C:UsersRichard PedrantiDocumentsRPA Karpiak CD 92513 Final...denotes load bearing interior wall beam or header location point load locations- provide 2x solid blocking beam or header

DENOTES LOAD BEARING INTERIOR WALL

BEAM OR HEADER LOCATION

POINT LOAD LOCATIONS- PROVIDE 2x SOLID BLOCKING

BEAM OR HEADER SIZE-REFER TO STRUCTURAL SCHEDULE

2x4 OR 2x6 LAMINATED COLUMN- MIN. # OF STUDS TO MATCH BM.

LEGEND

MEETS EGRESS REQUIREMENTS: C.O.A. of 5.7sq'/ C.O.W. of20"/C.O.H. of 24"

DENOTES LUMBER DIRECTION, SIZE, & SPACING

DESIGNATES < LOCATIONS OF DRAINS ABV (MOVE FLR JOISTSAS REQUIRED)

10" DIA POURED CONC. SONO TUBE PIERS W/INTEGRAL28"x10" *"BIGFOOT BELL FT'G.-OR- PRE-FABRICATED EQUAL

MIN. ROOF LIVE LOAD (TABLE R301.6) **DOES NOT APPLY**

GROUND SNOW LOAD (=ROOF DESIGN LIVE LOAD): 40PSF

BASIC WIND SPEED:

WEATHERING AREA:

FROST LINE DEPTH:

TERMITE AREA:

DECAY AREA:

WINTER DESIGN TEMP:

ICE SHIELD UNDERLAYMENT REQUIRED:

40 PSF

30 PSF

40 GSL

90 MPH

B

SEVERE

42"

M-H

S-M

48" I.W.

(TABLE R301.2(1) UNLESS NOTED OTHERWISE

FLOOR LIVE LOAD (TABLE R301.5)SLEEPING ROOMS:

FLOOR LIVE LOAD (TABLE R301.5)ROOMS OTHER THAN SLEEPING ROOMS:

SEISMIC DESIGN CATEGORY (SDC)FIGURE R301.2(2):

LOCAL DESIGN CRITERIA FOR SCRANTON, PA

BENDINGITEM SHEAR

FLOOD HAZARDS:

SOIL LOAD-BEARING VALUE

SOIL CLASS GROUP I

2,500

LACKAWANNA COUNTY

MEAN ANNUAL TEMP

DECK LIVE LOAD (TABLE R301.5)

GAURDRAILS & HANDRAILS (d) 200 (h)

GAURDRAIL INFILL COMPONENETS (f) 50 (h)

40 psf

8 F

FIRM

LVL (2.0E) 2852,900

PROPERTIES OF ENGINEERED LUMBER USED

DESIGNED @

49.1

(ASSUMED)

LVL'S & COMPOSITE FLOOR JOISTS (IF APPLICABLE) WILL BE MANUFACTUREDBY WEYERHAUSER

ENGINEERED LUMBER & FLOOR JOIST CALCULATIONS WILL BE VERIFIED BYMANUFACTURERS ENGINEER.

STANDARD ABBREVIATIONS

B.O.

C.M.U.

HRDW'D

BOTTOM OF

CONCRETE MASONRY UNIT

HARDWOOD

HD'R HEADER

A.F.F. ABOVE FINISH FLOOR

CONC CONCRETE

ABV ABOVE

FT'G FOOTING

FIN FINISH

LVL LAMINATED VENEER LUMBER

LAM LAMINATED

DBL DOUBLE

FLR FLOOR

I.R.C. INTERNT'NL RESIDENTIAL CODE

D.F. DOUG FIREQ EQUAL

APROX APPROXIMATE

CANT CANTILEVER (ED)

BM BEAM

DIA DIAMETER

GALV GALVANIZEDG.S.L. GROUND SNOW LOAD

HGT HEIGHT

CL'G CEILING

F.P. FIREPLACE

BLKNG BLOCKING

LB POUND(S)

H.D. HIGH DENSITY(INSULATION)

C.J. CEILING JOIST

B.W.L. : BRACED WALL LINE

G.W.B.

I.B.W.L. INTERIOR BRACED WALL LINE

GYPSUM WALL BOARD

MAX MAXIMUM

MIN

OPN'G

R.O.

T.O.

MINIMUM

OPENING

ROUGH OPENING

TOP OF

U.O.N. UNLESS OTHERWISE NOTED

N.S. NON-STRUCTURAL

P.S.I. POUNDS per SQUARE INCH

MIL MILLIMETER

POLY POLYETHYLENE

w/ WITH

REINF REINFORCEMENT

TYP TYPICAL

O.C. ON-CENTER

P.T. PRESSURE TREATED

S.P.F. SPRUCE PINE FIR

O.S.B. ORIENTED STRAND BOARD

T.B.D. TO BE DETERMINED

SOL SOLID

STL STEEL

T&G TONGUE & GROOVE

P.S.F. POUNDS per SQUARE FOOT

VENT. VENTILATION (GAP)

SIM SIMILIAR

PL PLATE

MANUF. MANUFACTURER

M.O. MASONRY OPENING

STRUCT. STRUCTURAL (LOAD BEARING)

N.I.C. NON-IN-CONTRACT

N.W.B. NARROW WALL BRACING

N.R. NOT REQUIRED

WHEELER AVENUE

PINE STREET

SHERWOOD COURT

New 2 1/2 storyresidence

90' - 3"

78' - 6 31/32"

35' - 6 11/32"

140' - 3 29/32"

Magnetic North

Solar South

30' lower

Property Line

12.00° Declination = 12

Scale

Project number

Date

Drawn by

AIA, CPHC, HERS, LEED AP BD+C

129 Sawkill AvenueMilford PA 18337

Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

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Richard Pedranti is a Certified PassiveHouse Consultant (CPHC) through thePassive House Institute US (PHIUS)

RICHARD PEDRANTIARCHITECT, PC

P A S S I V E H O U S E

As indicated 10/2

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DRAWING LIST ANDLOCATION PLAN

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

GENERAL CODE NOTES:1. PLAN SUBMITTED FOR REVIEW UNDER THE 2009 I.R.C.

2. ALL BUILDING CONSTRUCTION, ELECTRICAL, PLUMBING, &MECHANICAL WORK TO BE IN ACCORDANCE WITH THE 2009INTERNATIONAL RESIDENTIAL CODE & ALL APPLICABLE UCCAMENDMENTS.

3. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BEFINISHED WITH 1/2" SHEETROCK.

4. BALUSTERS, FOR ALL STAIRS, SHALL BE SPACED SO AS NOTTO ALLOW THE PASSAGE OF AN OBJECT 4" OR MORE INDIAMETER.

5. HANDRAILS, WHEN REQUIRED ACCORDING TO IRC CODESECTION:R311.5.6 SHALL CONFORM TO RAIL REQUIREMENTS OFIRC CODE SECTION:R311.5.6.3

6. RAILINGS TO 36" MIN. HGT. PER IRC R12.1 REQUIRED ON ALLPORCHES, BALCONIES, DECKS, OR RAISED FLOOR SURFACES IFFLOOR SURFACE IS 30" OR GREATER ABOVE FLOOR OR GRADEBELOW.

7. WATER RESISTIVE BARRIER TO BE PROVIDED ON ENTIREEXTERIOR BUILDING ENVELOPE PER R703.1. ALL WINDOWS &DOORS MUST BE FLASHED PER R-703.8 & SECTION 613. ALLFLASHING MATERIAL BETWEEN PRESSURE TREATED DECKS &PORCHES MUST BE COMPATIBLE WITH THE PRESSURETREATED MATERIALS USED TO PREVENT CORROSION.

8. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THEHANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BEDESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMALLOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLYWITH ANY OTHER LIVE LOAD REQUIREMENT.

Sheet List

SheetNumber Sheet Name

BuildingDept

A0 DRAWING LIST AND LOCATION PLAN XA0 PH1 ABOUT PASSIVE HOUSEA0 PH2 PASSIVE HOUSE TFAA0 PH3 SOLAR PATHFINDERA0 PH4 PASSIVE HOUSE BUILDING ASSEMBLYA0 S1 SITE PLAN XA0SP1 GENERAL SPECIFICATION 1 XA0SP2 GENERAL SPECIFICATIONS 2 XA0SP3 GENERAL SPECIFICATINOS 3 XA1 FOUNDATION PLAN XA2 FIRST FLOOR PLAN XA3 SECOND FLOOR PLAN XA4 ROOF PLAN XA5 NORTH ELEVATION XA6 SOUTH ELEVATION XA7 EAST ELEVATION XA8 WEST ELEVATION XA10 BUILDING SECTION A XA11 BUILDING SECTION B XA12 WALL SECTION A XA13 WALL SECTIONS BA14 WINDOW DETAILS XA15 THERMAL BRIDGE AA16 THERMAL BRIDGE BA17 SCHEDULES, WINDOWS, AND DOORS XA18 EXTERIOR VIEWS XA19 ELEVATION LIGHTING STUDIESA20 EXTERIOR WALL MOCK UPA21 KITCHEN AND MECHANICAL ELEVATIONSA22 INTERIOR ELEVATIONS AA23 INTERIOR ELEVATIONS BA24 INTERIOR ELEVATIONS CA25 INTERIOR ELEVATIONS DA26 INTERIOR ELEVATIONS EA27 GARDEN SHEDE1 ELECTRICAL PLANS XM1 MECHANICAL PLANS XP1 PLUMBING PLANS XS1 SECOND FLOOR FRAMING XS2 ROOF FRAMING XS3 WALL ASSEMBLY DETAILS X

SITE 15,241 sq/ft

FIRST FLOOR 972 sq/ft

SECOND FLOOR 937 sq/ft

TOTAL HEATED INTERIOR 1,909 sq/ft

COVERED PORCH 370 sq/ft

SCREN PORCH 252 sq/ft

1" = 40'-0"2 Locatino Plan C

Location Plan A

Location Plan B

AREA CALCULATIONS

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

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8510

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10/2

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ABOUT PASSIVE HOUSE

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

Buildings that meet the Passive House standard use 80% less energy thanconventional buildings. A Passive House conserves energy by creating avirtually air-tight, super insulated, compact building envelope that uses thesun and internal gains to achieve space conditioning. A heat recoveryventilator (HRV) is used to condition extract air and provide superior indoorair quality. A Passive House can achieve Zero Energy Building (ZEB)standard with the use of a small renewable energy system.

Benefits of a Passive House

Extremely Low Energy UseUp to 90% less heating/cooling energy use, 60-80% overall energy savings.

High Quality Indoor AirControlled ventilation for a continuous, consistent supply of filtered fresh air.

Comfortable Indoor TemperaturesPassive House buildings are designed to easily maintain a steady,comfortable temperature without irritating temperature swings common indrafty buildings.

