DrawingsSpecifications.pdf

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16024

AVERY WAREHOUSE

St. Joe Ranger Station

IDAHO PANHANDLE NATIONAL FOREST

AVERY, IDAHO

1804.18.16C O

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PROJECT NO:

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SUB SHEET NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

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A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

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MISSOULA

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JMD/CRM

JMD/CRM

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BUILDING SECTION

EXPLANATION OF SYMBOLS

B

WALL SECTION

ELEVATION

GRID LINE

DRAWING INDEX

PROJECT TEAM REPRESENTATIVE

ARCHITECTURAL ABBREVIATIONS

2 31

A1.1 : A4.5

ON SHEET

POSITION

DETAIL

TYPICAL SHEET LAYOUT

ORIGIN DETAIL APPEARS

SHEET OF SHEET WHERE

DETAIL CALLOUT

A1.1

A6.2

14112.1

WINDOW DESIGNATION

INTERIOR ELEVATION

ROOM NUMBER

DOOR NUMBER

A

EXTERIOR ELEVATION

A4.1

DETAIL SECTION

AB ANCHOR BOLT

ABV ABOVE

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

AWN AWNING

B/ BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM OR BENCHMARK

BRG BEARING

BTWN BETWEEN

BUR BUILT -UP ROOF

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CG CORNER GUARD

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

D DEEP

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIM(S) DIMENSIONS

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FLR FLOOR

FND FOUNDATION

FR FRAME

FT FEET/FOOT OR FIRE TREATED

FTNG FOOTING

GA GAUGE OR GAGE

GALV GALVANIZED

GB GYPSUM BOARD

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HANDICAP

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HTD HEATED

HVAC HEATING/VENTILATION & AIR CONDITIONING

ID INSIDE DIAMETER

INFO INFORMATION

ISO ISOCYANURATE

INSUL INSULATE / INSULATED / INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KIT KITCHEN

LONG / LENGTH

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LT LIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANIC(AL)

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER OR OVERFLOW DRAIN

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PL PLATEP

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYESTER OR POLYOLEFIN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED OR POINT

PVMT PAVEMENT

QTR QUARTER

QTY QUANTITY

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

RECY RECYCLE(D)

REF REFERENCE

REFRIG

REINF REINFORCE

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SFRM

SGL SINGLE

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SOD SLAB ON DECK

SOG SLAB ON GRADE

SOH SAME OPPOSITE HAND

SS STAINLESS STEEL

ST STONE TILE

STND STANDARD

STL STEEL

STRUCT STRUCTURAL

TEMP TEMPERED

THK THICK

THRESH THRESHOLD

T.O. TOP OF

TOBM TOP OF BEAM

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

T/ TOP OF

T&G TONGUE AND GROOVE

TEL TELEPHONE

THK THICK

TRANS TRANSOM

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL TILE

W WIDE OR WEST

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WATER HEATER

W/IN WITHIN

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

# NUMBER OR POUND

@ AT

REFRIGERATOR OR REFRIGERATION

SPRAY APPLIED FIRE RESISTIVE MATERIAL

EC EXISTING COLUMN

FIX'T FIXTURE

F.F. FINISH FLOOR

FRMG FRAMING

FRP FIBERGLASS REINFORCED PANEL

L

J-BOX JUNCTION BOX

OSB ORIENTED STRAND BOARD

PLUMB PLUMBING

QT QUARRY TILE

SF SQUARE FEET

SHTG SHEATHING

IDAHO PANHANDLE NATIONAL FOREST

OWNER'S REPRESENTATIVE

3815 SCHREIBER WAY

COEUR D' ALENE, ID 83861

208 765-7204

SET NO.

DATE: 04/18/16

ISSUED FOR:

PROJECT NO. 16024

VICINITY MAP

MICHAEL SHOUP

PROJECT LOCATION

NORTH

*IMAGE COURTESY OF GOOGLE MAPS

AVERY WAREHOUSE

COVER

ARCHITECTURAL

A0.1 ARCHITECTURAL SPECIFICATIONS

D2.1 DEMO MAIN FLOOR PLAN

A2.1 MAIN FLOOR PLAN

A4.1 EXTERIOR ELEVATIONS

A5.1 SECTIONS & DETAILS

A7.1 MAIN FLOOR RCP

A9.1 WALL TYPES & DOOR DETAILS

STRUCTURAL

S1.1 FOUNDATION PLAN & DETAILS

S2.1 ROOF FRAMING PLAN & DETAILS

S9.1 DETAILS & GENERAL STRUCTURAL NOTES

A&E ARCHITECTS

ARCHITECT

MISSOULA, MT 59802

406.721.5643

222 N HIGGINS AVE.

BEAUDETTE CONSULTING ENGINEERS

STRUCTURAL ENGINEER

MISSOULA, MT 59802

406.721.7315

131 WEST MAIN STREET

ACE INC.

MECHANICAL ENGINEER

MISSOULA, MT 59802

406.549.4160

101 EAST BROADWAY

ACE INC.

ELECTRICAL ENGINEER

MISSOULA, MT 59802

406.549.4160

101 EAST BROADWAY

ST. JO

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AVERY, ID 83802

ST. JOE RANGER RANGER DISTRICT, 34 HOYT DRIVE

DEFINITIONS

IN-KIND - NEW MATERIALS INDICATED TO MATCH IN-KIND SHALL REPLICATE

EXACTLY IN EVERY REGARD, THE ORIGINAL DETAIL, MATERIAL, TYPE, AND

FINISH OF ELEMENT TO BE REPLACES AS DETERMINED BY THE CONTRACTING

OFFICER.

