B08_Solicitation_(Attachment_2_-Drawings_-_31_pages).pdf

PATIO

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SIDEWALK

EDUCATION CENTER

BLDG NO. 1

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B L D G

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R E S

ID

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B L D G

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B L D G

N O

CABIN

SITE LOCATION

LOCATION OF WORK

STAGING AREA:

LIMIT OF 5 PARKING STALLS AND 15'X30'

TURF AND AGGREGATE CAMPER PAD

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

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Home Education Center Fire Suppression

Homestead National Historic Park

8523 NE-4

Beatrice, NE 68310

CONSTRUCTION DRAWINGS

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07310024- 0- 0 COVER SHEET

Home Education Center Fire Suppression Homestead National Historic Park

8523 NE-4

Beatrice, NE 68310

JEFFERY E. KULHANEK

National Park Service

Home Education Center Fire Suppression

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FP100 SITE PLAN AND NOTES - FIRE PROTECTION

FIRE PROTECTION

FP101 FLOOR PLAN - FIRE PROTECTION

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FP103 FIRE PUMP - FIRE PROTECTION

CIVIL

C 00 SITE SPECIFICATIONS & GENERAL NOTES

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E 03 ELECTRICAL SPECIFICATIONS

E 04 ELECTRICAL SPECIFICATIONS

E101 FLOOR PLANS - ELECTRICAL

E501 ELECTRICAL DETAILS

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jkulhanek KM_C224e-20191028135059 jkulhanek KM_C224e-20190905063045 jkulhanek Typewritten Text 12/16/22

1044 North 115th Street | Suite 300 Omaha, NE 68154

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HOMESTEAD NATIONAL MONUMENT OF AMERICA

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XXXX

DX

XREFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

SYMBOL LEGEND

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

ABBREVIATIONS

REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

ARCHITECTURAL SHEET LIST

X

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F

FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR

COVEREDCOV

CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

CBU CEMENTITIOUS BACKER

UNIT

F FLUSH or FRAME

FG FULL GLASS

G GLASS or GLASS TYPE

HG HALF GLASS

V VISION

SL SLIDING

BF(2) BIFOLD (DOUBLE)

IG INSULATED GLASS

SS SOLID SURFACE

WIDTH DEPTH

HEIGHT

CABINET DESIGN

SERIES MODELCASEWORK

TAG

DWR DRAWER

CAB CABINET

SHV SHELF OR SHELVES

SNGL SINGLE

GENERAL NOTES

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

NV NARROW VISION

MICRO MICROWAVE

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

SECTION/

DETAIL

PLAN

DETAIL

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

NORTH PLAN

NORTH

TRUE

NORTH

APPLICABLE CODE NOTES:

A 00 ARCHITECTURAL INFO

SHEET

A 01 ARCHITECTURAL SPECS

A 02 ARCHITECTURAL SPECS

A101 FLOOR PLANS,

ELEVATIONS, SCHEDULES

A401 SECTIONS, DETAILS

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR VARIATIONS FROM THOSE SHOWN

ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO

ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO DETERMINE

THEIR FULL SCOPE OF WORK.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE RESPONSIBLE FOR SAME.

CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS. COORDINATE THE WORK AND SHOP

DRAWINGS WITH ALL OTHER TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. FULL-TONE LINES

INDICATE NEW OR RELOCATED CONSTRUCTION.

E. BUILDING ELEVATION XXX.X' ON THE SITE PLAN EQUALS ELEVATION 100'-0" ON THE ARCHITECTURAL

PLANS.

F. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE, GYPSUM WALL BOARD, AND

METAL FRAMES; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED OTHERWISE.

G. ALL ANGLES ON THE FLOOR PLANS ARE 45 OR 90 DEGREES UNLESS OTHERWISE INDICATED.

H. SEE SHEET A101 FOR DOOR AND ROOM FINISH SCHEDULES.

I. SEE SHEET A101 FOR PARTITION TYPES AND NOTES.

1 STRUCTURAL STOOP, SEE STR.

2 PREFINISHED MET DOWNSPOUT

3 6" METAL GUTTER WITH 4"X6" METAL DOWNSPOUTS

4 OUTLINE OF ROOF ABOVE

5 OUTLINE OF BUILDING BELOW

6 36" X 36" ROOF HATCH WITH CRICKETS AS REQUIRED ON THE HIGH SIDE OF OPENING- ROOF HATCH

TO OPEN FULLY TO ALLOW REMOVAL OF TURBINE FIRE PUMP. COORDINATE ROOF HATCH

LOCATION WITH EQUIPMENT.