Operational and Construction SavingsThe durable and tight building shell reduces maintenance over the life of thebuilding while vastly reducing energy bills and alows for the elimination of aconventional HVAC system. With the greatly reduced energy requirements,the Passive House approach is the best start to achieve a net-zero energybuilding.

Proven SustainabilityCertified Passive House buildings have been constructed in the United Statesfrom Minnesota to Louisiana, from Maine to California. Globally, more than20,000+ buildings have been constructed using Passive House principles,some zero and even net-positive energy buildings. In fact, the standard is sobeneficial; many European countries have already or are in process ofadopting it in their building codes.

Helping the EarthWith buildings contributing as much 47 percent of all greenhouse gases,Passive Houses are exponentially friendlier to the environment because oftheir minimal energy and fossil fuel consumption. They also consider the C02contributions to global warming and embodied energy characteristics of allits selected building materials. You don’t have to wait 18 years; PassiveHouses can meet the Architecture2030 challenge, today! “Doing more, withless” to maximize the success of our local and now global communities whilesimultaneously improving our role as stewards of the earth, is the underlyingspirit of the Passive House movement.

Design Strategies of a Passive House

“Maximize your gains, minimize your losses”. These are the basic tenants ofthe Passive House approach. A Passive House project maximizes the energyefficiency of the basic building components inherent in all buildings; roof,walls, windows, floors and the utility systems: electrical, plumbing &mechanical. By minimizing a building's energy losses, the mechanical systemis not called to replenish the losses nearly as frequently, saving resources,operational costs and pollution. Unlike any other structures, Passive Housebuildings maintain occupant comfort for more hours of the year without theneed for mechanical temperature conditioning of the indoor air. The oppositehas been the norm in this country with a history of inexpensive fuel andconstruction techniques with little consideration for energy losses throughthermal bridging, air-infiltration, let alone being conscious of using some oreven any insulation. The Passive House approach focuses on the following:

Strategic Design and PlanningPassive House projects are carefully modeled and evaluated for efficiency atthe design stage. Certified Passive House Consultants (CPHC) are trainedto use the Passive House Planning Package (PHPP), a tool that allowsdesigners to test “what-if” scenarios before construction begins. They arealso trained to use other software tools to identify and address potentialthermal bridges and moisture issues at the design stage.

Specific Climate, Siting and SizingPassive House design uses detailed, specific annual weather data inmodeling a structure’s performance. Orientation of the windows canmaximize or minimize solar gain and shading. Passive House theory leanstowards minimizing the surface area to interior volume ratio, favoring anefficient shape to minimize energy losses.

Efficient SystemsThrough fitting buildings designed to the Passive House Standard withefficient appliances, hot water distribution, and energy efficient lighting,electricity consumption is also slashed by 50% compared to the averagehousing stock, without any loss of convenience. Most Passive Houseresidential ventilation systems, for instance, are typically driven by ahighly efficient motor only consuming 40w.

Alternative EnergyThe significant reduction in energy use, allows alternative energy topower a greater percentage of a buildings demands. Likewise smallerdemand equates to smaller and more affordable alternative energysystems providing higher cost-benefit value. Passive House design puts aproject within reach for achieving true “Net Zero” performance (thebuilding generates as much energy as it uses).

Performance Criteria & Certification

Performance Criteria1. Maximum Heating or Cooling Energy: 4.750 kBtu/ft2 per year2. Maximum Total Source Energy: 38 kBtu/ft2 per year(“Source Energy” by definition includes the energy required to produceand deliver the energy to the site, and can be offset with solar thermaland other measures. Photovoltaics cannot be used to offset this energy,but are recognized, at this time.)3. Maximum Air Leakage: 0.6 ACH @ 50 Pa< 0.6 air changes per hour at 50 Pascals (ACH50)

In addition, the following are recommendations which vary based onspecific climate region:• Window u-value ≤ 0.14 Btu/hr-ft2-°F (0.8 W/m2/K)• Ventilation system with heat recovery with ≥ 75% efficiency with lowelectric consumption @ 0.68 W/cfm/ft3 (0.45 Wh/m3)• Thermal bridge free construction ≤ 0.006 Btu/hr-ft-°F (0.01 W/mK)

Verification/CertificationPassive House performance is verified by review of the data in thePassive House Planning Package (PHPP) energy model, a third partyverified blower door test, a formal record of adjustment of the ventilationsystem, a declaration by the construction supervisor, and photographicdocumentation.

History

The roots of Passive House trace back to the 1970s, when the conceptsof superinsulation and passive solar management techniques weredeveloped in the United States and Canada. In the 1990s Europeanscientists refined and augmented these concepts to develop the PassiveHouse standard and design techniques, which were tailored to theCentral European climate zone.

German-born architect Katrin Klingenberg studied with Dr. WolfgangFeist, a German Passive House pioneer, in Darmstadt, Germany. Shealso studied in the United States at Ball State University and believed thatPassive House could work and thrive in the United States. She provided aproof of concept by building her own Passive House in Urbana, Ill., in2003. The single-family two-story was the first Passive House building inthe United States.

Klingenberg collaborated with construction manager Mike Kernagis tobuild, in partnership with the City of Urbana, Ill., several affordablehousing Passive Houses. In 2007 they founded the Passive HouseInstitute US (PHIUS). Since then PHIUS has trained and certifiedhundreds of Certified Passive House professionals The development ofPassive House in the North America has grown exponentially since, withupwards of 100 projects completed in 2011 and many more in process.These professionals have accumulated an invaluable body of real worldexperience, adapting Passive House principles to meet the challenges ofNorth America's widely varied and extreme climate zones.

Much of the information contained on this page is adopted from thePassive House Institute US (PHIUS) and Passive House Alliance US(PHAUS) websites.

By completing the rigorous and technical Passive House certificationtraining and exam, Richard Pedranti has made a commitment to workingwith the most agreesive low energy building standard in the world.

Advanced Windows and DoorsHistorically these items are the weak link of a building’s envelope andthermal defense system. Passive House places significant emphasis onspecifying high performance windows and doors to address this concern. Tomeet the high performance needs of various climate zones, windows mustmeet strict performance standards regarding: component insulation, airtightness, installation and solar heat gain values.

Energy Recovery VentilationThe “lungs” of a Passive House come from a box called a heat (or energy)recovery ventilator (HRV/ERV). It provides a constant supply of tempered,filtered fresh air 24/7 and saves money by recycling the indoor energy that istypically found in exhaust air. The heat from outgoing stale air is transferredto the unconditioned incoming fresh air, while it is being filtered. It provides ahuge upgrade in indoor air quality and consistent comfort, especially forpeople sensitive to material off-gassing, allergies and other air-borneirritants.

HeatingOne of the best benefits to implementing Passive House design is the highperformance shell and extremely low annual energy demand. This allowsowners to save on operational costs as they can now significantly downsizea building’s mechanical system. Passive solar gains, plus heat fromoccupants and appliances supply most of the needed heat. Thus, PassiveHouse design puts a project within reach for achieving true “Net Zero”performance (the building generates as much energy as it consumes overthe course of a year), making use of alternative energy systems smaller thusmore affordable and attainable.

Super-Insulated EnvelopeTo keep the heating/cooling in, wall assemblies require greater insulationvalues to “stop the conditioned air” from leaving. Walls are typically twiceas thick as today’s standard construction, for good reason. Wallassemblies are analyzed to allow for proper water and moisturemanagement to make a long lasting and an exceptionally healthy building.

Thermal Bridge-Free DetailingBreaks in the insulation layer usually caused by structural elements andutility penetrations in the building envelope create a “thermal bridge,”allowing undesirable exterior temperatures to migrate to and “un-do”expensive interior conditioned air. Passive House design attempts toeliminate thermal bridges via progressive mindful architectural detailing.

Air-Tight Envelope (But Diffusion Open)Anyone who has been in an older drafty home understands how stoppingunconditioned air from squeezing to the inside, effects comfort and theefficiency of the mechanical system. Passive House takes great care indesigning, constructing and testing the envelope for an industry-leadingcontrol of air leakage to the interior. Blower door testing is a mandatorytechnique in assuring high performance. Walls are designed to be virtuallyair tight, while allowing water vapors to dry out providing an excellentstrategy to maintain a healthy environment.

What is a Passive House?

UP

W

REF

. DN

W

Living Room4

Kitchen / Dining5

Mechanical3

Mudroom1

Office6

Bath2

Location of HRV and ducted minisplit

CLF18

TFA Key

100% 60% 50% 0%

Bedroom 212

Bath 111

Bath 210

Master Bedroom9

Hall7

Bedroom 113

Den8

M Closet14

CL115

CL216

CL317

10

Painted gypsum wallboard

Inside Wall - 2 x 4 @ 24" O.C.

Air Control Layer5/8" OSB sheathingAll seams primed, caulked, and taped

Dense pack cellulose insulation

Vapor Open

I N S I D E O U T S I D E

Vapor Control Layer

Reverse board andbatten cladding

3/4" furring - air space

Water Control LayerTyvek with seams taped

Thermal Control LayerCelotex fiberboard sheathing

Outside Wall -11 7/8" TJI

R=50.7

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

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1700

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As indicated 10/2

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13 9

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PASSIVE HOUSE TFA

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

PASSIVE HOUSE DESIGN CRITERIA

HeatingDegreeDays

CoolingDegreeDays

6,291 539

Climate Zone

Zone 6

ConditionedArea

1,897 sq/ft

ConditionedVolume

MeanDaysClear

70

MeanDaysRain

140

MeanDaysSnow

13

PercentPossibleSunshine

51%

AverageAnnual

Precipitation

36.00"

AverageAnnual

Snowfall

47.00" 17,388 cu/ft

TREATED FLOOR AREA

First Floor100% floor area = 84460% floor area = 3850% floor area = 6Total = 888

Second Floor100% floor area = 88560% floor area = 050% floor area = 0Total = 885

First Floor = 878Second Floor = 885Total TFA = 1,773

GROSS BUILDING VOLUME

Measured to outside of thermal enclosure38'-1 3/4"(L) x 30'-1 3/4"(W) = 1,240 sq/ftx 22'-0"(H) = 25,299 cu/ft

NET AIR VOLUME

Measured to sheetrock35'-4" (L) x 27'-4"(W) = 966 sq/ftx 19'-0"(H) = 18,354 cu/ft

SubtractWalls first floor 46 sq/ft x 9'-0"(H)=414 cu/ftWalls second floor81 sq/ft x 8'-0"(H)=648 cu/ftSecond floor 966 sq/ft x 1'-0"=966 cu/ft

Total 2,028 cu/ft

Net air volume = 18,354 cu/ft - 2,2028 cu/ft=16,326 cu/ft

3/16" = 1'-0"1 First Floor Plan PH TFA 3/16" = 1'-0"2 Second Floor Plan PH TFA

Annual Heating Load 4.75 KBTU/ft2 yrAnnual Cooling Load 4.75 KBTU/ft2 yrPeak heat load 3.17 KBTU/hr ft2Peak cooling load 2.54 KBTU/hr ft2Annual Primary Energy 38 KBTU/ft2 yrAir tightness .6 ACH@50PaVentilation 75% recoveryThermal envelope 38.5 hr ft2 f/BTUThermal bridge free .006 BTU/hr ft2 fU value- installed win .15 BTU/hr ft2 fSHGC 50% to 55%Max delta int air/sur 7.2 FMin vent F winter 62 FMax heat coil F 125.6 FDHW per person 6.6 gal/occupant@140 FMax occupant sq/ft 377 sq/ft per occupantIndoor surface temps 68FMinimum wall surface temp 64FMinimum indoor window temp 60.8FCooling season design temp 77F

Passive House Design Parameters

1. Water Control Layer A sheet, spray or trowel-applied membrane or material layer that controls the passage of liquid water.2. Air Control Layer Air control layers are materials designed and constructed to control air flow across a building enclosure.3. Vapor Control Layer The components that are designed and installed in an assembly to control the movement of water by vapor diffusion.4. Thermal Control Layer The layer in a building enclosure that controls the transfer of energy (heat) between the interior and the exterior.

