVIDENCE OF RUBBER SEAL LEAKAGE OR CLOUDING. 6. ALL WINDOWS WILL REQUIRE SEALING OF ALL LARGE AIR GAPS WITH ALL WINDOWS WILL REQUIRE SEALING OF ALL LARGE AIR GAPS WITH EXPANDING FOAM; THE FINISHED/VISIBLE SURFACES SHALL BE SEALED WITH A HIGH-GRADE POLYURETHANE SEALANT. 7. ALL WINDOWS WILL REQUIRE RECAULKING OF ALL EXTERIOR WINDOWS WITH ALL WINDOWS WILL REQUIRE RECAULKING OF ALL EXTERIOR WINDOWS WITH A HIGH-GRADE POLYURETHANE SEALANT WHERE WINDOWS MEET THE POLYURETHANE SEALANT WHERE WINDOWS MEET THE EXTERIOR SIDING. 8. ALL WINDOWS WILL REQUIRE A THOROUGH CLEANING OF ALL PARTS, ALL WINDOWS WILL REQUIRE A THOROUGH CLEANING OF ALL PARTS, INTERIOR & EXTERIOR, INCLUDING GLASS. 9. CONTRACTOR TO SEEK NPS STAFF INPUT FOR ADDITIONAL INFORMATION CONTRACTOR TO SEEK NPS STAFF INPUT FOR ADDITIONAL INFORMATION ON EXISTING AND RECENTLY REFURBISHED WINDOWS.

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(E) DOORS, (4) TOTAL, TO RECEIVE (N) WEATHERSTRIPPING, TYP. USE COMPRESSION FOAM SEAL WITH METAL SCREW FLANGE AT HEAD AND JAMBS. USE A FACE-MOUNT DOOR SWEEP W/ FLEXIBLE VINYL FLAP MOUNTED ON INTER. SIDE AT BASE OF DOORS.

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AutoCAD SHX Text REMOVE FLUE STACK AND FLUE CAP TO BE ABANDONED, SEE (N) ROOF PLAN, SHT. A2 FOR ADDL. INFO.

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AutoCAD SHX Text RETAIN & MODIFY (E) COPPER ROOF RAIN LEADER/ DOWNSPOUT TO BE TIED INTO (N) RAIN GUTTERS, TYP.

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AutoCAD SHX Text REMOVE RUSTED, UNUSED METAL FASTENERS & OBJECTS FROM EXTER. OF BLDG., TYP; PATCH W/ EPOXY (SEE SPECS) AND REPAIR SCARS ON REDWOOD SIDING, PREP AREA FOR (N) PAINT FINISH.

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ELECTRICAL DEVICE TO REMAIN, PROTECT IN PLACE.

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(E) SIGNAGE TO REMAIN, TYP., PROTECT IN PLACE.

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PAINTING & WOODWORK GENERAL NOTES