MECHANICAL

M2.1 HVAC PLANS

M9.1 HVAC INFORMATION

PLUMBING

P2.1 PLUMBING PLANS

ELECTRICAL

E0.1 ELECTRICAL NOTES & LEGENDS

E1.1 ELECTRICAL DEMO & POWER PLAN

E7.1 ELECTRICAL LIGHTING PLAN

E9.1 ELECTRICAL NOTES & LEGENDS

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16024

AVERY WAREHOUSE

St. Joe Ranger Station

IDAHO PANHANDLE NATIONAL FOREST

AVERY, IDAHO

1804.18.16C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

PKG 1

0 1 2 3 4 5 6 7 8 9 10 inches

PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

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CRA

I H

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AIA

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AR-985227

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JMD/CRM

JMD/CRM

CRM

ARCHITECTURAL SPECIFICATIONS

SECTION 072119 - FOAMED-IN-PLACE INSULATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Closed-cell spray polyurethane foam.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.3 INFORMATIONAL SUBMITTALS

A. Product test reports.

B. Research reports.

PART 2 - PRODUCTS

2.1 CLOSED-CELL SPRAY POLYURETHANE FOAM

A. Closed-Cell Spray Polyurethane Foam: ASTM C 1029, Type II, minimum density of 1.5 lb/cu. ft. and minimum aged R-value at 1-inch thickness of 6.2 deg F x h x sq. ft./Btu at 75 deg F.

1. BASF Corporation.

2. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

a. Flame-Spread Index: 25 or less.

b. Smoke-Developed Index: 450 or less.

3. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with insulation manufacturer's written instructions applicable to products and applications.

B. Spray insulation to envelop entire area to be insulated and fill voids.

C. Apply in multiple passes to not exceed maximum thicknesses recommended by manufacturer. Do not spray into rising foam.

END OF SECTION 072119

SECTION 074113.13 - FORMED METAL ROOF PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes exposed-fastener, lap-seam, metal roof panels.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details.

C. Samples: For each type of metal panel indicated.

1.3 INFORMATIONAL SUBMITTALS

A. Product test reports.

B. Warranties: Sample of special warranties.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance data.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

B. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-forming equipment capable of producing metal panels warranted by manufacturer to be the same as factory-formed products. Maintain UL certification of portable roll-forming equipment for duration of work.

1.2 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period.

1. Warranty Period: Two years from date of Substantial Completion.

B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory-applied finishes within specified warranty period.

1. Finish Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592:

1. Wind Loads: As indicated on Drawings.

2. Other Design Loads: As indicated on Drawing

B. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. when tested according to ASTM E 1680 at the following test-pressure difference:

C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 1646 at the following test-pressure difference

D. Hydrostatic-Head Resistance: No water penetration when tested according to

ASTM E 2140

E. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind-uplift-resistance class indicated

1. Uplift Rating: UL 90

F. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F

2.2 EXPOSED-FASTENER, LAP-SEAM, METAL ROOF PANELS

A. General: Provide factory-formed metal roof panels designed to be installed by lapping side edges of adjacent panels and mechanically attaching panels to supports using exposed fasteners in side laps. Include accessories required for weathertight installation.

B. Tapered-Rib-Profile, Exposed-Fastener Metal Roof Panels: Formed with raised, trapezoidal major ribs and intermediate stiffening ribs symmetrically spaced between major ribs.

1. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A 653/A 653M, G90 coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A 792/A 792M, Class AZ50 coating designation;

structural quality. Prepainted by the coil-coating process to comply with

ASTM A 755/A 755M.

a. Nominal Thickness: 0.028 inch - Match Existing gauge

b. Exterior Finish: Two-coat fluoropolymer

c. Color: As selected by Contracting Officer from manufacturer's full range:

Match Existing

2. Major-Rib Spacing: Match existing rib spacing.

3. Panel Coverage: Match existing roof panel profile.

4. Panel Height: Match in- kind

2.3 UNDERLAYMENT MATERIALS

A. Felt Underlayment: ASTM D 226/D 226M, Type II (No. 30), asphalt-saturated organic felts.

B. Slip Sheet: Manufacturer's recommended slip sheet, of type required for application.

2.4 MISCELLANEOUS MATERIALS

A. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated.

1. Closures: Provide closures at eaves and ridges, fabricated of same metal as metal panels.

2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer.

3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction.

B. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance.

Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal panels.

C. Gutters and Downspouts: Formed from same material as roof panels according to SMACNA's "Architectural Sheet Metal Manual." Finish to match roof fascia and rake trim.

D. Roof Curbs: Fabricated from same material as roof panels, 0.048-inch nominal thickness; with bottom of skirt profiled to match roof panel profiles and with welded top box and integral full-length cricket. Fabricate curb subframing of 0.060-inch- nominal thickness, angle-, C-, or Z-shaped steel sheet. Fabricate curb and subframing to withstand indicated loads of size and height indicated. Finish roof curbs to match metal roof panels.

E. Panel Fasteners: Self-tapping screws designed to withstand design loads. Provide exposed fasteners with heads matching color of metal panels by means of plastic caps or factory-applied coating. Provide EPDM or PVC sealing washers for exposed fasteners.

F. Panel Sealants: Provide sealant types recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish.

1. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release-paper backing; 1/2 inch wide and 1/8 inch thick.

2. Joint Sealant: ASTM C 920; as recommended in writing by metal panel manufacturer.

3. Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311.

2.5 FABRICATION

A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements.