Hygrothermal Layers

Note: All control layers shall be continuous at walls, ceilings, and floors.

1 1/2" = 1'-0"3 Typical Exterior Wall Construction

CLIMATE AND GEOGRAPHIC DESIGN CRITERIA FOR THE 2009 TABLE R302.1IRC

GroundSnowLoad

WindSpeed

SeismicDesign

Category Weathering Frost Line DepthTermite

WinterDesignTemp

FloodHazard

AirFreezing

Index

MeanAnnualTemp

IceBarrier

Required

50 <90 B Severe(43) 3'-6"Moderate

toHeavy

0 Degrees Yes Zone 1000-2000 49.1 Degrees

Subject to damage from

Scale

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Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

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10/2

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A0 PH3

SOLAR PATHFINDER

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

SOUTH Solar Pathfinder Photo at 11AM on March 27, 2013

NORTH Solar Pathfinder Photo at 1PM on May 20, 2013

EAST Solar Pathfinder Photo at 1PM on May 20, 2013

WEST Solar Pathfinder Photo at 1PM on May 20, 2013

15 degree horizon and 30% shading

15 degree horizon and 30% shading15 degree horizon and 30% shading

UP

-6' -

0"

-5' - 0"

-4' - 0"

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-2' - 0"

-1' - 0"

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0"

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0"

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-1' - 0"

0' - 0"

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2' - 0"

3' - 0"

4' - 0" 5' - 0"

6' - 0"

7' - 0"

8' - 0"

9' - 0"

10' - 0" 11' - 0"

12' - 0"

13' - 0"

WHEELER AVENUE

PINE STREET

Property line

Set Back

Lands of Christie P. Karpiak and Declan MulhallD.B. 1367, PG. 200PIN 157.10-050-001

Area = 0.35 Acres (15,241 sq/ft)

SITE PLAN BASED ON PROPERTY SURVEY BYMENDOLA AND ASSOCIATES

DATED 7/31/12

SHERWOOD COURT

New 2 1/2 story residence28'-0" x 36'-0"

Entrance

1 7 0 0 P I N E S T R E E T

20' - 0"

4' - 0"

25' - 0"

8' - 0"

New shed14'-0" x 18'-0"

26' - 8 9/32"

48' - 2 1/16"

11' - 6 7/16"

41' - 2 1/2"

23' - 4 1/4"

29' - 11 27/32"

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

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1/16" = 1'-0" 10/2

3/20

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SITE PLAN

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/16" = 1'-0"1 Site Plan

DRAINAGE NOTES:

DRAIN TILE IS REQUIRED ON EXTERIOR SIDE OF FOOTER @ ALLBELOW GRADE USABLE AREAS. TOP OF DRAIN TILE MUST BEBELOW THE TOP OF THE FOOTING. OPTIONAL INTERIOR DRAINPIPING & SUMP CROCK SHALL BE INSTALLED BENEATH SLABWHEN A HIGH WATER TABLE OR POOR DRAINAGE CONDITIONSEXIST PER BUILDERS/INSPECTORS DISCRETION.

GRADE LINES SHOWN ARE APPROXIMATE AND ARE NOTINTENDED TO INDICATE FINAL MACHINE GRADING. GRADE TO BEPROTECTED BY FALLING WATER, & TO BE DRAINED AWAY FROMFOUNDATION AS PER IRC R401.3

-R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TOA STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OFCOLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BEGRADED SO AS TO DRAIN SURFACE WATER AWAY FROMFOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATIONWALLS SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THEFIRST 10 FEET (3048 MM).

EXCEPTION: WHERE LOT LINES, WALLS, SLOPES, OR OTHERPHYSICAL BARRIERS PROHIBIT 6" OF FALL WITHIN 10', THE FINALGRADE SHALL SLOPE AWAY FROM THE FOUNDATION ON A MIN.SLOPE OF 5% & THE WATER SHALL BE DIRECTED TO DRAINS ORSWAILS TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.SWALES SHALL BE SLOPED A MINIMUM OF 2% WHEN LOCATEDWITHIN 10' OF THE BUILDING FOUNDATION. IMPERVIOUSSURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BESLOPED A MIN. OF 2% AWAY FROM THE BUILDING.

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Project number

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Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

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1700

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8510

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A0SP1

GENERAL SPECIFICATION 1

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

DIVISION 1: GENERAL REQUIREMENTS

CONTRACT SUMMARY

THE SCOPE OF WORK IN GENERAL INCLUDES THE CONSTRUCTION OF ANEW 2 ½ STORY RESIDENCE ON A VACANT LOT IN SCRANTON, PA.THE NEW RESIDENCE SHALL UTILIZE CITY WATER, GAS, ANDSEWERAGE HOOK UPS.

BASIC REQUIREMENTS

ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, INCLUDINGTHE LOCAL AND COUNTY BUILDING CODES IN THE STATE OFPENNSYLVANIA AND THE PENNSYLVANIA STATE ENERGYCONSERVATION CODES, NATIONAL ELECTRIC CODE, THE NATIONALSTANDARD PLUMBING CODE. THE PRIMARY CODE REFERENCE IS THE2009 INTERNATIONAL RESIDENTIAL FOR ONE AND TWO FAMILYDWELLINGS. (2009 IRC).

CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR THECOMPLETION OF THE PROJECT WHETHER OR NOT INDICATED ON THEDRAWINGS. THE INTENTION OF THE DRAWINGS IS TO SHOWMATERIAL RELATIONSHIPS FOR THE COMPLETE AND PROPERFUNCTIONING OF THE ENTIRE PROJECT.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING THE SCOPE OF WORK OF EACH SUBCONTRACTOR TOINSURE ALL ITEMS REQUIRED FOR A COMPLETED PROJECT AREINCLUDED IN THEIR RESPECTIVE TRADES. THE GENERALCONTRACTOR MAY SELECT ITEMS OF WORK TO BE PERFORMED BYSPECIFIC QUALIFIED SUBCONTRACTORS FOR PROPER, TIMELYSEQUENCE OF CONSTRUCTION AND TO INSURE COMPLETENESS OFTRADES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORALL COORDINATION BETWEEN HIS/HER OWN CREW ANDSUBCONTRACTORS AND THE OWNER'S SECURITY CONTRACTOR, TOINSURE THE TIMELY SEQUENCE OF CONSTRUCTION.

THE CONTRACT IS BASED ON THE STANDARDS OF QUALITYESTABLISHED IN THE CONTRACT DOCUMENTS. ANY AND ALLSUBSTITUTIONS SHALL BE APPROVED BY OWNER AND ARCHITECTPRIOR TO CONSTRUCTION OR INSTALLATION. ALL SUBSTITUTIONSWILL BE CONSIDERED ONLY WHEN A REPRESENTATIVE SAMPLE OFTHE SUBSTITUTION IS PRESENTED TO BOTH OWNER AND ARCHITECTFOR APPROVAL.

THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OFINSURANCE WITH THE DEPARTMENT OF BUILDINGS, PAY ALLCONTRACTORS’ FEES REQUIRED TO DO THE WORK HEREIN DESCRIBED.THE CONTRACTOR AND OWNER SHALL OBTAIN THE BUILDING PERMIT.

THE CONTRACTOR SHALL COORDINATE AND SUPERVISE ALLINSPECTIONS NECESSARY FOR THE COMPLETION OF THE BUILDINGPERMIT AND CERTIFICATE OF OCCUPANCY.

THE CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORKINGENVIRONMENT AND REMOVE ALL DEBRIS FROM THE CONSTRUCTIONSITE ON A DAILY BASIS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARYUTILITY SERVICES TO COMPETE THE PROJECT AS DESCRIBED IN THEDRAWINGS AND WITHIN THE SCHEDULE OF CONSTRUCTION.

THE CONTRACTOR SHALL SECURE, PAY FOR AND MAINTAIN DURINGCONSTRUCTION ALL OF THE INSURANCE POLICIES REQUIRED BY THESTATE AND LOCAL AUTHORITIES. THE CONTRACTOR SHALL NOTCOMMENCE ANY WORK UNTIL ALL REQUIRED INSURANCE HAS BEENOBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEENDELIVERED TO THE OWNER IF REQUESTED. CERTIFICATE OFINSURANCE SHALL COVER ALL WORK PERFORMED BY THECONTRACTOR, EACH OF HIS/HER SUBCONTRACTORS, AND ALL MAJORSUPPLIERS.

ALL WORK IN THIS CONTRACT SHALL BE GUARANTEED AGAINSTDEFECTS IN MATERIALS AND WORKMANSHIP FOR THE PERIODSPECIFIED BY THE MANUFACTURER OF FOR ONE YEAR, WHICHEVER ISLONGER.

DIVISION 2: SITEWORK

FIELD ENGINEERING

THE CONTRACTOR SHALL STAKE OUT THE ENTIRE FOUNDATION FOR THEADDITIONS AND SET THE EXACT ELEVATIONS FOR THE NEW WORK ASDRAWN. CONTRACTOR SHALL WALK SITE AND INDICATE SITE ELEVATIONSFOR APPROVAL BY THE ARCHITECT AND OWNER AS CONSISTENT WITHTHE CONSTRUCTION DOCUMENTS. SITE ELEVATIONS WILL BE SET TOINSURE DRAINAGE AWAY FROM STRUCTURES AND TO COMPLY WITH THELOCAL REQUIREMENTS. ARCHITECT SHALL REVIEW NEW GRADING WITHCONTRACTOR BEFORE EXCAVATION BEGINS.