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1. FLUSH-CUT OLD BATTENS. PROVIDE A MIN. 10 FLUSH-CUT OLD BATTENS. PROVIDE A MIN. 10 DEGREE MITER CUT AT ALL BOARD AND BATTEN REPAIRS. CAULK ALL JOINTS. DIRECTION OF MITER SHALL DIRECT WATER AWAY FROM BLDG. 2. TESTING FOR THE PRESENCE OF HAZARDOUS TESTING FOR THE PRESENCE OF HAZARDOUS MATERIALS WILL BE PERFORMED BY NPS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR COLLECTION AND PROPER DISPOSAL OF ALL FINISH MATERIALS REMOVED FROM EXTERIOR OF BLDG; USE DROPCLOTHES TO PREVENT ANY CONTAMINANTS FROM REACHING THE SOIL. 4. IN THE ABSENCE OF ANY HAZARDOUS MATERIALS, IN THE ABSENCE OF ANY HAZARDOUS MATERIALS, REMOVE (E) LOOSE PAINT FROM ALL EXTERIOR WOOD SURFACES USING HIGH PRESSURE WATER, SANDPAPER, SCRAPERS AND/OR HEAT GUNS. CONFIRM WITH NPS IF PAINT AND VARNISH REMOVERS ARE PERMITTED ON THIS PROJECT. 5. SEE PAINTING SPECS. 09 99 00 FOR INFO. ON SEE PAINTING SPECS. 09 99 00 FOR INFO. ON PREPARATION AND FINISHING OF (E) & (N) SURFACES. 6. AREA OF EXISTING SURFACES TO BE PAINTED = AREA OF EXISTING SURFACES TO BE PAINTED = 5,400 SQ. FT. ±.7. ALL PRESERVATIVE-TREATED LUMBER & PLYWD. ALL PRESERVATIVE-TREATED LUMBER & PLYWD. SHALL BE STAMPED BY AN ALSC-ACCREDITED TESTING AGENCY IN ACCORDANCE W/ AWPA STDS., SEE SPECS. 8. SEE PAINTING SPEC. 09 99 00 FOR CLEANER SEE PAINTING SPEC. 09 99 00 FOR CLEANER CONCENTRATE TO BE ADDED WHEN PRESSURE WASHING BUILDING. 9. AFTER PRESSURE WASHING, LET SURFACES DRY AT AFTER PRESSURE WASHING, LET SURFACES DRY AT LEAST 2 DAYS UNTIL MOISTURE CONTENT IS AT OR BELOW 15%. TAKE MOISTURE SAMPLES PER PAINT SPEC. 09 99 00. 10. WOOD REPAIRS SHALL BE MADE USING AN EXTERIOR WOOD REPAIRS SHALL BE MADE USING AN EXTERIOR FLEXIBLE EPOXY PER SPEC. SECT. 09 99 00. APPLY EPOXY PER MFR'S RECOMMENDATIONS. 11. USE OIL BASED PRIMER ON ALL (N) REDWOOD USE OIL BASED PRIMER ON ALL (N) REDWOOD SURFACES AND ALL NAIL HOLES SHOWING RUST BLEED. USE LATEX PRIMER AT REMAINING (E) WOOD SURFACES. SEE SPEC. 09 99 00. 12. GC SHALL BE PROVIDED WITH (5) 4 1/2 GALLON GC SHALL BE PROVIDED WITH (5) 4 1/2 GALLON PAILS OF FLAT PAINT TO BE USED AS COAT 1, ONLY. COAT 2 WILL BE EGGSHELL FINISH PER SPEC. SECT. 09 99 00.

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AutoCAD SHX Text PROVIDE (4) TOTAL 24 SQ. IN. MIN. FREE AREA ATTIC LOUVERS W/ BIRD/INSECT SCREENS, (2) AT EACH GABLE END OF BLDG., OFFSET LOUVERS TO AVOID CRIPPLE WALL AT MIDPOINT, ALSO SEE DET. 4/A5.

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AutoCAD SHX Text SEAL (E) GAPS AT SIDING MATERIALS USING PAINTABLE CAULK COMPATIBLE W/ PAINT SYSTEM, TYP. HIDE VISIBLE SEAMS AND MAKE ADJOINING SURFACES FLUSH WITH ONE ANOTHER, TYP. THROUGHOUT.

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AutoCAD SHX Text REPAIR/REPLACE DAMAGED OR MISSING REDWOOD SIDING TO MATCH (E). PATCH ALL WOOD JOINTS. PATCHABLE AREAS SHALL BE PATCHED WITH EPOXY (SEE SPECS SECT 09 99 00) PRIOR TO PAINT'G. ALSO SEE KEYNOTE #11.

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AutoCAD SHX Text REPLACE (E) WINDOW SILL W/ (N) REDWOOD SILL, PROFILE TO MATCH (E). REMOVE WINDOW AS REQ'D. TO PERFORM WORK, PREP TO RECEIVE (N) PAINT. REPAIR/REPLACE AND FINISH ANY DAMAGED EXTERIOR AND/OR INTERIOR SURFACES TO MATCH (E).

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AutoCAD SHX Text REMOVE (E) SHEET METAL COVER PLATES AND INSTALL (N) REDWOOD BOARD AND BATTENS TO MATCH (E), PREP TO RECEIVE (N) PAINT. OVERFLOW PIPE TO REMAIN. ALSO SEE KEYNOTE #11.

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PREP & PAINT (E) ELEC. & UTILITY BOXES TO MATCH BLDG., TYP.

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(N) 22 GA. 1/2 ROUND COPPER ROOF GUTTERS SLOPED TO & TIED INTO (E) DOWNSPOUTS.