B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown.

C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel

D. Fabricate metal panel joints with factory-installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements.

E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated.

2.6 FINISHES

A. Panels and Accessories:

1. Two-Coat Fluoropolymer: AAMA 621 Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat.

2. Concealed Finish: White or light-colored acrylic or polyester backer finish.

PART 3 - EXECUTION

3.1 PREPARATION

A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal panel manufacturer's written recommendations.

3.2 UNDERLAYMENT INSTALLATION

A. Felt Underlayment: Apply at locations indicated on Drawings, in shingle fashion to shed water, and with lapped joints of not less than 2 inches.

1. Apply over the entire roof surface.

B. Slip Sheet: Apply slip sheet over underlayment before installing metal roof panels.

C. Flashings: Install flashings to cover underlayment to comply with requirements specified in Section 076200 "Sheet Metal Flashing and Trim."

3.3 METAL PANEL INSTALLATION

A. Lap-Seam Metal Panels: Fasten metal panels to supports with fasteners at each lapped joint at location and spacing recommended by manufacturer.

1. Lap ribbed or fluted sheets one full rib. Apply panels and associated items true to line for neat and weathertight enclosure.

2. Provide metal-backed washers under heads of exposed fasteners bearing on weather side of metal panels.

3. Locate and space exposed fasteners in uniform vertical and horizontal alignment.

Use proper tools to obtain controlled uniform compression for positive seal without rupture of washer.

4. Install screw fasteners with power tools having controlled torque adjusted to compress washer tightly without damage to washer, screw threads, or panels.

Install screws in predrilled holes.

5. Flash and seal panels with weather closures at perimeter of all openings.

6. Watertight Installation:

a. Apply a continuous ribbon of sealant or tape to seal lapped joints of metal panels, using sealant or tape as recommend by manufacturer on side laps of nesting-type panels and elsewhere as needed to make panels watertight.

b. Provide sealant or tape between panels and protruding equipment, vents, and accessories.

c. At panel splices, nest panels with minimum 6-inch end lap, sealed with sealant and fastened together by interlocking clamping plates.

B. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components.

C. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level. Install work with laps, joints, and seams that are permanently watertight.

3.4 CLEANING

A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions.

On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction.

END OF SECTION 074113.13

SECTION 074625 - WOOD SHINGLE AND SHAKE SIDING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Wood-shingle siding.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples: For each exposed product and for each color and finish specified.

1.3 INFORMATIONAL SUBMITTALS

A. Sample warranty.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance data.

1.5 QUALITY ASSURANCE

A. Grading Agency Qualifications: An independent testing and inspecting agency recognized by authorities having jurisdiction as qualified to label siding for compliance with referenced grading rules.

1.6 WARRANTY

A. Special Materials Warranty: Manufacturer's warranty administered by CSSB and on CSSB's standard form in which Manufacturer agrees to repair or replace CSSB-labeled products that fail in materials within specified warranty period. Material failures include manufacturing defects that result in leaks.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Grading Rules: Provide siding that complies with CSSB's grading rules for products indicated.

1. Identification: Attach a label to each bundle of siding that identifies manufacturer, type of product, grade, dimensions, and identification mark of grading agency.

2.2 UNDERCOURSING

A. Cedar Undercoursing Shingles: Smooth-sawn western red cedar shingles.

1. Size: Length matching exposed siding and in manufacturer's standard thickness

2. Grade: Undercoursing.

3. Finish: Match exposed siding

2.3 EXPOSED SHINGLE SIDING

A. Machine-Grooved Cedar Shingles: Rebutted-and-rejointed, machine-grooved, No. 1 grade, smooth-sawn western red cedar shingles.

1. Size: 24 inches long; 0.50 inch thick at butt.

2. Finish: Semisolid penetrating stain, oil based

a. Color: As selected by Contracting Officer. Match Existing.

2.4 ACCESSORIES

A. Felt Weather-Resistive Barrier: ASTM D 226/D 226M, Type II, asphalt-saturated organic felt, nonperforated.

B. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable rubberized-asphalt compound bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Advanced Building Products Inc.

b. Carlisle Residential; a division of Carlisle Construction Products .

c. Fiberweb Products, Clark/Hammerbeam Corp .

d. Fortifiber Building Systems Group.

e. Grace, W. R. & Co. - Conn.

f. MFM Building Products Corp.

g. Polyguard Products, Inc.

h. Sandell Manufacturing.

2. Minimum Overall Thickness: 0.020 inch

3. Primer for Flexible Flashing: Product recommended by manufacturer of flexible flashing for applicable substrate.

C. Nails: ASTM F 1667, stainless-steel, Type 316, wire nails, sharp pointed, and of sufficient length to penetrate a minimum of 3/4 inch into sheathing.

1. Shingles: Use box or casing nails.

2. Felt Weather-Resistive Barrier: Use roofing nails.

3. Nails in Contact with Metal Flashing: Use nails made from same metal as flashing.

PART 3 - EXECUTION

3.1 FELT WEATHER-RESISTIVE BARRIER INSTALLATION

A. General: Comply with felt manufacturer's written installation instructions and CSSB recommendations applicable to products and applications indicated unless more stringent requirements apply.

1. Apply horizontally with a 2-inch overlap and a 6-inch end lap. Wrap around inside and outside corners 4 inches

2. Apply felt to cover vertical flashing with a minimum 4-inch overlap unless otherwise indicated.

3.2 FLEXIBLE FLASHING INSTALLATION

A. Apply flexible flashing to comply with manufacturer's written instructions.

1. Prime substrates as recommended by flashing manufacturer.

3.3 SINGLE-COURSED WALLS

A. Install products according to manufacturer's written instructions and recommendations in CSSB's "Exterior and Interior Wall Manual."