SITE PREPARATION AND MAINTENANCE

THE CONTRACTOR SHALL PROTECT ALL SITE UTILITIES THROUGHOUTEXCAVATION AND CONSTRUCTION.

THE CONTRACTOR SHALL INSTALL AND MAINTAIN PROTECTION FOR TREES,LANDSCAPE AREAS AND TOPOGRAPHY AS SHOWN IN THE DOCUMENTS ORBY THE ARCHITECT ON SITE. NO HUMAN OR MACHINE TRAFFIC, NOSTOCKPILING OF MATERIALS OR DUMPING OF WASTE MATERIALS ORLIQUIDS SHALL BE ALLOWED IN AREAS DESIGNATED BY STORM ORCONSTRUCTION FENCING OR TREE PROTECTION ENCLOSURES. FULLRESTITUTION WILL BE REQUIRED FOR DAMAGE TO TREES, PLANTMATERIALS AND SOIL STRUCTURE.

THE CONTRACTOR SHALL WALK THE SITE WITH THE ARCHITECT PRIOR TOTHE START OF WORK, TO DISCUSS SITE CONTAINMENT FENCING ANDSTRAW BALE DIKE LAYOUT AS WELL AS LOCATIONS FOR TEMPORARYSTORAGE OF TOPSOIL, MATERIALS AND SUPPLIES, AND MATERIALS TO BEDUMPED.

RUNOFF FROM STOCKPILED MATERIALS SHALL BE NPDES BESTMANAGEMENT PRACTICES.

DEMOLITION

THE CONTRACTOR SHALL REMOVE ALL EXISTING MATERIAL INTERFERINGWITH THE PROPOSED NEW WORK OR AS REQUIRED BY INDICATION OFNEW WORK.

EXCEPT AS OTHERWISE SPECIFICALLY DIRECTED BY THE OWNER,CONSIDER ALL REMOVED MATERIALS AND DEBRIS AS PROPERTY OF THECONTRACTOR TO BE SAFELY AND PROPERLY DISPOSED OF AWAY FROMTHE SITE. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE AS JOBPROCEEDS.

ALL EXISTING GRADES AND VEGETATION NOT PART OF THE WORK TOREMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKEREPAIRS OR RESTITUTION AS REQUIRED WITHOUT ADDITIONAL COST TOTHE OWNER.

THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTIONFOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THEWORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTEDFROM ALL FORMS OF WEATHER OR WATER PENETRATION.

EARTHWORK

CUTTING, FILLING AND ROUGH GRADING MAY BE DONE IN DRY OR MOISTCONDITIONS. TO PREVENT CREATION OF HARDPAN SUBSOIL, GRADINGSHALL NOT BE UNDERTAKEN WHEN SOIL IS SATURATED WITH WATER.

GRADING SHALL BE DONE SO THAT THE AREA OF THE SITE AND THE AREAIMMEDIATELY SURROUNDING THE SITE AND AFFECTING OPERATIONS ATTHE SITE WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. WATERSHALL NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATION.

SHORING, SHEETING OR BRACING MAY BE EMPLOYED TO PREVENT CAVING.

THE CONTRACTOR SHALL GRADE THE CONTRACT AREA TO MEET FINALELEVATIONS AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS ANDSHALL PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION WALLS AT AMINIMUM OF 1/2" PER FOOT FOR 10'-0" AWAY FROM FOUNDATION. AREASAND DEPTHS OF TOPSOIL FOR PLANTED AREAS ARE TO BE AS SHOWN ONTHE DRAWINGS OR DESIGNATED IN THESE SPECIFICATIONS. THEARCHITECT SHALL INSPECT THE WORK AT THE COMPLETION OF ROUGHGRADING AND PRIOR TO INSTALLATION OF TOPSOIL. CONTRACTOR SHALLBE PREPARED TO DEMONSTRATE ACHIEVEMENT OF ROUGH GRADEELEVATIONS FOR THIS INSPECTION.

FILL FOR BACKFILLING AND GRADING SHALL BE OF UNIFORM QUALITY, ANDFREE OF ROCKS GREATER THAN 12" INDIAMETER. FILL SHALL BE FREE OF ANY FORM OF CONSTRUCTION DEBRIS,ORGANIC MATTER, TOXIC CHEMICALS AND OTHER MATTER LIKELY TOCAUSE UNEVEN SETTLING OVER TIME OR DAMAGE TO INTEGRITY OFFOUNDATION WALL. PLACE FILL IN 12 INCH LAYERS AND COMPACT EVERY2’-0” AGAINST FOUNDATION.

SUB DRAINAGE

ALL NEW ROOF DRAINAGE PIPING SHALL BE 3” OR 4" DIAMETER NON-PERFORATED PIPE. PIPE TO DRAIN AT A MINIMUM OF 1/4" PER FOOT.PROVIDE DRY WELLS AS NECESSARY AT A MINIMUM OF 15’-0” FROM HOUSEOR EXIT TO GRADE AS APPROVED BY ARCHITECT. ALL PIPES OFF DOWNSPOUTS MUST BE POINTED TOWARDS AREA OF FASTEST RUNOFF. ALLSUCH SYSTEMS SHALL BE IN GOOD WORKING ORDER AT COMPLETION OFTHE WORK.

FOOTING AND PERIMETER DRAINS SHALL CONSIST OF 4" PERFORATEDPIPE LAID IN WASHED STONE, COVERED WITH FILTER FABRIC AND PITCHEDTO DRAIN AT A MINIMUM 1/4" PER FOOT. DRAINS SHALL BE INSTALLEDACCORDING TO THE DRAWINGS. PROVIDE DRY WELLS AS NECESSARY OREXIT TO GRADE AS APPROVED BY ARCHITECT.

ALL FOOTING DRAINS SHALL DRAIN AWAY FROM NEW CONSTRUCTION.NEW FOOTING AND PERIMETER DRAINS MUST HAVE A SEPARATE CONDUITOF DRAINAGE FROM DRAINAGE SYSTEMS SERVING ROOF AND SURFACEDRAINAGE SYSTEMS.

DIVISION 3: CONCRETE

CONCRETE FOOTINGS

ALL CONCRETE FOR FOOTINGS AND STEPS SHALL BE STONE CONCRETE;3,000 PSI AT 28 DAYS. MAXIMUM SLUMP OF 3". REINFORCEMENTDETAILS TO BE IN ACCORDANCE WITH ACI STANDARDS. RODREINFORCEMENT TO BE ASTM A615 GRADE 60.

ALL CONCRETE FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL.

WHERE FOOTINGS OR WALLS BEAR ON ROCK, THE ARCHITECT SHALL BENOTIFIED, AND #4 STEEL BARS, 1' - 0" LONG, AT 3' - 0" ON CENTER SHALLBE DRILLED AND GROUTED INTO THE ROCK. BLASTING NOT INCLUDED INCONTRACT.

INSTALL SILL ANCHORS AT 4'-0" O.C. AND 6" FROM PLATE ENDS

IF THE TEMPERATURE FALLS BELOW 40 DEGREES F, CONCRETE SHALLBE HEATED TO A MINIMUM TEMPERATURE OF 50 DEGREES F.

CONCRETE SLABS

CONCRETE FOR SLABS SHALL BE FIBER REINFORCED 3500 PSI 5%-7%AIR ENTRAINED AT 28 DAYS, MAXIMUM SLUMP OF 3 INCHES.

INSTALLATION OF CONCRETE SHALL BE IN STRICT ACCORDANCE WITHTHE FOLLOWING REFERENCE STANDARDS: AMERICAN CONCRETEINSTITUTE 318 BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE, AMERICAN CONCRETE INSTITUTE MANUAL OF CONCRETEPRACTICE

REINFORCEMENT FOR CONCRETE SLABS SHALL BE 6 X 6 X 10/10 WWMAS PER THE DRAWINGS AND ASTM A185

ALL SLABS SHALL GET A FINE STEEL TROWELLED SURFACE READY FORFINISH MATERIAL.

DIVISION 4: MASONRY

PAVING

PAVING SHALL BE LOCALLY SOURCED BLUESTONE IN GAUGEDTHICKNESS APPROXIMATELY 2” IN PATTERN SELECTED BY ARCHITECTAND OWNER

STONE PAVING SHALL BE INSTALLED OVER EITHER POURED CONCRETESLAB OR ON SAND, FILTER PAPER, AND BASE MATERIAL AS INDICATEDIN DRAWINGS.

GEOTEXTILE FABRIC SHALL BE WATER PERMEABLE, WOVENPOLYPROPYLENE OR POLYESTER, RATED FOR UNDERGROUND USE.

SAND SHALL BE CLEAN, DRY, NATURAL, GRADED MASONS SAND FREEFROM ALL SOIL, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIAL.

JOINTS SHALL BE ½” MAXIMUM AND NO MORE THAN ¼” STEP BETWEENSTONES.

STONES SHALL BE LAYED TO CONFORM TO PITCH INDICATED INDRAWINGS OR USING GOOD PRACTICE AND SO THAT NO WATER STANDSON THE SURFACE AFTER A STORM.

DIVISION 5: METALS

STRUCTURAL STEEL

PROVIDE ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK,INCLUDING ALL SUPPORT MEMBERS COMPLETE WITH REQUIREDBRACING, WELDS, WASHERS, NUTS, SHIMS, CLIPS, HANGERS, POSTBASES, BASE PLATES, BEARING PLATES, ETC.

ALL CLIPS AND HANGERS SHALL BE BY SIMPSON AND AS INDICATED INTHE DRAWINGS, AND SHALL BE SIZED TO SUPPORT THE FULL ORMAXIMUM ALLOWABLE LOAD FOR THE MEMBERS THEY SUPPORT ANDCOMPLY WITH THE 2009 IRC.

ALL STEEL WORK SHALL BE CLEANED AND SHOP COATED WITH THEMANUFACTURER'S STANDARD PROTECTIVE COATING.

MATERIALS: STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36, BOLTSAND WASHERS SHALL CONFORM TO ASTM-325, AND MISCELLANEOUSPLATES SHALL CONFORM TO ASTM A-36.

DIVISION 6: WOOD

ROUGH CARPENTRY

FRAMING LUMBERFRAMING LUMBER SHALL CONFORM TO PRODUCT STANDARD PS 20,AND BE GRADED IN ACCORDANCE WITH ESTABLISHED GRADING RULES.MAXIMUM MOISTURE CONTENT SHALL BE 19 PERCENT.SPRUCE PINE FIR #2 OR BETTER, F IN BENDING = 1250 PSI (SINGLE), F INBENDING = 1450 PSI (REPETITIVE); OR IN CONTACT WITH CONCRETE ORIN EXPOSED LOCATIONS.