7 PRECAST CONC. SPLASHBLOCK

8 CONC CURB - SEE STR

9 MECH ROOF PENETRATION - COORDINATION LOCATION WITH FIRE PROTECTION SHEETS AND

EQUIPMENT

5 31

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

ENERGY :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

FIRE SEPARATION ASSEMBLIES

EXITS

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

U

VB

2010 ADA

NA

2021 IECC

2021 IBC

OFFICE

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

184 SF

184 SF

DATE INITIAL

nboesch KM_C224e-20221215171124

SECTION 073110 - SHINGLES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Multi-Width Synthetic shake shingles, underlayment, flashings, fasteners, and accessories

1.2 RELATED SECTIONS

A. Section 076200 - Flashing and Sheet Metal

1.3 REFERENCES

A. American Society for Testing and Materials (ASTM)

1. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing

2. ASTM E 108 (UL 790) - Standard Test Methods for Fire Tests of Roof Coverings

B. Underwriters Laboratories (UL)

1. ASTM E 108 (UL 790) - Standard Test Methods for Fire Tests of Roof Coverings

C. International Code Council (ICC): ES Acceptance Criteria AC07 Section 4.9

1.4 PERFORMANCE REQUIREMENTS

A. Shake roof system to consist of manufactured synthetic shakes attached to structural substrate to form weather tight roof envelope with no measurable water penetration B. Shakes shall be manufactured with variations in size, textured faces and edges, and no less than ¾” thickness to provide a realistic installed appearance C. Shakes shall be manufactured with no variation in color D. Method of attachments shall be designed to adequately resist wind uplift for roof configuration and project location

1.5 SUBMITTALS

A. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Shingles, underlayment, flashings, fasteners, and accessories indicating composition, properties, and dimensions. Provide data showing compliance with specified requirements

2. Preparation instructions and recommendations

3. Storage and handling requirements and recommendations

4. Installation methods

B. Shop Drawings: Drawings illustrating shingle layout, method of attachment, flashings, trim, conditions at eaves, intersections with adjacent materials, and other installation details C. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and surface textures D. Verification Samples: For each finish product specified, two samples, representing actual product, color, and texture

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturer of synthetic shingles B. Installer Qualifications: Company specializing in installing shingle roof systems with 5 years minimum experience

1.7 DELIVERY, STORAGE, AND HANDLING

A. Ship in bundles of shingles. Bundles shall be assembled such that sorting at job site is not required B. Deliver shingles to site in manufacturer's unopened, labeled bundles. Promptly verify quantities and condition. Immediately remove damaged products from site C. Store products in protected environment, clear of ground, moisture, UV, and protected from traffic and construction activities.

Store shingles on edge no more than 2 pallets high, do not store flat. Do not store on site for prolonged period unless weather and UV protected D. Store synthetic shake products at temperature between 40- and 120-degrees F E. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction

1.8 PROJECT CONDITIONS

A. Anticipate and observe environmental conditions (temperature, humidity, and moisture) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits

1.9 WARRANTY

A. Warranty Requirements:

1. Manufacturer's 50 years warranty for manufacturing defects that results in leaks under normal weather and use conditions

2. Installer's 2 years total roof system warranty including underlayment, flashings, trim, and other roof components against water penetration

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: CeDUR manufactured by Colorado Roofing Products, LLC, which is located at: 3590 Himalaya Road, Aurora, CO 80011; Toll Free Tel: (844) 974-9196; Tel: (720) 974-9200; Fax: (720) 974-3193; Email: Info@CeDUR.com, Web:

www.cedur.com B. Substitutions: Not permitted

2.2 SYNTHETIC SHAKE SHINGLES

A. Lightweight, synthetic shakes with the appearance, color, texture, and thickness of natural wood shakes

1. Product: Multi-Width Shake as manufactured by CeDUR

2. Material: Engineered polymer formulated from 100 percent virgin polyurethanes to ensure high quality and consistency of raw materials. Use of recycled materials is not acceptable