B. Starter Undercourse: Install a single course of undercoursing at the base of the wall in a continuous straight line.

C. Exposed Siding: Install starter (first) course of exposed siding over starter undercourse with butts 1/2 inch lower than undercourse butts.

1. Install exposed siding courses with butt lines even.

2. Interior Corner Treatment: Butted against wood stop.

3. Exterior Corner Treatment: Mitered.

D. Weather Exposure and Spacing:

1. Shingles:

a. Maintain maximum weather exposure of 13 inches for 24-inch long shingles.

Match existing coursing and exposure

b. Space shingles to match existing conditions.

3.4 WOOD-SHINGLE-CLAD PANEL INSTALLATION

A. Install wood-shingle-clad-panel products according to manufacturer's written instructions.

END OF SECTION 074625

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes hollow-metal work.

1.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Sustainable Design Submittals:

C. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

1.4 INFORMATIONAL SUBMITTALS

A. Product test reports.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Curries - ASSA ABLOY

2.2 REGULATORY REQUIREMENTS

A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

1. Smoke- and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105.

2.3 INTERIOR DOORS AND FRAMES

A. Heavy-Duty Doors and Frames: SDI A250.8, Level 2.

1. Physical Performance: Level B according to SDI A250.4.

2. Doors:

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches

c. Face: Uncoated cold-rolled steel sheet, minimum thickness of 0.042 inch

d. Edge Construction: Model 1, Full Flush.

e. Core: Polyisocyanurate

3. Frames:

a. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch.

b. Frames: Fabricated from same thickness material as adjacent door frame.

c. Construction: Knocked down

4. Exposed Finish: Prime

2.4 EXTERIOR HOLLOW-METAL DOORS AND FRAMES

A. Heavy-Duty Doors and Frames: SDI A250.8, Level 2.

1. Physical Performance: Level B according to SDI A250.4.

2. Doors:

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches

c. Face: Metallic-coated steel sheet, minimum thickness of 0.042 inch, with minimum A40 coating.

d. Edge Construction: Model 2, Seamless.

e. Core: Manufacturer's standard insulation material.

3. Thermal-Rated Doors: Provide doors fabricated with thermal-resistance value (R-value) of not less than 2.1 deg F x h x sq. ft./Btu when tested according to

ASTM C 1363.

4. Frames:

a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating.

b. Construction: Full profile welded.

5. Exposed Finish: Prime.

A0.1

2.5 FRAME ANCHORS

A. Jamb Anchors:

1. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than

0.042 inch thick.

2. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors.

3. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- (9.5-mm-) diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.

B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.

2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at finish floor surface.

2.6 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B;

suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B.

D. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation;

mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.

E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

F. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials.

G. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing).

2.7 FABRICATION

A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness.

Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Hollow-Metal Doors:

1. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration.

2. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated.

C. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.

1. Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding.

2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

3. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted.

4. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs.

5. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:

1) Four anchors per jamb from 60 to 90 inches high.

b. Compression Type: Not less than two anchors in each frame.

c. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 26 inches o.c.

6. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware.

2.8 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: SDI A250.10.

B. Factory Finish: SDI A250.3.

1. Color and Gloss: As selected by Contracting Officer from manufacturer's full range

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hollow-Metal Frames: Install hollow-metal frames for doors, transoms, sidelites, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.

a. At fire-rated openings, install frames according to NFPA 80.

b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously;

grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

c. Install frames with removable stops located on secure side of opening.

d. Install door silencers in frames before grouting.

e. Remove temporary braces necessary for installation only after frames have been properly set and secured.

f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.

g. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors.

a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings.

3. In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions.

4. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch measured at jambs at floor.

B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary.

1. Non-Fire-Rated Steel Doors:

a. Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch .

b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch.

c. At Bottom of Door: 3/4 inch plus or minus 1/32 inch.

d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch.

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.

3. Smoke-Control Doors: Install doors and gaskets according to NFPA 105.

3.2 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable.

B. Remove grout and other bonding material from hollow-metal work immediately after installation.

C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

D. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.

END OF SECTION 081113

smjackson Typewritten Text

NOTE: BATT INSULATION CAN BE SUBSTITUTED

FOR SPRAY FOAM POLYURETHANE, MUST MEET

OR EXCEED R VAULE NOTED IN EACH LOCATION.

5 MAIN FLOOR WAREHOUSE PLAN

D2.1 : D2.1 1/8" = 1'-0"

D2.1

DEMO MAIN FLOOR PLAN

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16024

AVERY WAREHOUSE

St. Joe Ranger Station

IDAHO PANHANDLE NATIONAL FOREST

AVERY, IDAHO

1804.18.16C O

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PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

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JMD/CRM

JMD/CRM

CRM

'-0

EXIST. SLAB

F.F.L. = 100'-0"

EXIST. SLAB

F.F.L. = 100'-0"

SHOP

CORRIDOR

WOMENS TOIL.

MENS TOIL

UTILITY

MENS ADA SHOW.

ENGINE BAY

WORK OUT

EXIST. WORK OUT

EXIST. DRY STORAGE

SEED STORAGE

NORTH

EXIST. CONC. SLAB

F.F.L. = 100'-9"

EXIST. CONC. SLAB

F.F.L. = 100'-9"

4' -0

±166'-2"

±21'-8" ±21'-7"

'-2

±58'-91 2"±16'-91

4" ±62'-61 8"

'-0

REMOVE (E) WINDOW, FRAMES, TRIMS, AND HARDWARE IN THEIR ENTIRETY.