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AutoCAD SHX Text CONTRACTOR TO NOTE TIGHT CLEARANCE BETWEEN (E) ELEC. PANEL (SHOWN SHADED) AND ADJACENT BOILER ROOM; ALSO NOTE LIMITED WORK SCHEDULE IN THIS AREA AS (E) ELEC. PANEL WILL BE REMOVED AND REPLACED IN ONE DAY BY OTHERS; COORD. W/ NPS.

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AutoCAD SHX Text REATTACH LOOSE BOARDS AND BATTEN SIDING AT COVERED ENTRY AREAS, TYP., PATCH AND SEAL ALL (E) JOINTS IN SIDING.

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AutoCAD SHX Text REPAIR (E) WOOD SURFACES, PREP AND PAINT TO MATCH BODY OF BLDG. AT (4) FOUR PRIVACY WALLS (SHOWN SHADED) THAT SURROUND APT. ENTRY DOORS, TYP.

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AutoCAD SHX Text PREP (E) SURFACES TO RECEIVE (N) PAINT, THROUGHOUT, TYP. REFER TO SPEC. SECT. 09 99 00 FOR MORE INFO.

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TOP OF 2X4 CEILING JOIST

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TOP OF 2X4 CEILING JOIST

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(N) FIXED LADDER WITH SAFETY EXTENSION, SEE DETS. 1/A5, 2/A5 & 4/A7.

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TOP OF LADDER ON NORTH ELEVATION.

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PLUG HOLES W/ WD. DOWELS, CAULK AND PREP FOR PAINT.

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(E) 6'-0" H. WOOD FENCE.

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REPLACE 5'-4" LENGTH OF 1 3/4" X 3" REDWOOD BATTEN.

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PATCH REDWOOD SILLS WITH EPOXY PRIOR TO PAINT'G. SEE SPEC. SECT. 09 99 00.

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REPLACE 8'-6" L. (VIF) 1X REDWOOD SIDING BOARD.

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AutoCAD SHX Text PLUG ANY VENT HOLES NOT VISIBLE UNDER PLY. SOFFIT W/ WD. DOWELS, CAULK AND PREP FOR PAINT, TYP.

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AutoCAD SHX Text PAINT ALL DOORS, UPPER AND LOWER ROOF TRIM AND UNDERSIDE OF LOWER ROOF SOFFIT, TYP., COLOR: WHITE TO MATCH (E) AND AS APPROVED BY NPS.

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AutoCAD SHX Text AT GABLE END 2X OUTRIGGERS, PROVIDE (N) SIMPSON H3 STRAPS, (1) PER OUTRIGGER, TYP. AT FOUR CORNERS OF THE BUILDING.

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AutoCAD SHX Text CLEAN ENTIRE (E) LIGHT FIXTURES AND RE-INSTALL BEZELS FLUSH W/ UNDERSIDE OF (E) SOFFIT. PAINT BEZELS TO MATCH COLOR OF SOFFIT.

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AutoCAD SHX Text REPAIR CUT AND/OR JAGGED EDGES FROM BASE OF COPPER DOWNSPOUTS, ADD (N) MATCHING DIAM. 45 DEGREE COPPER ELBOW TO DIRECT WATER OUTPUT AWAY FROM BLDG. & ONTO (E) CONC. PAVING

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(E) REDWOOD BOARD & BATTEN SIDING, UNDERSIDE OF UPPER ROOF SOFFIT AND PAINTED METAL SURFACES

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(E) WOOD DOORS, WOOD TRIM AND UNDERSIDE OF LOWER ROOF SOFFIT

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SHERWIN WILLIAMS COLOR #PTCC984-18: ROYAL SAGE, CUSTOM MANUAL MATCH

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SHERWIN WILLIAMS COLOR: WHITE TO MATCH EXISTING

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PAINT COLORS

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ALSO SEE SPEC. SECTION 09 99 00