3. Attributes:

a. Fire resistance: Class A (without the use of Class A rated underlayment’s) tested in accordance with ASTM E 108/UL 790 b.Impact resistance: Class 4 to withstand two drops of 2 inches diameter, 1.2 pounds steel ball dropped from 20 feet tested in accordance with UL 2218

c. Freeze-thaw resistance: No crazing, cracking, or other deleterious surface changes after one-month exposure with temperature cycled from -40 to +180 degrees F in 22 hours tested in accordance with International Code Council (ICC) – ES Acceptance Criteria AC07 Section 4.9

d. Accelerated weathering: Little change after 2,500 hours exposure to ultraviolet (UV) radiation, elevated temperature, moisture, and thermal shock tested in accordance with International Code Council (ICC) – ES Acceptance Criteria AC07 Section 4.9

e. Installed weight:

1. At 9 inches exposure: 188 pounds per square

2. At 10 inches exposure: 170 pounds per square

3. Profile: Solid polyurethane product manufactured in a rectangular shape with exposed to view upper surface and edges textured to resemble natural wood shake

4. Size: Shake

a. Thickness: Varies from 1/8 inch at top to ¾ inch at bottom b.Length: 23.75 inches

c. Variable widths: 5, 7, and 12 inches to create appearance of random sized natural wood shake

5. Starter Shingle: Provide 15 inches long by 15 inches wide

6. Markings: Form shingles with markings on upper surface to indicate nailing locations along with manufacturers quality markings

7. Color: Provide shingles in single color comparable to natural wood shakes, no color stabilizers allowed providing a natural aging process. Verify color with COR.

8. Shake Pattern: Provide shakes factory blended single color and widths to create installed appearance designated as follows

a. Walden by CeDUR

2.3 ACCESSORIES

A. Underlayment: Architecturally specified underlayment that meets ASTM D226 requirement.

B. Waterproof Sheet Membrane: Cold applied, self-adhering waterproof membrane composed of polyethylene film coated one side with rubberized asphalt adhesive

1. Thickness: 40 mils

2. Low temperature flexibility: Unaffected at minus 32 degrees F

SECTION 073110 - SHINGLES - CONTINUED

3. Minimum tensile strength: 250 psi

4. Minimum elongation: 250 percent

5. Permeance: 0.05 perms maximum

C. Flashing: Fabricate from sheet to profiles and dimensions indicated on Drawings and approved shop drawings and in accordance with general requirements specified in Section 07 60 00 – Flashing and Sheet Metal

1. Material: No less than 26 gauge galvanized steel

2. Linear components: Form in longest possible lengths with 8 feet as minimum

3. Counter Flashings: Extend 5 inches minimum up vertical surfaces and 5 inches minimum under shingles

4. Valley flashings: 24 inches minimum width and extending 11 inches minimum from valley center line

5. Fabricate eave flashings with bottom edge formed outward ¼ inch and hemmed to form drip

D. Fasteners: 3/8-inch ring shank flat head nails 1-3/4 inches long

1. Material: Stainless steel

2. Material: Hot-dipped galvanized

PART 3 - EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared B. If substrate preparation is the responsibility of another installer, notify COR of unsatisfactory preparation before proceeding

3.2 PREPERATION

A. Coordinate installation with provision of gutters and downspouts specified in Section 07 60 00 -Flashing and Sheet Metal B. Inspect roof framing and plywood or OSB substrate. Verify roof is complete, rigid, braced, and deck members are securely fastened. Ensure proper ventilation has been provided for roof space. Do not proceed with roofing until deficiencies are addressed C. Verify roof deck is clean, dry, and ready to receive synthetic shake shingles D. Remove dirt, loose fasteners, and other protrusions from roof surface

3.3 INSTALLATION GENERAL

A. Install self-adhered waterproof sheet membrane on the eaves. Cover the waterproof sheet membrane and the remaining portions of the roof as scheduled with the approved underlayment(s). Then install waterproof sheet membrane in valleys, along walls and around projections terminating on top of underlayment