HATCH INDICATES APPROX. LOCATION TO REMOVE (E) 2X WALL AND SAW CUT AND

REMOVE (E) STEM WALL. PREPARE FOR (N) DOOR.

HATCH INDICATES APPROX. LOCATION TO REMOVE (E) 2X WALL. REMOVE APPROX. 4'-0" X

7'-0" AREA FOR (N) FRAMED OPENING, REFER TO A2.1. OPTION ITEM 1

HATCH INDICATES APPROX. AREA TO SAW CUT AND REMOVE (E) CONC. SLAB. PREPARE

FOR (N) CONC. STAIR AND LANDING. EXCAVATE AS NECESSARY.

DEMO KEYNOTES#GENERAL DEMO NOTES

DEMO LEGEND

±28'-01 4"

±1'-8" ±52'-101

8"

±12'-63 4"7'-11"

4'

-6

±8'-6 12"±30'-7" ±4'-5"±4'-5"

5' -0

" 1 1

(E) OVERHEAD DOOR, TRIMS, TRACKS, EQUIPMENT TO BE REMOVED IN THEIR ENTIRETY.

PREPARE FOR (N) WORK. OPTION ITEM 2

4 4 4 4

(E) 2X WALL AND CONC. STEM WALL TO BE REMOVED. COORDINATE EXTENT W/ (N)

OVERHEAD DOOR SIZE AND MANUFACTURER'S INSTALLATION INSTRUCTIONS AND

RECOMMENDATIONS. OPTION ITEM 2

5 5

(E) COLUMN TO BE REMOVED. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.

OPTION ITEM 2

6 6

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS AND EXTENTS

OF NEW WORK SHOWN IN THESE CONTRACT DOCUMENTS. NOTIFY CONTRACTING OFFICER

IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY ACTIVITIES TO LOCATE

AND PROTECT EXISTING SYSTEMS AND/OR STRUCTURES TO REMAIN PRIOR TO THE START

OF DEMOLITIONS WORK. TYPICAL.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF FINISHES TO REMAIN TO

ACCOMMODATE NEW SYSTEMS INSTALLATION. PATCH AND REPAIR FINISH TO MATCH

IN-KIND TO EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS DURING CONSTRUCTION,

TYPICALLY.

5. ANY ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK SHALL BE

REPLACED IN ITS ENTIRETY TO MATCH IN-KIND TO EXISTING AT CONTRACTOR'S EXPENSE.

UPON COMPLETION NEW AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE

A FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO MAINTAIN BUILDING

INTEGRITY THROUGHOUT CONSTRUCTION.

7. REFER TO SCOPE OF WORK SHEET D2.1 FOR ADDITIONAL INFORMATION REGARDING

BASE BID AND OPTION ITEMS, TYP.

OPTION ITEM 2

OPTION ITEM 1

OPTION ITEM 1

HATCH INDICATES APPROX. AREA EXCAVATE AS NECESSARY FOR (N) CONC SLAB AND

FOUNDATIONS, TYP. OPTION ITEM 1

SCOPE OF WORK

BASE BID ITEM

IN THE MAIN 4 BAY AREA; DEMOLISH THE EXISTING ELECTRICAL AND PLUMBING. INSTALL OPENINGS FOR TWO EXTERNAL DOORS ON THE BACK WALL. PREP AS NEEDED TO INSTALL INSULATION, R-20

IN WALLS AND R-38 IN CEILING. THE WALL AND CEILING COVERING SHALL BE 1

2" OSB. BOTH NEW DOORS SHALL BE 3'-6" METAL EXTERIOR DOORS. THE (1) PLUMBING LINE AND ALL ELECTRICAL WORK

SHALL BE SURFACE MOUNTED. THE PLUMBING LINE SHALL BE EXTENDED TO THE TREE COOLER AREA AND INCLUDE A SHUT OFF IN BAY 4. APPROXIMATELY (15) FIXTURES SEPARATED INTO 4 BANKS

OF LIGHTS WITH (3) THREE WAY SWITCHES AND ONE BANK WILL STAND ALONE. OUTLETS EVERY 4 FEET ON ALL WALLS AND (4) IN THE CEILING TO ACCOMMODATE FUTURE GARAGE OPENERS. THERE

SHALL BE (3) POWER SOURCES FOR NEW ELECTRIC HEATERS PROVIDED. THE BACK WALL SHALL HAVE POWER THAT CAN BE EXTENDED FOR OPTION 1 OUTSIDE THE BAY AREAS. INSTALL (3)

EXTERNAL BUILDING LIGHTS ON A TIMER.

OPTION ITEM 1

INSTALL A NEW SAW SHOP APPROXIMATELY 338 SQUARE FEET. INCLUDE A 4" CONCRETE SLAB, AND MATCH THE ADJACENT SHED. INSTALL POWER STRIPS IN ONE CORNER, (4) LIGHT FIXTURES, DOUBLE 4' DOORS, (1) EXHAUST FAN AND (1) 220 PLUG.

INSTALL A NEW WILDLIFE AREA SHED APPROXIMATELY 221 SQUARE FEET WITH (2) LIGHT FIXTURES AND OUTLETS ON 4 WALLS. INSTALL DOUBLE 3' DOORS, CLOSE IN THE EXISTING BAYS AND ADD (3)

OUTLETS. ALL WALLS INSULATED TO R-20 AND CEILINGS TO R-38. REPLACE (2) CEILING HEATERS IN THE SHOP BAY AND RESTROOM BAY (MATCH NEW CEILING HEATERS IN BASE BID). INSTALL (4)

AUTOMATIC GARAGE DOOR OPENERS.