S. PINE #2 OR BETTER, F IN BENDING = 1200 PSI (SINGLE), F IN BENDING =1400 PSI (REPETITIVE), AND PRESSURE TREATED CONFORMING TOAPPLICABLE STANDARDS OF THE AMERICAN WOOD PRESERVERSINSTITUTE.

PRE-ENGINEERED LUMBERALL ENGINEERED WOOD BEAMS TO BE DETERMINED 2.0E MINIMUM INSIZES SPECIFIED IN DRAWINGS.

ALL ENGINEERED LUMBER PRODUCTS TO BE INSTALLED IN STRICTACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

STUDSSPRUCE PINE FIR OR HEMLOCK FIR, #2 GRADE MINMUM, SIZE ANDSPACING AS INDICATED ON THE DRAWINGS.PLYWOOD:

EACH CONSTRUCTION PANEL SHALL BE IDENTIFIED WITH THEAPPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THEUS PRODUCT STANDARD, PS 1/ANSI A199.1 OR OF APA'S PERFORMANCESTANDARDS.

ALL PANELS, WHICH HAVE ANY EDGE OR SURFACE PERMANENTLYEXPOSED TO THE WEATHER SHALL BE CLASSED EXTERIOR.

PANEL THICKNESS, GRADE, AND GROUP NUMBER OR SPAN RATINGSHALL BE AT LEAST EQUAL TO THAT SHOWN ON THE DRAWINGS.APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OFTHE AMERICAN PLYWOOD ASSOCIATION.

SHEATHING AT OUTSIDE OF INTERIOR 2X4 WALLS SHALL BE 1/2" ZIPSYSTEM. SHEATHING AT EXTERIOR TJI WALLS SHALL BE ½” CELOTEXFIBERBOARD. ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" AT PANELEDGES, UNLESS OTHERWISE RECOMMENDED BY PANELMANUFACTURER. NAIL 6" ON CENTER ALONG PANEL EDGES AND 12" ONCENTER AT INTERMEDIATE SUPPORTS WITH 8D COMMON NAILS.

ROOF SHEATHING SHALL BE 5/8" ZIP ROOF SHEATHING, C-D GRADE WITHEXTERIOR GLUE LINE AND WITH A PANEL IDENTIFICATION INDEX OF NOTLESS THAN 42/20. NAIL ALL ROOF SHEATHING @4" O.C. WINTHIN 4'-0" OFALL GABLE, RAKE, AND ROOF OVERHANG LOCATIONS. INSTALL WITHTHE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS, EXCEPTWHERE NOTED, AND WITH PANEL CONTINUOUS OVER TWO OR MORESPANS. SUITABLE EDGE SUPPORT SHALL BE PROVIDED WHEREINDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THEAMERICAN PLYWOOD ASSOCIATION BY USE OF CLIPS, TONGUE ANDGROOVE PANELS, OR LUMBER BLOCKING BETWEEN JOISTS. PANELEND JOINTS SHALL OCCUR OVER FRAMING. ALLOW 1/8" SPACING ATPANEL ENDS AND 1/4" AT PANEL EDGES, OTHERWISE ASRECOMMENDED BY THE PANEL MANUFACTURER. NAIL 6" ON CENTERALONG PANEL EDGE AND 12" ON CENTER AT INTERMEDIATE SUPPORTSWITH 8D COMMON NAILS. LEDGER BOARDS, WHERE REQUIRED, SHALLBE SECURELY SET AS DRAWN WITH JOISTS NOTCHED TIGHTLY TO AMAXIMUM OF 1/4 OF THEIR DEPTH OR HUNG WITH PREFAB METAL JOISTHANGERS.

SUB FLOOR SHALL BE 3/4" DOUGLAS FIR PLYWOOD, DFPA STRUCTURAL-1 WITH EXTERIOR GLUE LINE, C-D, WITH A PANEL IDENTIFICATION INDEXOF 48/24. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSSSUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORESPANS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. ALLOW 1/8"SPACING AT PANEL ENDS AND 1/4" AT PANEL EDGES, UNLESSOTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. NAIL 6"ON CENTER ALONG PANEL EDGES AND 10" ON CENTER ATINTERMEDIATE SUPPORTS WITH 8D COATED COMMON NAILS.

BLOCKING AS PER TJI MANUFACTURER.

BLOCKING SHALL BE PROVIDED, AS REQUIRED, FOR THE APPLICATIONOF SHEATHING, WALLBOARD, AND OTHER MATERIALS OR BUILDINGITEMS, INCLUDING CABINETS, PLUMBING FIXTURES AND TRIM, AND TOPROVIDE FIRE STOPPING WHERE REQUIRED SUCH AS IN CONCEALEDSPACES IN WALLS, FLOOR OR CORNICE CONSTRUCTION, AT FLOORLEVELS AND AT CEILING OF TOP LEVEL TO STOP FIRE COMMUNICATIONBETWEEN FLOORS OR BETWEEN WALLS AND FLOORS OR ROOF.INSTALL BLOCKING IN A CONTINUOUS HORIZONTAL ROW AT THE MID-POINT OF ALL PARTITIONS 10'-0" OR MORE IN HEIGHT.

DOUBLE HEADER AND TRIMMER JOISTS AT ALL FLOOR OPENINGS ANDAT EDGES OF FLOOR OR LVL PER MANUFACTURERS SPEC.

CONCEALED SPACES AROUND CHIMNEYS, PIPES AND DUCT OPENINGSSHALL BE FIRE STOPPED WITH NON-COMBUSTIBLE MATERIAL.

ALL MEMBERS SHALL BE CLOSELY FITTED, ACCURATELY SET TO THEREQUIRED LINES AND LEVELS, AND RIGIDLY SECURED IN PLACE.NAILING SHALL BE IN ACCORDANCE WITH THE STATE AND LOCALCODES. JOISTS SHALL BE SET WITH THE CROWN EDGE UP.

PROVIDE SOLID SEATING FOR THE BEARING OF ALL BEAMS ANDCOLUMNS. BEAMS SHALL HAVE BEARING OF NOT LESS THAN 3 ½”INCHES ON CONCRETE OR MASONRY, AND 1-1/2 INCHES ON WOOD ORMETAL. JOISTS, TRIMMERS, HEADERS AND BEAMS FRAMING INTOCARRYING MEMBERS AT THE SAME RELATIVE LEVELS SHALL BECARRIED ON JOIST HANGERS.

JOIST HANGERS SHALL BE GALVANIZED STEEL, SIZED TO FIT THESUPPORTED MEMBER AND HAVE SUFFICIENT STRENGTH TO DEVELOPTHE FULL STRENGTH OF THE SUPPORTED MEMBER, AND SHALL BEFURNISHED COMPLETE WITH ANY SPECIAL FASTENERS REQUIRED.

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

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mee

tth

e P

assi

ve H

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10/2

3/20

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A0SP2

GENERAL SPECIFICATIONS2

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

FINISH CARPENTRY

REFERENCE STANDARD: ALL FINISH CARPENTRY SHALL CONFORM TOTHE ARCHITECTURAL WOODWORK QUALITY STANDARDS, SIXTHEDITION, VERSION 1.0, 1993 AS PUBLISHED BY THE ARCHITECTURALWOODWORK INSTITUTE.

ALL EXTERIOR WOOD TRIM TO CEDAR IN SHAPES AND SIZES INDICATEDIN DRAWINGS

TRIM SHALL BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER’S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.

EXTERIOR JOINTS SHALL BE MADE WATER-RESISTANT BY CAREFULFITTING AND CAULKING.

MOLDED WORK SHALL BE COPED AT RETURNS AND INTERIOR ANGLES,AND MITERED AT EXTERIOR CORNERS.INTERSECTIONS OF FLAT WORK SHALL BE SHOULDERED TO EASE ANYINHERENT CHANGE IN PLANE.

ALL INTERIOR WOOD TRIM AND CASING TO BE CLEAR PINE FORTRANSPARENT FINISH AND POPLAR FOR PAINTED FINISH IN DIMENSIONINDICATED IN DRAWINGS AND SCHEDULES.

NO FILLING OR PATCHING IS PERMITTED.

UNLESS OTHERWISE NOTED, ALL FINISH CORNER JOINTS SHALL BEEITHER MITERED OR LET IN AS PER DRAWINGS. CONTINUOUS BANDSSHALL BE SCARFED, ONLY WHEN UNAVOIDABLE AND IN UNOBTRUSIVEPLACES. ALL EXPOSED CORNERS SHALL BE EASED. NAILING SHALLBE AS PER MANUFACTURERS INSTRUCTIONS.

STAIRS

INTERIOR STAIRS TO BE WOOD IN CONFIGURATION INDICATED INDRAWINGS.

STAIR SHOP DRAWINGS ARE REQUIRED.

ALL STAIR COMPONENTS INCLUDING STAIR RISERS, BLUSTERS,HANDRAIL AND WOOD SPECIES TO BE SPECIFIED BY ARCHITECT ANDAPPROVED BY OWNER.ARCHITECTURAL WOODWORKTHE QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORKINSTITUTE, LATEST EDITION, SHALL APPLY TO ALL WORKMANSHIP FORARCHITECTURAL WOODWORK AND BY REFERENCE ARE MADE A PARTOF THIS SPECIFICATION. ALL WORK SHALL CONFORM TO “PREMIUM”GRADE REQUIREMENTS OF THE AWI QUALITY STANDARDS, UNLESSOTHERWISE MODIFIED HEREIN.

SHOP DRAWINGS SUBMIT SHOP DRAWINGS OF ALLWOODWORK SPECIFIED AND INDICATED ON THE DRAWINGS. SHOPDRAWINGS SHALL INDICATE ROOM PLANS AND ELEVATIONS AT 3/4”EQUALS 1’-0” SCALE AND TYPICAL CONSTRUCTION DETAILS AT 3”EQUALS 1’-0” SCALE. SHOP DRAWINGS SHALL INDICATE ALL MATERIALS,THICKNESSES AND FINISHES. SHOP DRAWINGS SHALL SHOW ALLFINISH HARDWARE, ANCHORS, FASTENINGS AND ACCESSORIES.SHOP DRAWINGS SHALL SHOW ALL JOINTING, JOINT TREATMENT ANDBUTT JOINTING IN VENEERS AND PLASTIC LAMINATE.

DELIVER FINISH CARPENTRY, MILLWORK, AND CABINET WORK IN A DRYSTABLE CONDITION; PROTECT IT AGAINST INJURY AND DAMPNESS. DONOT STORE OR INSTALL FINISH CARPENTRY, MILLWORK OR CABINETWORK UNTIL AFTER THE CONCRETE; MASONRY AND PLASTERWORKARE THOROUGHLY DRY.