3.4 UNDERLAYMENT INSTALLATION

A. Stripping Ply: A full sheet of self-adhered waterproof sheet membrane is required in all valleys. At least 18 inches (457 mm) shall be required on all gable ends, against walls, and around projections

1. In areas where the average daily temperature in January is 25 degrees F (-4 degrees C) or lower or where ice buildup is possible, install self-adhered waterproof sheet membrane from the bottom edge extending two feet (610 mm) above the exterior wall line on all eaves

B. Install waterproof sheet membrane over full roof area. Apply waterproof sheet membrane in fair weather at temperatures of 40 degrees F (4 degrees C) or higher. Adhere and attach as recommended by manufacturer of waterproof sheet membrane

1. Start underlayment installation at lower edge of roof. Install perpendicular to roof slope with 4 inches (102 mm) minimum side laps and 6 inches (152 mm) minimum end laps. Extend underlayment 4 inches (102 mm) minimum up vertical wall intersections

2. Do not leave underlayment membrane exposed for lengthy period of time. Exercise care not to puncture or tear underlayment barrier with subsequent roofing operations

3.5 FLASHING INSTALLATION

A. Install overhanging drip edge on eaves and gable ends and metal flashings at valleys, ridges, hips, roof curbs, penetrations, and intersections with vertical surfaces in accordance with Section 07 60 00 -Flashing and Sheet Metal B. Weather lap joints 2 inches minimum and seal with sealant as specified in Section 07 91 26 -Joint Fillers C. Secure in place with clips, nails, or other fasteners

3.6 INSTALLATION – GENERAL

A. Install synthetic shakes in accordance with manufacturer's instructions and approved shop drawings B. Accurately layout shingles. Ensure that edges are parallel and perpendicular to roof eaves C. Cutting: Layout work to avoid cutting shingles.

1. At gables and vertical intersections, vary combination of shingle widths and spacing of shingles to avoid cutting

2. If cutting is required, place shingle such that cut edge is not exposed

3. Use circular saw or straight edge and utility knife if cuts are necessary

3.7 SHAKE SHINGLE INSTALLATION

A. Install shingles in a rack or pyramid style from factory assembled bundles B. Exposure: Install shingles in staggered pattern with 9 inches exposure and bottom edges of adjacent shingles staggered 1 inch (25 mm) C. Spacing: Provide 1/4 - 3/8-inch gap between shingles to allow for expansion and contraction D. Stagger shingle joints in one course 1-1/2 inches minimum from joints in course below E. Eaves: Install row of starter shingles at eaves as base layer. Project eave shingles approximately 1 inch, 1/8 inch past overhanging drip edge, or as required to allow water to drain into gutter or off eave as indicated or required F. Gables: Project shingles approximately 3/4 inch beyond gable rakes or 1/8 inch past overhanging drip edge G. Ridges and Hips: After field shingle installation is complete, install preformed 5-inch CeDUR Hip/Ridge

1. Ridges: Use 5” CeDUR preformed Hip/Ridge shakes with 10” exposure. Start ridge shingles at leeward end. Face shingle laps away from prevailing wind

2. Hips: Use 5” CeDUR preformed Hip/Ridge shakes with 10” exposure. Start hip course at eave

H. Fastening: Attach each shingle to wood deck with 2 or 3 nails depending on shake size using hammer or pneumatic nail gun.

1. Place nails at locations indicated on shingles

2. Ensure good penetration but do not overdrive nail. Do not nail at angle. Ensure head is flush with shingle surface to avoid creating craters

3. At valleys do not nail shingles within 5 inches of valley center line

J. Snow Guards: Install snow guards in areas where snow fall is possible

3.8 FIELD QUALITY CONTROL

A. Inspect units as they are installed. Do not install cracked, broken, twisted, curled, or otherwise damaged units B. As work progresses, exercise care not to scratch or mar installed units. Units damaged during installation shall be immediately removed and discarded C. After approximately 200 units have been installed, inspect roof from ground. Verify proper layout and appearance. Repeat inspection every 200 shingles D. Visually inspect complete installation to ensure that it is weather tight

3.9 CLEANING AND PROTECTION

A. Remove excess materials and debris from finished surfaces and adjacent roof areas B. Do not allow work force on completed roof C. Protect installed products until completion of project D. Touch-up, repair or replace damaged products before Substantial Completion

END OF SECTION

SECTION 074293 - METAL SOFFIT PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes metal soffit 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: Samples of special warranties.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance data.