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GENERAL NOTES

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1. REMOVE AND REPLACE ALL (E) EXTERIOR PIPE REMOVE AND REPLACE ALL (E) EXTERIOR PIPE INSULATION AND JACKETS. 2. (N) INSULATION SHALL BE MICRO-LOK FIBERGLASS (N) INSULATION SHALL BE MICRO-LOK FIBERGLASS PIPE INSULATION BY JOHNS MANVILLE OR APPROVED EQUAL. (N) INSULATION SHALL MATCH (E) FOR THICKNESS AND DIAMETER. 3. WRAP ALL PIPE INSULATION USING ZESTON PVC WRAP ALL PIPE INSULATION USING ZESTON PVC JACKETING COVERS AND ACCESSORY COVERS (L's, T's, ETC.) WITH 0.030" THICKNESS BY JOHNS MANVILLE OR APPROVED EQUAL. 4. THE PVC JACKETING SHALL BE A COLOR TO BE THE PVC JACKETING SHALL BE A COLOR TO BE SELECTED FROM THE MANUFACTURERS STANDARD COLOR PALETTE. 5. GC MAY BE REQUIRED TO DRAIN THE PLUMBING GC MAY BE REQUIRED TO DRAIN THE PLUMBING SYSTEM TO PERFORM THE INSULATION WORK, V.I.F.

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EXTERIOR INSULATION

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AMENDMENT #0005 AUGUST 15, 2019

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AT RAKE

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REVISIONS PER AMENDMENT #0004

AREAS OF NEW WORK

JOSEPH

CHOW &

ASSOC.

INC.

1 1

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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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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CADD:

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NORTH AND EAST

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EXTERIOR

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ELEVATIONS

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AutoCAD SHX Text 146240

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J. CHOW

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P. MCKENZIE

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B. GEE

AutoCAD SHX Text 04/22/2019

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POINT REYES NATIONAL SEASHORE

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MARIN, CALIFORNIA

AutoCAD SHX Text 175167

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NEW EAST EXTERIOR ELEVATION

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SCALE OF FEET

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AutoCAD SHX Text 1/4" = 1'-0"

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SCALE

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NEW NORTH EXTERIOR ELEVATION

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SCALE

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LEGEND

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(E) REDWOOD BOARD & BATTEN SIDING

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(E) TAR AND GRAVEL ROOFING

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(E) SATELLITE DISH

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(E) HOSE BIBB

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KEYED NOTES

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(E) PLYWD. COVERING (3) DOOR OPENINGS TO BE REMOVED AND WALL TO BE INFILLED WITH (N) REDWOOD BOARD & BATTEN CONSTRUCTION TO MATCH (E). PROVIDE ALL INTERIOR FINISHES: DRYWALL, PAINT, INSULATION & TRIM TO MATCH (E).

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AutoCAD SHX Text REMOVE (E) SATELLITE DISHES, TYP. AND RE-INSTALL AFTER SIDING WORK HAS BEEN FINISHED.

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AutoCAD SHX Text CONTRACTOR TO NOTE TIGHT CLEARANCE BETWEEN (E) ELEC. PANEL (SHOWN SHADED AND BOILER ROOM; ALSO NOTE LIMITED WORK SCHEDULE IN THIS AREA AS (E) ELEC. PANEL WILL BE REMOVED AND REPLACED IN ONE DAY BY OTHERS. COORD. W/ NPS.

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AutoCAD SHX Text REMOVE (E) PLUMBING INSULATION & JACKET, TYP. REPLACE W/ (N), SEE EXTER. INSUL. GEN. NOTES ON SHT. A3 FOR ADD'L. INFO.

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(E) PRIVACY WALL AT ENTRY TO APARTMENTS, TYP OF (4). PREP & PAINT INTER. & EXTER.

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SEE GENERAL NOTES ON SHEET A3, SIM.

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WINDOW WORK AND PAINTING WORK GENERAL NOTES

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AutoCAD SHX Text SEAL (E) GAPS AT SIDING MATERIALS, TYP. HIDE VISIBLE SEAMS AND MAKE ADJOINING MATERIALS FLUSH WITH ONE ANOTHER.

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INFILL OPENING WITH (N) BOARD & BATTEN SIDING TO MATCH (E).

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AutoCAD SHX Text REPLACE (E) LOUVERED OPENING WITH (N) LOUVER ASSY. TO MATCH (E). PROVIDE INSECT SCREEN.

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AutoCAD SHX Text REPLACE (E) FLUE & FLUE CAP WITH (N) TO MATCH (E); REPLACE SHEET METAL FLANGE AT SIDING AND REPAIR BOARD & BATTEN SIDING ON ALL (3) SIDES OF THE BOILER ROOM TO MATCH (E), TYP.

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AutoCAD SHX Text U.O.N., PAINT ALL (E) METAL PIPING, CONDUITS, SHEET METAL, UNISTRUT, DOWNSPOUTS, AND ANY OTHER MISC. METALS ON BLDG. (TO REMAIN). MATCH EXTERIOR COLOR. DO NOT PAINT COPPER SURFACES.