DAMAGED OR DEFECTIVE ITEMS OR WORK OF THIS SECTION ARESUBJECT TO REJECTION AND REPLACEMENT WITH NEW BYCONTRACTOR, AT NO COST TO OWNER.

LUMBER: AWI SECTION 100 WITH THE FOLLOWING REQUIREMENTS

HARDWOOD FOR TRANSPARENT FINISH: PREMIUM GRADE, SELECTQUARTER SAWN BIRCH MATCHING ADJOINING VENEERS UNLESSOTHERWISE SHOWN OR SPECIFIED, AND FREE FROM CAT’S EYES,BIRD’S EYES, BURLS, CURLS OR CROSS GRAINS.

HARDWOOD FOR OPAQUE FINISH: ANY HARDWOOD WHICH, WHENFINISHED, WILL NOT SHOW ANY GRAIN, IMPERFECTION OR OTHERSURFACE DEFECTS WHEN USED WITH THE OPAQUE FINISH SPECIFIED

PLYWOOD: AWI SECTION 200; VENEER CORE, PARTICLE OR PLYWOODCORE UNLESS OTHERWISE SPECIFIED, AND WITH THE FOLLOWINGREQUIREMENTS:

HARDWOOD: PREMIUM GRADE, SECTION 200, FACE VENEERS ASSHOWN OR SPECIFIED

PARTICLE BOARD: PREMIUM GRADE, SECTION 200, FIRE RETARDANTFOR WALL PANELING ONLY EQUAL TO DURAFLAKE FR AND DURAFLAKEFOR CABINETS.

EDGES: BANDED WITH HARDWOOD IN ACCORDANCE WITH PREMIUMGRADE STANDARDS.

DIVISION 7: THERMAL AND MOISTURE PROTECTION

GENERAL

THROUGHOUT THE WORK, SEAL JOINTS AS REQUIRED, TO PROVIDE APOSITIVE BARRIER AGAINST THE PASSAGE OF MOISTURE AND THEPASSAGE OF AIR. INSTALL MATERIALS IN STRICT ACCORDANCE WITH THERECOMMENDATIONS OF THEIR MANUFACTURERS.

INSULATION, VAPOR AND MOISTURE BARRIERS

ALL NEW EXTERIOR WALLS TO RECEIVE DENSE PACK CAVITY INSULATIONIN THICKNESS AS INDICATED IN DRAWINGS. INTERIOR 2X4 STUD WALL TORECEIVE ROCK WOOL INSULATION IN THICKNESS INDICATED IN THEDRAWINGS.

ALL CEILINGS AS INDICATED IN DRAWINGS TO RECEIVE LOOSE FILLCELLULOSE INSULATION IN THICKNESS INDICATED IN THE DRAWINGS.

ALL EXTERIOR FACES OF EXTERIOR FIBERBOARD SHEATHING AT ALLEXTERIOR WALLS RECEIVING SIDING TO RECEIVE ONE LAYER OF TYVEKWITH A 6 INCH HEAD AND 6" SIDE LAP AND ALL SEAMS TAPED.

SEALANT

ALL EXTERIOR JOINTS, IN PARTICULAR BETWEEN DISSIMILAR MATERIALS,SHALL BE SEALED WITH A PERMANENT ELASTIC CAULKING COMPOUNDCAPABLE OF HOLDING PAINT. EXAMPLE OF AREA REQUIRING SEALANTINCLUDES BUT IS NOT LIMITED TO PERIMETERS OF WINDOWS AND DOORSON THE EXTERIOR.

METAL GUTTERS AND DOWNSPOUTS

PROVIDE GUTTERS AND LEADERS AT ALL LOCATIONS INDICATED ON THEDRAWINGS. ALL GUTTERS 6” ALUMINUM SEAMLESS GUTTERS IN PAINTCOLOR AS PER ARCHITECT/OWNER. ALL LEADERS TO BE MINIMUM 3" OR4” DIAMETER, ROUND, ALUMINUM IN MATCHING PAINT FINISH. PROVIDE ALLNECESSARY FASTENERS AND ATTACHMENTS FOR COMPLETE SYSTEM.SYSTEM SHALL BE COMPLETE AROUND THE ENTIRE HOUSE UNLESSOTHERWISE NOTED ON THE DRAWINGS. CONTRACTOR SHALL VERIFYLOCATION AND PITCH OF SUB DRAINAGE CONNECTIONS WITH ARCHITECTPRIOR TO INSTALLATION.

PROVIDE COMPATIBLE LEAF/DEBRIS SCREENS AT ALL GUTTERS ANDLEADERS.

DAMP PROOFING

PROVIDE DAMP PROOFING AT ALL EXTERIOR FACES OF FOUNDATIONWALLS.

DAMP PROOFING TO COVER ALL WALL AREAS, WHICH WILL BE IN DIRECTCONTACT WITH NEW BACKFILL, SUB GRADE AND FINISHED GRADE.

ALL AREAS TO RECEIVE FOUNDATION COATING SHALL BE THOROUGHLYCLEANED OF ALL DELETERIOUS MATERIAL PRIOR TO APPLICATION OFCOATING.

FLASHING

GENERALSCOPE OF WORK: WORK UNDER THIS SECTION SHALL CONSIST, INGENERAL, OF SUPPLYING AND INSTALLING NEW METAL FLASHING AT ALLROOFING EDGES, CAPS, PENETRATIONS, JOINTS AND BREAKS, AND OTHERMISCELLANEOUS LOCATIONS TO PREVENT WATER INFILTRATION ORBUILDING DETERIORATION.

REFERENCE STANDARDSREVERE COPPER PRODUCTS, "COPPER & COMMON SENSE".SMCNA, "ARCHITECTURAL SHEET METAL MANUAL".NRCA, "NRCA ROOFING AND WATERPROOFING MANUAL".

MATERIALS

ALL FLASHING SHALL BE COMPATIBLE WITH ADJOINING MATERIALS.

ALL SCREWS, CLEATS, CLIPS, NAILS OR OTHER MISCELLANEOUS SHEETMETAL CONNECTORS SHALL MATCH METAL TO BE CONNECTED AND SHALLBE AS PER DRAWINGS, REFERENCE STANDARDS, GOOD PRACTICE, ANDTHE MANUFACTURER.

EXECUTION

ALL JOINTS, SEAMS, AND CONFIGURATIONS OF ALL COMPONENTS,WHETHER SPECIFIED IN THIS SECTION, ON DRAWINGS, OR NOT AT ALL,SHALL BE DESIGNED BY THE CONTRACTOR TO SHED ALL WEATHER.

NO FLASHING WORK SHALL BE DONE IN WET CONDITIONS.

PROVIDE ALL CLEATS, CLIPS, SCREWS, NAILS, SOLDER, ANCHORS ANDMISCELLANEOUS FASTENINGS OF PROPER LENGTH, SIZE AND METAL TOMAKE A COMPLETE JOB.

PROTECT ALL DISSIMILAR METALS, INCLUDING NAILS AND FASTENERS,FROM GALVANIC CORROSION BY ISOLATING THEM FROM EACH OTHER BY AHEAVY COAT OF ALKALI RESISTANT BITUMINOUS PAINT.

FLASHING CEMENT SHALL BE NEATLY UTILIZED ACCORDING TO GOODPRACTICE TO COMPLETELY WEATHERPROOF THE ASSEMBLY ONLY IFABSOLUTELY NECESSARY. FLASHING CEMENT SHALL BE APPLIEDSPARINGLY AND WHEN ALL OTHER WEATHERPROOFING MEASURES AREDEEMED UNSUITABLE. CEMENT SHALL BE NEAT AND UNOBTRUSIVE.FOLLOW ALL MANUFACTURERS’ RECOMMENDATIONS. FLASHING CEMENTSHALL NOT BE USED TO FILL UNEVEN JOINTS, JOIN SHEETS, TO SHIM ORFILL DAMAGED AREAS, TO REPLACE MISSING MATERIALS, OR TO FULFILLANY TASK EXCEPT WEATHERPROOFING FASTENERS WITHIN 4" OFEXPOSURE, CEMENTING BETWEEN ROOFING AND FLASHING LAYERS ANDOTHER UNAVOIDABLE CONDITIONS OF A FIRST RATE JOB.

FACE VENEERS FOR TRANSPARENT FINISH: AWI SECTION 500,PREMIUM GRADE OF SPECIES OF QUARTER SAWN BIRCH. VENEERMUST BE FLITCH MATCHED, SEQUENCE MATCHED, BOOK MATCHED,END MATCHED AND CENTERED BALANCED.TRANSPARENT FINISH FOR PANELING, AND TRIM, FRAMES: AWIFACTORY FINISH SYSTEM NO. TR-6, CATALYZED POLYURETHANE,DEGREE OF SHEEN: SATIN.

CABINET WORK AND MILLWORK: FABRICATE ALL CABINETRY ANDMILLWORK TO THE “PREMIUM GRADE” STANDARDS OF THE AWI,SECTION 400.

PROVIDE 3/4” THICK DOORS, DRAWER FRONTS AND FIXED PANELS(INCLUDING THICKNESS OF PLASTIC) EXCEPT WHERE REQUIRED TOBE THICKER BY STANDARDS; AND PROVIDE FLUSH UNITS.

MATERIAL THICKNESSES: SEE DRAWINGS FOR GENERAL MATERIALSTHICKNESSES. MINIMUM THICKNESS OF SOLID LUMBER FOR WEBFRAMES, TRIM, BASES, ETC., SHALL BE 3/4”. MINIMUM THICKNESS OFPLYWOOD AND PARTICLEBOARD SHALL BE 3/4”.

CABINET DOORS AND DRAWERS SHALL BE FULL OVERLAY FLUSHMOUNTED.

ADJUSTABLE SHELVES IN CABINETS SHALL HAVE STANDARDSMORTISED INTO SIDES, FULL HEIGHT OF SIDES, SCREW ATTACHED.

FIXED SHELVES SHALL BE DADOED INTO SIDE SUPPORTS AND GLUED.

SHELVES SHALL BE 3/4” THICK FOR SPANS UP TO 30"; FOR SPANSFROM 30" TO 48" USE 1" THICK SHELVING.

CABINET HARDWARE: ARCHITECTURAL WOODWORK HARDWARE:PROVIDE THE FOLLOWING ITEMS, OR THEIR APPROVED EQUAL, ASREQUIRED.

HINGES: BLUM BLUMOTION CONCEALED HINGES.CATCHES: MAGNETIC; TOP AND BOTTOM.

PULLS: SELECTED BY THE ARCHITECT.