1.5 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.

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.

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. Deflection Limits: For wind loads, no greater than 1/240 of the span.

B. Air Infiltration: Air leakage of not more than [0.3 L/s per sq. m (0.06 cfm/sq. ft.)] when tested according to ASTM E 283 at the following test-pressure difference:

1. Test-Pressure Difference: [75 Pa (1.57 lbf/sq. ft.)] [300 Pa (6.24 lbf/sq. ft.)].

C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 331 at the following test-pressure difference:

1. Test-Pressure Difference: [137 Pa (2.86 lbf/sq. ft.)] [300 Pa (6.24 lbf/sq. ft.)].

D. 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): [67 deg C (120 deg F), 100 deg C (180 deg F).

SECTION 074293 - METAL SOFFIT PANELS - CONTINUED

2.2 METAL SOFFIT PANELS

A. General: Provide metal soffit panels designed to be installed by lapping and interconnecting side edges of adjacent panels and mechanically attaching through panel to supports using concealed fasteners in side laps. Include accessories required for weathertight installation.

B. Metal Soffit Panels: Flush/reveal profile.

1. Finish: As selected by Archtiect from manufacturer’s full range of colors.

2. Sealant: Factory applied within interlocking joint.

C. Flush-Profile Metal Soffit Panels [Solid] [Perforated] panels formed with vertical panel edges and [intermediate stiffening ribs symmetrically spaced] [a flat pan] between panel edges; with flush joint between panels.

1. Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:

2.3 MISCELLANEOUS MATERIALS

A. Miscellaneous Metal Subframing and Furring: ASTM C 645, cold-formed, metallic-coated steel sheet, ASTM A 653/A 653M, G90 (Z275 hot-dip galvanized) coating designation or ASTM A 792/A 792M, Class AZM150 (Class AZ50) aluminum-zinc-alloy coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal panel system.

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

1. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene;

minimum 1-inch thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction.

C. 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. Finish flashing and trim with same finish system as adjacent metal panels.

D. 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.

E. 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; 1/8 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.

2.4 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.

2.5 FINISHES

A. Panels and Accessories:

1. Two-Coat Fluoropolymer: AAMA 621, AAMA 620. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

3. Siliconized Polyester: Epoxy primer and silicone-modified, polyester-enamel topcoat; with a dry film thickness of not less than

0.2 mil for primer and 0.8 mil for topcoat.

4. 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.

1. Soffit Framing: Clip furring channels to supports as required to comply with requirements for assemblies indicated.

3.2 METAL PANEL INSTALLATION

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

1. 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.

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 as indicated.

Install work with laps, joints, and seams that are permanently watertight.

3.3 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

SECTION 074643.13 - ENGINEERED WOOD SIDING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Engineered wood siding.

a. Lap siding.

2. Accessories.

B. Related Requirements:

1. Section 072726 "Fluid-Applied Membrane Air Barriers" for vapor-retarding and vapor-permeable fluid-applied air barriers.

1.2 DEFINITIONS

A. Treated Engineered Wood: Engineered wood products manufactured for exterior use treated with manufacturer's proprietary process to resist fungal decay and termite damage.

1.3 COORDINATION

A. Coordinate engineered wood siding installation with flashings, trim, and construction of other adjoining work to ensure proper sequencing, construction progress, and to provide a leakproof, secure, and noncorrosive installation.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Homestead National Monument of America, 8523 NE-4, Beatrice, Ne 68310.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For engineered wood siding Installer.

B. Product Certificates: For each type of enginereed wood siding.

C. Research/Evaluation Reports: For each type of enginereered wood siding required, from ICC-ES.

D. Sample Warranty: For special warranty.

1.6 CLOSEOUT SUBMITTALS

A. Maintenance Data: For each type of product, including related accessories, to include in maintenance manuals.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Furnish full lengths of engineered wood siding including related accessories, in a quantity equal to 2 percent of amount installed.