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AutoCAD SHX Text CLEAN & PREP ALL (E) FIRE RISER COMPONENTS AND REPAINT W/ (N) RED EXTER. PAINT, TYP., ALSO SEE PAINTING SPEC. SECTION 09 99 00 FOR MORE INFO.

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AutoCAD SHX Text REMOVE AND REPLACE (E) PLY. BACKBOARD W/ (N) EXTER. GRADE PLY. TO BE MINIMALLY SIZED AS REQD. TO RE-ATTACH (E) CONDUIT TO WALL, PAINT TO MATCH BLDG.

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PREP & PAINT (E) ELEC. & UTILITY BOXES TO MATCH BLDG., TYP.

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AutoCAD SHX Text REMOVE RUSTED, UNUSED METAL FASTENERS & OBJECTS FROM EXTER. OF BLDG., TYP; PATCH AND REPAIR SCARS ON WOOD SIDING USING EPOXY (SEE SPECS), PREP AREA FOR (N) PAINT FINISH.

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PAINT (E) DOORS, TYP., COLOR TO BE SELECTED BY NPS.

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TYP.

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AutoCAD SHX Text PLUG ANY VENT HOLES NOT VISIBLE UNDER PLY. SOFFIT W/ WD. DOWELS, CAULK AND PREP FOR PAINT, TYP.

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AutoCAD SHX Text PROVIDE CABLE MANAGEMENT AT NORTH ELEVATION: NEATLY GATHER (E) CABLES INTO ONE BUNDLE, REMOVE CABLE SLACK & ZIP-TIE BUNDLE(S) AT 48" O.C.

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TYP.

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TYP.

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AutoCAD SHX Text PROVIDE (N) DOOR HARDWARE, INCLUDING (N) DEADBOLT AT BOILER ROOM TO MATCH NPS STANDARDS

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AutoCAD SHX Text REMOVE FLUE STACK AND FLUE CAP TO BE ABANDONED, SEE (N) ROOF PLAN FOR ADDL. INFO.

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TYP.

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TYP.

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AutoCAD SHX Text RETAIN & MODIFY (E) ROOF RAIN LEADER/ DOWNSPOUT TO BE TIED INTO PVC ELBOW AND LEADER BELOW GRADE, SEE A2 FOR MORE INFO.

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TOP OF 2X4 CEILING JOIST

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TOP OF 2X4 CEILING JOIST

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(N) ALUM. FIXED LADDER WITH LOCKABLE ALUM. SAFETY GATE & SAFETY EXTENSION, SEE DETS 1/A5, 2/A5 & 4/A7.

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(N) CONC. PAD AT BASE OF LADDER, SEE DET. 1/A5.

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TYP.

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TYP.

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TYP.

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TYP.

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AutoCAD SHX Text PREP (E) SURFACES TO RECEIVE (N) PAINT, THROUGHOUT, TYP. REFER TO SPEC. SECT. 09 99 00, PAINTING FOR MORE INFO.

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TYP.

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TYP.

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TYP.

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PATCH WOOD SILLS WITH EPOXY PRIOR TO PAINT'G. SEE SPEC. SECT. 09 99 00.

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AutoCAD SHX Text REMOVE WD. BLOCKS. RESTORE TO TYP. BOARD & BATTEN SIDING. PREP AREA TO RECEIVE (N) FINISHES.

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TYP.

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AutoCAD SHX Text AT GABLE END 2X OUTRIGGERS, PROVIDE (N) SIMPSON H3 STRAPS, (1) PER OUTRIGGER, TYP. AT FOUR CORNERS OF THE BUILDING.

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AutoCAD SHX Text PAINT ALL DOORS, UPPER AND LOWER ROOF TRIM AND UNDERSIDE OF LOWER ROOF SOFFIT, TYP., COLOR: WHITE TO MATCH (E) AND AS APPROVED BY NPS.

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AMENDMENT #0005 AUGUST 15, 2019

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(N) 22 GA. 1/2 ROUND COPPER ROOF GUTTERS SLOPED TO & TIED INTO (E) DOWNSPOUTS.

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TYP.

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TYP.

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REVISIONS PER AMENDMENT #0004

AREAS OF NEW WORK

ASSOC.