OPTION ITEM 2

REPLACE THE (4) BAY OVERHEAD DOORS WITH (2) LARGE OVERHEAD INSULATED DOORS. MAINTAIN THE EXISTING DOOR HEIGHT. PROVIDE (2) GARAGE OPENERS TO OPERATE THE NEW OVERHEAD

DOOR.

7 REMOVE (E) PLYWOOD FINISH, PREPARE FOR (N) WORK.

SHADED INDICATES WALL ASSEMBLY TO BE REMOVED. COORDINATE W/ (N) WORK.

DN

A

B

C

1 3 9 10 11 12 13 14 15 162 4 5 6 7 8

5 MAIN FLOOR WAREHOUSE PLAN

A2.1 : A2.1 1/8" = 1'-0"

A2.1

MAIN FLOOR PLAN

EXIST. SLAB

F.F.L. = 100'-0"

EXIST. SLAB

F.F.L. = 100'-0"

FINISHED CONC. SLAB

F.F.L. = 100'-0"

SHOP

CORRIDOR

WOMENS TOIL.

MENS TOIL

UTILITY

MENS ADA SHOW.

ENGINE BAY

SAW SHOP

EXIST. WORK OUT

EXIST. DRY STORAGE

WILDLIFE STOR.

SEED STORAGE

FINISHED CONC. SLAB

F.F.L. = 100'-0"

3.

0.

9.

9.

EXIST. CONC. SLAB

F.F.L. = 100'-9"

EXIST. CONC. SLAB

F.F.L. = 100'-9"

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE WORK.

NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR CONFLICT PRIOR TO

COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE BETWEEN EXISTING

CONDITIONS AND THE REQUIREMENTS OF THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND MATERIALS SHALL BE

PROPERLY INTEGRATED TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS TRANSITION.

NEW SURFACES SHALL ALIGN WITH EXISTING ADJACENT SURFACES UNLESS NOTED

OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE RENOVATION

INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT SPECIFICALLY INDICATED BUT

NECESSARY TO COMPLETE THE WORK OUTLINED.

5. PATCH AND REPAIR ANY / ALL EXISTING WALL SURFACES AS NECESSARY TO PROVIDE

SUITABLE SUBSTRATE FOR NEW FINISHES OR FINISHED APPEARANCE OF EXISTING

ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES IMPACTED BY

CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACE AS NECESSARY.

7. MATCH EXISTING CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION TO FACE OF

STRUCTURAL FRAMING/FOUNDATION, U.N.O.

9. REFER TO SCOPE OF WORK SHEET D2.1 FOR ADDITIONAL INFORMATION REGARDING

BASE BID AND OPTION ITEMS, TYP.

(N) CLEAR COATED MTL. TUBE SAFETY RAILS AND HANDRAILS, SEE SECTION FOR

ADDITIONAL INFORMATION.

HATCH INDICATES APPROX. AREA TO INSTALL (N) 4" CONC. SLAB, REFER TO DETAILS AND

STRUCTURAL FOR ADDITIONAL INFORMATION, TYP. OPTION ITEM 2

WX

KEYNOTES#GENERAL NOTES

LEGEND

NORTH

W1

W1 W1

W1

W1

W1

W3 W3

W4

W1

A5.1

'-0

4' -0

±166'-2"

±21'-8" ±21'-7"

'-2

±58'-91 2"±16'-91

4" ±62'-07 8"

'-0

±28'-51 2"

±1'-8" ±52'-101

8"

±12'-63 4"7'-11"

4'

-6

±8'-6 12"±30'-7"11"3'-6" 3'-6" 11"

SYMBOL INDICATES WALL TYPE. REFER TO WALL TYPE LEGEND ON A9.1 FOR ADDITIONAL

INFORMATION.

HATCH INDICATES APPROX. AREA TO INSTALL (N) CONCRETE LANDING, STAIR AND

FOUNDATION, REFER TO DETAILS AND STRUCTURAL FOR ADDITIONAL INFORMATION, TYP.

INSTALL (N) 3'-6" X 7'-0" HM DOOR AND FRAME.

INSTALL (N) PAIR OF 3'-0" X 7'-0" HM DOORS, FRAME, HARDWARE, TOP AND BOTTOM FLUSH

BOLT LOCKING SYSTEM ONE SIDE. OPTION ITEM 1

INSTALL (N) RAYNOR OVERHEAD DOOR, TRIMS, TRACKS, EQUIPMENT, ETC. INSTALL PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TYP. OPTION

ITEM 2.

(N) HEADER / BLOCKING FOR (N) OVERHEAD DOOR AS REQUIRED. INSTALL STRUCTURAL

SUPPORT FOR (E) GLULAM. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. OPTION

ITEM 2

(N) OPENING, FRAME FOR 4'-0" X 7'-0" DOOR. OPTION ITEM 1

INSTALL (N) PAIR OF 4'-0" X 7'-0" HM DOORS, FRAME, HARDWARE, TOP AND BOTTOM FLUSH

BOLT LOCKING SYSTEM ONE SIDE. OPTION ITEM 1

1 1

5 5

6 6

(N) 2X WALL AND FOUNDATION, REFER TO WALL TYPE LEGEND, DETAILS AND STRUCTURAL

FOR ADDITIONAL INFORMATION. OPTION ITEM 1

A5.1

A5.1

A5.1

W4

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16024

AVERY WAREHOUSE

St. Joe Ranger Station

IDAHO PANHANDLE NATIONAL FOREST

AVERY, IDAHO

1804.18.16C O

N S

T R

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PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

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N

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I L

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CRA

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JMD/CRM

JMD/CRM

CRM

7.