1.8 QUALITY ASSURANCE

A. Installer Qualifications: Installers trained by siding manufacturer.

B. Panel to comply with HUD-UM-40c - HUD Building Product Standards and Certification Program for Plywood and Other Performance Rated Wood-Based Structural-Use Panels.

SECTION 071326 - SELF ADHERING WATERPROOFING MEMBRANE

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Surface preparation.

B. Application of rolled, self-adhering waterproofing membrane system.

1.02 SUBMITTALS

A Submit manufacturer's product data and application instructions.

PART 2 - PRODUCTS

2.01 MANUFACTURER

A. W.R. MEADOWS, Inc.,. HYPERLINK "http://www.wrmeadows.com" www.wrmeadows.com.

B. Or equal as approved by Contracting Officer or Architect.

2.02 MATERIALS

A. Rolled, Self-Adhering Waterproofing Membrane: Polymeric waterproofing membrane protected by release paper on cross-laminated polyethylene carrier film with exposed polymeric membrane strips on both sides protected by pull-off release strips.

1. Performance Based Specification: Waterproofing membrane shall have the following characteristics:

a. Compliance: AREMA Specification Chapter 29 - Waterproofing.

b. Thickness:

1) Carrier Film: 4 mils.

2) Polymeric Membrane: 56 mils.

c. Tensile Strength, ASTM D412, Die C:

1) Carrier Film: 5,900 psi minimum.

2) Polymeric Membrane: 460 psi minimum.

d. Elongation, ASTM D412, Die C: Polymeric Membrane: 971 % minimum.

e. Peel Adhesion, ASTM D903: 11.8 lbf/in.

f. Lap Adhesion, ASTM D1876: 8.62 lbf/in.

g. Water Vapor Permeability, ASTM E96, Method B: 0.036 perms.

h. Water Absorption, ASTM D570: 0.1 percent, 72 hours maximum.

i. Resistance to Hydrostatic Head: Equivalent to 230.9 feet of water.

j. Puncture Resistance, ASTM E154: 48.2 lbf .

k. Exposure to Fungi, Soil Test: Pass, 16 weeks.

l. Color:

1) Carrier Film: White.

2) Polymeric Membrane: Black.

2.03 ACCESSORIES

A. Surface Conditioner:

1. Temperatures Above 40oF (4oC): Mel-Prime Water Base Primer.

2. Temperatures Above 0oF (-18oC): Mel-Prime VOC Compliant Solvent Base Primer or Standard Solvent Base Primer.

B. Pointing Mastic: POINTING MASTIC.

C. Corner Tape: DETAIL STRIP.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine surfaces to receive self-adhering membrane. Notify Architect if surfaces are not acceptable. Do not begin surface preparation or application until unacceptable conditions have been corrected.

3.02 SURFACE PREPARATION

A. Protect adjacent surfaces not designated to receive waterproofing.

B. Seal all terminations with pointing mastic.

C. Per manufactures recommendations

3.03 APPLICATION

A. Horizontal Application

1. Apply waterproofing membrane system in accordance with manufacturer's instructions.

B. Vertical Application

1. Apply waterproofing membrane system in accordance with manufacturer's instructions.

3.04 PROTECTION

A. Protect membrane on vertical and horizontal applications with immediate application of waterproofing protection course, rolled matrix drainage board.

B. Backfill immediately using care to avoid damaging waterproofing membrane system.

END OF SECTION

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

c. Ultimate Elongation: Minimum 250 percent; ASTM D 412, Die C.

d. Adhesion to Substrate: Minimum 16 lbf/sq. in. when tested according to ASTM D 4541.

e. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly if applicable.

f. UV Resistance: Can be exposed to sunlight for 180 days according to manufacturer's written instructions.

2.3 ACCESSORY MATERIALS

A. Requirement: Provide primers, transition strips, termination strips, joint reinforcing fabric and strips, joint sealants, counterflashing strips, flashing sheets and metal termination bars, termination mastic, substrate patching materials, adhesives, tapes, foam sealants, lap sealants, and other accessory materials that are recommended in writing by air-barrier manufacturer to produce a complete air-barrier assembly and that are compatible with primary air-barrier material and adjacent construction to which they may seal.