DRAWER SLIDES: FULL EXTENSION TYPE, 100 LB. CAPACITY. BLUMTANDEM WITH BLUMOTION

METAL SHELF SUPPORTS: HAFELE 282.11.501 OR EQUAL

FINISH: SATIN STAINLESS STEEL.

GROUNDS, BLOCKING, NAILERS, AND FURRING

PROVIDE ALL WOOD GROUNDS, BLOCKING, NAILERS, FURRING, ANDTHE LIKE FOR WORK OF THIS SECTION, WHERE SHOWN AND WHEREREQUIRED, DRESSED TO SIZE INDICATED OR REQUIRED TO SUIT THECONDITION. INSTALL GROUNDS, BLOCKING, NAILERS, FURRING, ETC.,RIGIDLY, IN PROPER ALIGNMENT, TRUED WITH A LONG STRAIGHTEDGE.

INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NODISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS.INSTALL TO A TOLERANCE OF 1/8” IN 8’-0” FOR PLUMB AND LEVEL(INCLUDING COUNTERTOPS), AND WITH 1/16” MAXIMUM OFFSET INFLUSH ADJOINING SURFACES, 1/8” MAXIMUM OFFSET IN REVEALEDADJOINING SURFACES.

SCRIBE AND CUTWORK TO FIT ADJOINING WORK, AND REFINISH CUTSURFACES OR REPAIR DAMAGED FINISH AT CUTS.

ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT IN ORDIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS,STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALEDFASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETEINSTALLATION.

PAINTING AND FINISHING: ALL PAINTING AND FINISHING WORK OFTHIS SECTION SHALL BE SHOP APPLIED, UNLESS OTHERWISE NOTED,AS SPECIFIED BELOW. ALL PAINTING AND FINISHING SHALL MATCHAPPROVED SAMPLES. FIELD FINISH PAINTING, WHERE SPECIFIEDBELOW, SHALL BE BY PAINTING SUBCONTRACTOR, AS SPECIFIED FORIN PAINTING SECTION.

BACK-PAINTING: ALL WORK OF THIS SECTION IN CONTACT WITHCONCRETE OR MASONRY OR OTHER MOISTURE AREAS AND ALLCONCEALED SURFACES OF CABINET AND MILLWORK, SHALL BE BACK-PAINTED WITH ONE (1) COAT OF OIL BASED PAINT PRIOR TOINSTALLATION, SHOP APPLIED WHERE PRACTICABLE.

FIELD TOUCH-UP: FIELD TOUCH-UP SHALL BE THE RESPONSIBILITYOF THE INSTALLING SUBCONTRACTOR, AND SHALL INCLUDE THEFILLING AND TOUCH-UP OF EXPOSED JOB MADE NAIL OR SCREWHOLES, REFINISHING OF RAW SURFACES RESULTING FROM JOBFITTING, REPAIR OF JOB INFLICTED SCRATCHES AND MARS, ANDFINAL CLEANING UP OF THE FINISHED SURFACES.

CONCEAL ALL FASTENINGS AND JOINTS WHERE POSSIBLE TOELIMINATE LEAKAGE. COVER AND SEAL FASTENINGS 4" OR CLOSERTO EXPOSURE WITH CEMENT. NAILING THROUGH FLASHING WITHIN4" OF EXPOSURE IS NOT PERMITTED UNLESS UNAVOIDABLE OR ASDRAWN. NO EXPOSED FASTENERS SHALL BE PERMITTED ONFLASHING.

EXPANSION AND CONTRACTION SHALL BE ADEQUATELY ALLOWEDFOR IN THE FINISHED WORK BY INSERTING DOUBLE FOLDEDEXPANSION JOINTS OR BY OTHER APPROVED METHODS.

ALL EXPOSED JOINTS, SHALL BE MADE EVEN AND SYMMETRICAL IFNOT DELINEATED IN THE DRAWINGS.

FOLDING, CRIMPING, CUTTING AND DRILLING MAY BE DONE WITHPOWER TOOLS OR BY HAND. ALL JOINT AND SEAM CONNECTIONSSHALL BE FOLDED AND CRIMPED AS PER THE REFERENCESTANDARDS.CONTINUOUS ASSEMBLIES, SUCH AS WALL FLASHING OR DRIP EDGESHALL BE SINGLE WIDTHS IF LESS THAN A 24" PAN AND OF MAXIMUMPRACTICAL LENGTH. NUMBER OF SEAMS AND END JOINTS SHALL INALL CASES BE KEPT TO A MINIMUM.

FLASHING SHALL BE A CUT TO PROVIDE A MINIMUM OF 4" COVERAGEUNDER WALL FINISHES, 8" UNDER ROOFING, AND 12" ON EACH SIDEOF A VALLEY OR HIP.

ALL DRIP EDGES SHALL BE 2 5/8" WIDE MINIMUM, WITH 1" FACEMINIMUM, IN MILL FINISH ALUMINUM.

METAL ROOFING

PROVIDE SITE FABRICATED STANDING SEAM METAL ROOFMANUFACTURED BY HARVEY INDUSTRIES OR EQUAL.

METAL ROOF STYLE, TYPE, AND COLOR TO BE SPECIFIED BYARCHITECT AND APPROVED BY OWNER. SAMPLES OF METAL ROOFSHALL BE PROVIDED TO THE ARCHITECT AT THE SITE FOR APPROVALPRIOR TO INSTALLATION.

ROOFING SHALL BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER INSTRUCTIONS AND SPECIFICATION FOR ROOFSLOPES OF 3/12.

ROOF VENTILATION (WHERE REQUIRED BY THE 2009 IRC)

ALL ROOFS, WHERE THE 2009 IRC REQUIRES, SHALL BE PROVIDEDWITH 2" CONTINUOUS ALUMINUM SCREENED EAVE VENTS IN MILLFINISH AS INDICATED ON DRAWINGS. MAINTAIN 1 1/2" MINIMUM AIRSPACE FOR VENTILATION CIRCULATION AT ALL POINTS, ESPECIALLYAT EAVE LOCATIONS. CONTRACTOR TO SUBMIT SAMPLE OF VENTFOR ARCHITECT’S APPROVAL.

ICE SHIELD

PROVIDE ICE SHIELD 48" WIDE, SELF ADHERED, SELF-HEALING, 70MIL MINIMUM, MODIFIED BITUMEN SHEET, AS PER ASTM D1970 AT ALLEAVES AND AS INDICATED IN ROOF PLAN.

EXTERIOR SIDING

EXTERIOR SIDING BOARD AND BATTEN CEDAR SIDING.

INSTALLATION: PRODUCTS SHALL BE INSTALLED ACCORDING WITHMANUFACTURERS RECOMMENDATIONS

MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY,AND VENTILATION) WITHIN LIMITS RECOMMENDED BYMANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALLPRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDEMANUFACTURER'S ABSOLUTE LIMITS.

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

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10/2

3/20

13 9

:23:

35 P

M

A0SP3

GENERAL SPECIFICATINOS3

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

DIVISION 8: DOORS AND WINDOWS

WINDOWS

ALL WINDOWS TO BE MANUFACTURED BY INTUS WINDOWS INCONFIGURATIONS AND FINISH SPECIFIED IN THE WINDOWSCHEDULE AND LOCATED ON THE DRAWINGS.

INSTALLATION TO BE IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.

ALL NEW WINDOW UNITS SHALL COME WITH A FULL COMPLEMENTOF STANDARD HARDWARE IN FINISH INDICATED ON WINDOWSCHEDULE.

CONTRACTOR TO PROVIDE AND INSTALL EXTERIOR AND INTERIORWINDOW TRIM AND CASINGS AS INDICATED IN DRAWINGS.

DOORS

PROVIDE AND INSTALL ALL NEW WOOD DOORS AS SPECIFIED IN THEDOOR SCHEDULE LOCATED ON THE DRAWINGS.

ALL INTERIOR DOORS TO BE FACTORY PRE-HUNG BYMANUFACTURER.

ALL EXTERIOR DOORS TO BE FACTORY PRE-HUNG AND WEATHER-STRIPPED BY MANUFACTURER.

INSTALLATION TO BE IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.

PLACE FIRE-RATED DOORS WITH CLEARANCES AS SPECIFIED INNFPA STANDARD NO. 80.

ALL DOOR HARDWARE NOT SUPPLIED WITH DOORS TO BE SCHLAGEAS PER DOOR SCHEDULE.

FINISH HARDWARE SHALL BE UNIFORM IN COLOR AND FINISH ANDFREE FROM IMPERFECTIONS AFFECTING ITS APPEARANCE,FUNCTION, OPERATION AND SERVICEABILITY. SUCH HARDWARESHALL BE SUITED AND ADAPTED TO ITS REQUIRED USE AND SHALLFIT ITS RESPECTIVE LOCATION.

WHERE THE FINISHED SHAPE OR SIZE OF MEMBERS RECEIVINGFINISH HARDWARE ARE SUCH AS TO PREVENT OR RENDERUNSUITABLE THE USE OF THE SPECIFIC TYPES OR SIZES OF SUCHHARDWARE, SUITABLE TYPES OR SIZES SHALL BE FURNISHED,HAVING AS NEARLY AS PRACTICABLE THE SAME FUNCTION,OPERATION AND QUALITY AS THE SPECIFIED HARDWARE.

BOLTS, SCREWS AND OTHER FASTENINGS REQUIRED FOR THEAPPLICATION OF THE FINISHED HARDWARE SHALL BE OF SIZE ANDTYPE TO FIT REQUIREMENTS AND SHALL BE OF THE SAMEMATERIAL AND FINISH AS THE EXPOSED PARTS OF SUCHHARDWARE, WHICH THEY ADJOIN. EXPOSED SCREWS AND BOLTSSHALL HAVE COUNTERSUNK OVAL HEADS AND BOLTS SHALL BEPROVIDED WITH CAP NUTS. COUNTERSUNK PART OF SCREW ANDBOLT HOLES SHALL BE FINISHED SMOOTHLY WITHOUT SHARPEDGES AND FORM A FIRM SEAL FOR SUCH SCREW AND BOLT HEADS.FULL THREADED WOOD SCREWS SHALL BE FURNISHED FOR ALLWOOD APPLICATIONS. NO THRU BOLTS WILL BE ALLOWED.

MINIMUM OF THREE (3) HINGES PER DOOR LEAF UP TO 7'-6" HIGH.HINGES SHALL BE OF TYPES, SIZES AND MATERIALS AS REQUIREDTO SUIT DOOR WEIGHTS THICKNESSES AND FIRE RATINGS.

HINGE SIZES SHALL BE DETAILED SO THAT THE LEAST AMOUNT OFPROJECTION SHALL BE VISIBLE FROM THE FRAME.

PROVIDE THREE (3) KEYS FOR EACH DIFFERENTLY KEYED LOCK.UNLESS OTHERWISE INDICATED, LOCKS SHALL BE KEYEDDIFFERENTLY.