7.

OPTION ITEM 2

OPTION ITEM 1

OPTION ITEM 1

A5.15'

-0

8 WORK OUT

(N) INFILL 2X WALL, REFER TO WALL TYPE LEGEND, DETAILS AND STRUCTURAL FOR

ADDITIONAL INFORMATION.

SHADED INDICATES (N) WALL ASSEMBLY.

6" 6"

6"

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16

2 1345678910111213141516

ABC A B C

1 NORTH ELEVATION

A2.1 : A4.1 1/8" = 1'-0"

5 SOUTH ELEVATION

A2.1 : A4.1 1/8" = 1'-0"

9 EAST ELEVATION

A2.1 : A4.1 1/8" = 1'-0" 10 WEST ELEVATION

A2.1 : A4.1 1/8" = 1'-0"

A4.1

EXTERIOR ELEVATIONS

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16024

AVERY WAREHOUSE

St. Joe Ranger Station

IDAHO PANHANDLE NATIONAL FOREST

AVERY, IDAHO

1804.18.16C O

N S

T R

U C

T

IO

N D

O C

U M

E N

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PKG 1

0 1 2 3 4 5 6 7 8 9 10 inches

PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

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JMD/CRM

JMD/CRM

CRM

SHADED AREA INDICATES AREA TO INSTALL (N) 2x6 WALL AND FOUNDATION. (N) MATERIALS

TO MATCH 'IN-KIND' TO (E) FOR A SEAMLESS TRANSITION, TYP. ENSURE (N) SHINGLE

COURSE ALIGNS WITH (E). REFER TO DETAILS AND STRUCTURAL FOR ADDITIONAL

INFORMATION. OPTION ITEM 1

KEYNOTES#GENERAL NOTES

LEGEND

INSTALL (N) PAIR OF 3'-0" X 7'-0" HM DOORS, FRAME, HARDWARE, TOP AND BOTTOM FLUSH

BOLT LOCKING SYSTEM ONE SIDE. OPTION ITEM 1

INSTALL (N) RAYNOR OVERHEAD DOOR, TRIMS, TRACKS, EQUIPMENT, ETC. INSTALL PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TYP. OPTION

ITEM 2.

(N) FOUNDATION. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. OPTION ITEM 1

2 3

4 4

(N) HEADER / BLOCKING FOR (N) OVERHEAD DOOR AS REQUIRED. REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION. OPTION ITEM 2

HATCH INDICATES APPROX. AREA TO REMOVE AND INSTALL (E) OR (N) SHINGLES AS

NECESSARY TO CREATE A SEAMLESS TRANSITION FROM (E) TO (N). ENSURE (N) SHINGLE

COURSE ALIGNS WITH (E). OPTION ITEM 1

5 5

6 6

6 666

(N) ROOF STRUCTURE AND MTL. ROOF TO MATCH 'IN-KIND" TO (E). MAINTAIN (E) SLOPE.

LOOSEN / REMOVE (E) MTL. ROOF MATERIAL AS NECESSARY AND OVERLAP 1'-0" MIN. WITH

(N) MATERIAL TO ENSURE A SEAMLESS, WATERTIGHT TRANSITION, TYP. INSTALL PER

MANUFACTURERS RECOMMENDATIONS. OPTION ITEM 1

INSTALL (N) SUPPORT FOR GLULAM BEAM INSIDE (E) WALL. REFER TO STRUCTURAL FOR

ADDITIONAL INFORMATION. OPTION ITEM 2

7 7

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE WORK.

NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR CONFLICT PRIOR TO

COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE BETWEEN EXISTING

CONDITIONS AND THE REQUIREMENTS OF THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND MATERIALS SHALL BE

PROPERLY INTEGRATED TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS TRANSITION.

NEW SURFACES SHALL ALIGN WITH EXISTING ADJACENT SURFACES UNLESS NOTED

OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE RENOVATION

INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT SPECIFICALLY INDICATED BUT

NECESSARY TO COMPLETE THE WORK OUTLINED.

5. PATCH AND REPAIR ANY / ALL EXISTING WALL SURFACES AS NECESSARY TO PROVIDE

SUITABLE SUBSTRATE FOR NEW FINISHES OR FINISHED APPEARANCE OF EXISTING

ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES IMPACTED BY

CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACE AS NECESSARY.

7. MATCH EXISTING CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION TO FACE OF

STRUCTURAL FRAMING/FOUNDATION, U.N.O.

9. REFER TO SCOPE OF WORK SHEET D2.1 FOR ADDITIONAL INFORMATION REGARDING

BASE BID AND OPTION ITEMS, TYP.

A5.1

A5.1

INSTALL (N) FLASHINGS AND TRIM TO MATCH IN-KIND TO (E), TYPICAL AT ALL (N) ROOF

LOCATIONS. OPTION ITEM 1

113.1 109.2

107.1107.2

INSTALL (N) PAIR OF 4'-0" X 7'-0" HM DOORS, FRAME, HARDWARE, TOP AND BOTTOM FLUSH

BOLT LOCKING SYSTEM ONE SIDE. OPTION ITEM 1

(N) EXHAUST FAN, COORDINATE EXACT LOCATION. REFER TO MECHANICAL AND

ELECTRICAL FOR ADDITIONAL INFORMATION, TYP.