PART 3 - EXECUTION

3.1 SURFACE PREPARATION

A. Clean, prepare, treat, fill, and seal substrate and joints and cracks in substrate according to manufacturer's written instructions and details. Provide clean, dust-free, and dry substrate for air-barrier application.

B. Mask off adjoining surfaces not covered by air barrier to prevent spillage and overspray affecting other construction.

C. Remove fins, ridges and other projections and fill honeycomb, aggregate pockets, holes, and other voids in concrete with substrate-patching material.

D. At changes in substrate plane, apply sealant or termination mastic beads at sharp corners and edges to form a smooth transition from one plane to another.

E. Bridge isolation joints, expansion joints, and discontinuous wall-to-wall, deck-to-wall, and deck-to-deck joints with air-barrier accessory material that accommodates joint movement according to manufacturer's written instructions and details.

3.2 INSTALLATION

A. Install materials according to air-barrier manufacturer's written instructions and details to form a seal with adjacent construction and ensure continuity of air and water barrier.

1. Coordinate the installation of air barrier with installation of roofing membrane and base flashing to ensure continuity of air barrier with roofing membrane.

2. Install transition strip on roofing membrane or base flashing so that a minimum of 3 inches of coverage is achieved over each substrate.

3. Unless manufacturer recommends in writing against priming, apply primer to substrates at required rate and allow it to dry.

4. Apply primer to substrates at required rate and allow it to dry. Limit priming to areas that will be covered by air-barrier material on same day. Reprime areas exposed for more than 24 hours.

B. Connect and seal exterior wall air-barrier material continuously to roofing-membrane air barrier, concrete below-grade structures, floor-to-floor construction, exterior glazing and window systems, glazed curtain-wall systems, storefront systems, exterior louvers, exterior door framing, and other construction used in exterior wall openings, using accessory materials.

C. Wall Openings: Prime concealed, perimeter frame surfaces of windows, curtain walls, storefronts, and doors. Apply transition strip so that a minimum of 3 inches of coverage is achieved over each substrate. Maintain 3 inches of full contact over firm bearing to perimeter frames, with not less than 1 inch of full contact.

D. Repair punctures, voids, and deficient lapped seams in strips and transition strips. Slit and flatten fishmouths and blisters.

Patch with transition strips extending 6 inches beyond repaired areas in strip direction.

E. Medium-Build Air Barriers: Apply continuous unbroken air-barrier material to substrates according to the following thickness.

Apply an increased thickness of air-barrier material in full contact around protrusions such as masonry ties.

1. Vapor-Permeable, Medium-Build Air Barrier: Total dry film thickness as recommended in writing by manufacturer to comply with performance requirements, applied in one or more equal coats. Apply additional material as needed to achieve void- and pinhole-free surface, but do not exceed thickness on which required vapor permeability is based.

F. Do not cover air barrier until it has been tested and inspected by testing agency.

G. Correct deficiencies in or remove air barrier that does not comply with requirements; repair substrates and reapply air-barrier components.

3.3 CLEANING AND PROTECTION

A. Protect air-barrier system from damage during application and remainder of construction period, according to manufacturer's written instructions.

B. Remove masking materials after installation.

END OF SECTION

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Vapor-permeable, fluid-applied air barriers.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.3 QUALITY ASSURANCE

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

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Air-Barrier Performance: Air-barrier assembly and seals with adjacent construction shall be capable of performing as a continuous air barrier and as a liquid-water drainage plane flashed to discharge to the exterior incidental condensation or water penetration. Air-barrier assemblies shall be capable of accommodating substrate movement and of sealing substrate expansion and control joints, construction material changes, penetrations, and transitions at perimeter conditions without deterioration and air leakage exceeding specified limits.

2.2 MEDIUM-BUILD AIR BARRIERS, VAPOR PERMEABLE

A. Medium-Build, Vapor-Permeable Air Barrier: Synthetic polymer material with an installed dry film thickness, according to manufacturer's written instructions, of 17 to 30 mils over smooth, void-free substrates.

1. Manufacturers: Subject to compliance with requirements, provide…