INC.

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CONDENSATION GUTTER

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ACRYLIC HI-BOND TAPE

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PERMATHERM VINYL CURB

AutoCAD SHX Text 8d S.S. OR GALV. NAILS OR EQ. SIZE SCREWS BY INSTALLER

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ALUM. U CHANNEL

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EXTRUDED ALUM. RETAINER

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RETAINER GASKET

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MASTIC COMPATIBLE WITH ROOFING MATERIAL BY INSTALLER

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1-1/16" INSULATED GLAZING

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SETTING BLOCK

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RETAINER SCREW

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FINISH INTERIOR BY OTHERS

AutoCAD SHX Text SKYLIGHT BASIS OF DESIGN: VELUX FIXED VELUX FIXED #FCM (OR APPROVED EQUAL), VERIFY ACTUAL SIZE IN THE FIELD.

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SEE DET. FOR CURB FLASH'G.

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(N) 8" H. P.T. WD. CURB, MIN. PROVIDE (N) COPPER FLASHING

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5/8" FLASHING CLEARANCE

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T.O. (E) ROOF

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(N) WALL BRACKET, TYP. @ 48" O.C.

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(N) SERRATED RUNGS, TYP.

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(N) 5" THK. 3,000 PSI CONC. PAD FLUSH W/ T.O. (E) GRADE. REINFORCE W/ #3 REBAR AT 6" O.C. EA. WAY; 3" CLR. FROM THE BOTTOM, 1" CLR. FROM THE TOP

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(E) ROOF PITCH

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FRONT ELEVATION

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SIDE ELEVATION

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EDGE OF (E) ROOF EDGE FASCIA BD.

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(N) SAFETY RAIL EXTENSION

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FACE OF (E) BUILDING

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(N) ALUM. CHANNEL SIDERAIL

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T.O. PLATFORM

AutoCAD SHX Text CONC. NOTES: 1. DATE-STAMP THE CONC. PAD. DATE-STAMP THE CONC. PAD. SEE (N) ROOF PLAN, SHT. A2, ALSO SEE SPECS. 2. CURE, PROTECT & KEEP THE CURE, PROTECT & KEEP THE CONC. PAD MOIST FOR 7 DAYS, SEE SPECS.

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(N) 1/8" THK. ALUM. SECURITY DOOR, ATTACH W/ (3) HINGES MTD. W/ (6) EA. S.S. CARRIAGE BOLTS PER HINGE. PROVIDE 1/4" X 3/4" ALUM. HASP W/ 3/8" HOLE WELDED TO SIDERAIL.PROVIDE 3/4" HOLE IN DOOR FORHASP. DOOR TO MATCH WIDTH OF LADDER. USE NON-CONDUCTIVE WASHERS AND BUSHINGS AT HINGES, SEE DET.2/A5.

AutoCAD SHX Text LADDER & SECURITY DOOR BASIS OF DESIGN: PRECISION LADDERS, LLC MODEL #FL-06, FIXED LADDER W/ PLATFORM AND ROOF RETURN, SIM. AND SECURITY DOOR MODEL #SD-01, BOTH ALUM. MILL FINISH

AutoCAD SHX Text PROVIDE 1/4" THK. HDG WASHER OVER NON CONDUCTIVE WASHER, (UHMW OR EQ.), OVER NON CONDUCTIVE BUSHING, (UHMW OR EQ.) OVER WALL BRACKETS. SEAL W/ WP ELASTOMERIC SEALANT ON WASHER AND AROUND SCREW PENETRATIONS, TYP.

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(N) 3X4 STUD, FULL HT., TYP.

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(E) STUD @ 16" O.C.

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(N) WALL BRACKET @ 48" O.C.

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(N) 1/2" X 4" HEX LAG SCREW (HDG) TYP.

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(E) WOOD SIDING

(N) 1/2" X 4" HEX LAG SCREW (HDG) TYP.

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(N) WALL BRACKET @ 48" O.C.

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(E) WOOD SIDING

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TYPICAL PLAN DETAIL AT BRACKET

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SECTION X-X

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(E) SOLE PLATE

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(E) CONC. SLAB

(N) 3X4 STUD (#2 DF-L)

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(N) SIMPSON STRONG-TIE REINF. ANGLE MODEL NO. "A23", EA. SIDE, TOP & BOTTOM, TYP.

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SEE…

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