(N) MAKE UP AIR INTAKE, COORDINATE EXACT LOCATION, REFER TO MECHANICAL AND

ELECTRICAL FOR ADDITIONAL INFORMATION, TYP.

(N) EXTERIOR LIGHTING, REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION.

COORDINATE HEIGHT WITH OWNERS REPRESENTATIVE.

11 11

8 8 smjackson Typewritten Text

OR R-38 BATT INSUL

smjackson Typewritten Text

NOTE: BATT INSULATION CAN BE SUBSTITUTED

FOR SPRAY FOAM POLYURETHANE, MUST MEET

A

B

C

1 3 9 10 11 12 13 14 15 162 4 5 6 7 8

5 MAIN FLOOR WAREHOUSE RCP

A7.1 : A7.1 1/8" = 1'-0"

A7.1

MAIN FLOOR RCP

SHOP

CORRIDOR

WOMENS TOIL.

MENS TOIL

UTILITY

MENS ADA SHOW.

ENGINE BAY

SAW SHOP

WORK OUT

110 EXIST. WORK OUT

EXIST. DRY STORAGE

WILDLIFE STOR.

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A D

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16024

AVERY WAREHOUSE

St. Joe Ranger Station

IDAHO PANHANDLE NATIONAL FOREST

AVERY, IDAHO

1804.18.16C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

PKG 1

0 1 2 3 4 5 6 7 8 9 10 inches

PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

H

S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

D

MISSOULA

E C

N

ES

I L

E C

T

CRA

I H

T

AIA

O

T

ET

A

IF

DA

AR-985227

O

JMD/CRM

JMD/CRM

CRM

SEED STORAGE

KEYNOTES#GENERAL NOTES

LEGEND

NORTH

'-0

±166'-2"

±21'-8" ±21'-7"

'-2

±58'-91 2"±16'-91

4" ±62'-07 8"

'-0

±28'-51 2"

±1'-8" ±52'-101

8"

(N) HEADER, REFER TO STRUCTURAL, TYP. OPTION ITEM 1

4 4

3 3

HATCH INDICATES APPROX. AREA TO REMOVE ALL (E) LIGHTING, CONDUIT, MECHANICAL

EQUIPMENT, AND ALL ASSOCIATED ACCESSORIES PER ELECTRICAL AND MECHANICAL.

REFER TO ELECTRICAL AND MECHANICAL FOR ADDITIONAL INFORMATION. INSTALL (N)

SPRAY POLYURETHANE FOAM, CLOSED CELL INSULATION, IN THE ROOF STRUCTURE.

ACHIEVE A VALUE OF R-38 MIN. INSTALL 1

2" OSB CEILING FINISH FOLLOWING SPRAY FOAM

INSTALLATION, PAINT WHITE PER OWNER'S REPRESENTATIVE.

1 1

REUSE (E) WINDOW HEADER FOR (N) DOOR IF POSSIBLE. INSTALL (N) HEADER IF

NECESSARY, REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.

(N) HEADER / BLOCKING FOR (N) OVERHEAD DOOR AS REQUIRED. INSTALL STRUCTURAL

SUPPORT FOR (E) GLULAM. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.

OPTION ITEM 2

A5.1

SYMBOL REPRESENTS APPROX. LOCATION FOR (N) LENSED LINEAR LED STRIP LIGHTING.

REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION.

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE WORK.

NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR CONFLICT PRIOR TO

COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE BETWEEN EXISTING

CONDITIONS AND THE REQUIREMENTS OF THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND MATERIALS SHALL BE

PROPERLY INTEGRATED TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS TRANSITION.

NEW SURFACES SHALL ALIGN WITH EXISTING ADJACENT SURFACES UNLESS NOTED

OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE RENOVATION

INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT SPECIFICALLY INDICATED BUT

NECESSARY TO COMPLETE THE WORK OUTLINED.

5. PATCH AND REPAIR ANY / ALL EXISTING WALL SURFACES AS NECESSARY TO PROVIDE

SUITABLE SUBSTRATE FOR NEW FINISHES OR FINISHED APPEARANCE OF EXISTING

ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES IMPACTED BY

CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACE AS NECESSARY.

7. MATCH EXISTING CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION TO FACE OF

STRUCTURAL FRAMING/FOUNDATION, U.N.O.

9. REFER TO SCOPE OF WORK SHEET D2.1 FOR ADDITIONAL INFORMATION REGARDING

BASE BID AND OPTION ITEMS, TYP.

SYMBOL REPRESENTS APPROX. LOCATION FOR (N) EXTERIOR LIGHTING. REFER TO

ELECTRICAL FOR ADDITIONAL INFORMATION.

A5.1

A5.1

A5.1

INSTALL (N) RAYNOR OVERHEAD DOOR, TRIMS, TRACKS, EQUIPMENT, ETC. INSTALL PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, TYP. OPTION

ITEM 2.

(N) ROOF STRUCTURE AND MTL. ROOF TO MATCH 'IN-KIND" TO (E). REMOVE (E) MTL. ROOF

MATERIAL AS NECESSARY AND OVERLAP 1'-0" MIN. WITH (N) MATERIAL TO ENSURE A

SEAMLESS, WATERTIGHT TRANSITION, TYP. INSTALL PER MANUFACTURERS

RECOMMENDATIONS. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. OPTION

ITEM 1

6 6

SYMBOL…