PROVIDE THREE (3) MASTER KEYS.

FINAL KEYING REQUIREMENTS WILL BE DETERMINED BY THEOWNER.PROVIDE STOPS TO LIMIT THE DEGREE OF OPENING, HELPING TOPREVENT DAMAGE TO ADJACENT WALLS, COLUMNS, EQUIPMENT,THE DOOR OR ITS HARDWARE.

PROVIDE DOORS SILLS AS PER DOOR SCHEDULE.

DIVISION 9: FINISHES

GYPSUM BOARD SYSTEMS

FURNISH COMPATIBLE PARTS OF PRODUCT SYSTEM OF A SINGLEMANUFACTURER. MEET OR EXCEED GYPSUM ASSOCIATIONRECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHINGOF GYPSUM BOARD.

INTERIOR PARTITIONS AND THE INTERIOR FACE OF EXTERIOR WALLSSHALL RECEIVE 5/8" GYPSUM BOARD, UNLESS OTHERWISE INDICATED,TAPED THREE COATS AND SANDED OR SURFACE PREPPED FORINTERIOR PAINTING AS PER PAINT SCHEDULE SUPPLIED BYARCHITECT.

INTERIOR CEILINGS SHALL RECEIVE 5/8" GYPSUM CEILING BOARD,UNLESS OTHERWISE INDICATED, TAPED THREE COATS AND SANDEDOR SURFACE PREPPED FOR INTERIOR SEMI-GLOSS PAINTING.

USE METAL CORNER BEADS AS REQUIRED PROTECTING ALL OUT-CORNERS AND 'J' BEADS AS REQUIRED WHERE GYPSUM WALLBOARDAND OTHER ADJOINING FINISH MATERIALS MEET FLUSH WITH ONEANOTHER.

PERFORM FINISHING OF WALLBOARD BY THE ACCEPTABLE MULTIPLESTEP PROCESS AND SYSTEM OF FINISHING MATERIALSRECOMMENDED BY THE MANUFACTURER OF THE WALLBOARD.PROVIDE FINISHED WORK THAT IS SMOOTH AND UNIFORM.

NEW FINISH SURFACE SHALL BE FLAT PLANES FROM CORNER TOCORNER, WITH A MAXIMUM ACCEPTABLE VARIATION OF 1/4" ACROSS 8'OF WALL FROM REQUIRED PLANE.

IF SUBSTRATE EXCEEDS THIS GUIDELINE CONTRACTOR SHALL FUROUT WALL TO PROVIDE STRAIGHT SUB-SURFACE OR NOTIFY OWNERAND ARCHITECT OF CONDITION IN ADVANCE OF ANY FINISH WORK.

PROVIDE ½” “HARDIBACKER 500” ON ALL WALLS TO BE TILED. PROVIDE1/4" SPACING ALONG PANEL LENGTHS, PROVIDE 1/8" SPACING AT PANELENDS, PROVIDE 1/8" SPACING TO NON HARDIBACKER SURFACE. USEFASTENERS APPROVED FOR ATTACHING HARDIBACKER.

PROVIDE ½” GREENBOARD IN ALL WALLS OF BATHROOMS NOTRECEIVING HARDIBACKER.

PROVIDE ¼” “HARDIBACKER” OVER ¾” PLYWOOD SUB FLOOR FOR ALLTILE FLOOR APPLICATIONS.

INSTALL HARDIBACKER ON WALLS AND FLOOR IN STRICT ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS AND INSTALLATIONSINSTRUCTIONS.

PAINT AND PAINT FINISHES

THE VARIOUS SURFACES SHALL BE PAINTED OR FINISHED ASSPECIFIED HEREIN. HOWEVER, THE ARCHITECT RESERVES THE RIGHTTO CHANGE THE FINISHES WITHIN THE RANGE OF FLAT, SEMI-GLOSS ORGLOSS, WITHOUT ADDITIONAL COST TO THE OWNER.

ALL PAINTS, VARNISHES, ENAMELS, LACQUERS, STAINS AND SIMILARMATERIALS MUST BE DELIVERED IN THE ORIGINAL CONTAINERS WITHTHE SEALS UNBROKEN AND LABEL INTACT AND WITH THEMANUFACTURER'S INSTRUCTIONS PRINTED THEREON.

ALL PAINTING MATERIALS SHALL BEAR IDENTIFYING LABELS ON THECONTAINERS WITH THE MANUFACTURER'S INSTRUCTIONS PRINTEDTHEREON.

PAINT SHALL NOT BE BADLY SETTLED, CAKED OR THICKENED IN THECONTAINER, SHALL BE READILY DISPERSED WITH A PADDLE TO ASMOOTH CONSISTENCY AND SHALL HAVE EXCELLENT APPLICATIONPROPERTIES.

PAINT SHALL ARRIVE ON THE JOB COLOR-MIXED EXCEPT FOR TINTINGOF UNDER-COATS AND POSSIBLE THINNING.

ALL THINNING AND TINTING MATERIALS SHALL BE AS RECOMMENDEDBY THE MANUFACTURER FOR THE PARTICULAR MATERIAL THINNED ORTINTED.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SEE THATALL MIXED COLORS MATCH THE COLOR SELECTION MADE BY THEARCHITECT PRIOR TO APPLICATION OF THE COATING.

DO NOT PAINT MOVING PARTS OF EQUIPMENT, ELECTRICAL CONTACTSAND PARTS, LABELS, OR EQUIPMENT IDENTIFICATION PLATES UNLESSOTHERWISE NOTED.

PAINTING SUBCONTRACTOR TO REVIEW SURFACES AND SYSTEMSAND NOTIFY ARCHITECT OF ANY ANTICIPATED PROBLEMS IN ACHIEVINGFIRST CLASS FINISH RESULTS. COMMENCEMENT OF PAINTING WORKINDICATES ACCEPTANCE OF SURFACES, PLANS AND SPECIFICATIONSFOR PAINTWORK.

DO NOT APPLY SOLVENT THINNED PAINTS WHEN THE TEMPERATUREOF SURFACES TO BE PAINTED AND THE SURROUNDING AIRTEMPERATURE ARE BELOW 45 DEGREES F. DO NOT APPLY PAINT INSNOW, RAIN, FOG OR MIST, OR WHEN THE RELATIVE HUMIDITYEXCEEDS 85%, OR TO DAMP OR WET SURFACES.

CLEAN AND DUST ALL SURFACES PRIOR TO PAINTING. DO NOT PAINTWOOD IF MOISTURE CONTENT EXCEEDS 12%.

AT ALL SURFACES, NEW AND AFFECTED BY THE WORK PREPARESUBSTRATE AND APPLY 2 COATS FINISH IN STRICT ACCORDANCE WITHRECOMMENDATIONS OF THE MANUFACTURER OF THE APPROVED PAINTSYSTEM. ALL PREPARATION AND PAINTING WORK SHALL BE OF FIRSTQUALITY WORKMANSHIP, AND ONLY SKILLED MECHANICS SHALL BEEMPLOYED.NO RUNS, DRIPS, SAGS OR HOLIDAYS WILL BE PERMITTED.

DIVISION 16: ELECTRICAL

ELECTRICAL

THE STANDARD FOR ALL ELECTRICAL WORK IS THE NATIONALELECTRICAL CODE LATEST EDITION. WORK SHALL ALSO COMPLY WITHALL APPLICABLE STATE AND LOCAL CODES INCLUDING THE 2009 IRC.ELECTRICIAN WILL OBTAIN ELECTRICAL PERMIT AND FURNISH ANYADDITIONAL DIAGRAMS, WHICH MAY BE REQUIRED FOR THIS PURPOSE.

PROVIDE NEW 200 AMP ELECTRICAL SERVICE PANEL LOCATED INMECHANICAL ROOM.

ELECTRICAL SUB-CONTRACTOR SHALL PROVIDE AND INSTALLELECTRICAL SYSTEM AS REQUIRED BY NEW LIGHTING AND SWITCHINGPLANS FOR ALL NEW FIXTURES AND DEVICES. RE-WIRE EXISTINGDEVICES TO REMAIN AS REQUIRED.

THE WORK INCLUDES THE LAYOUT OF THE SYSTEM INCLUDING THEFURNISHING AND INSTALLATION OF THE NEW SYSTEM COMPLETE WITHPANELS, WIRING, CONDUIT, FIXTURES, RECEPTACLES, DEVICES,SWITCHES, SPECIAL CIRCUITS, EQUIPMENT HOOK UPS ANDDISCONNECT SWITCHES, AND OTHER EQUIPMENT IDENTIFIED,REQUIRED OR IMPLIED BY THE PLANS, SPECIFICATIONS AND GOODPRACTICE TO PRODUCE A COMPLETE AND FUNCTIONING SYSTEM. THEELECTRICAL SUBCONTRACTOR SHALL FURNISH A COMPLETE SYSTEMWITH ALL DEVICES, JUNCTIONS, SPLICES, CONNECTORS, FASTENERS,AND OTHER ITEMS NECESSARY FOR A COMPLETE SYSTEM. USECIRCUIT BREAKERS FOR ALL CIRCUITS, NOT FUSES. IF REQUIRED,PANEL BOARDS SHALL BE OF ENCLOSED CIRCUIT BREAKER TYPE.PROVIDE TYPED DIRECTORY INDICATING EQUIPMENT THAT EACHCIRCUIT CONTROLS.

ELECTRICAL SUB-CONTRACTOR WILL COORDINATE WITH THE GENERALCONTRACTOR AND OTHER SUB-CONTRACTORS TO AVOID MUTUALINTERFERENCE. INSURE THAT OUTLETS IN EXTERIOR WALLS DO NOTINTERRUPT VAPOR BARRIER OR INSULATION.

ELECTRICAL SUB-CONTRACTOR WILL PROVIDE THE OWNER WITH ACOPY OF THE UNDERWRITER'S CERTIFICATE FOR ENTIRE SYSTEMUPON COMPLETION OF THE WORK.

WHERE MULTIPLE DEVICES ARE MOUNTED TOGETHER, A GANG BOXSHALL BE USED WITH A SUITABLE GANG COVER. ELECTRICAL SUB-CONTRACTOR TO REVIEW LAYOUT OF ALL SWITCHES, OUTLETS, ANDFIXTURES WITH OWNER AND ARCHITECT BEFORE INSTALLATION. INGENERAL, ALL SWITCHES TO BE MOUNTED AT 44” AFF AND ALLOUTLETS TO BE MOUNTED AT 20” AFF OR AS HIGH AS POSSIBLE TO 20”AFF.

THE ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ALLCUTTING, PATCHING, THROUGH WALL CONNECTIONS, SLEEVES,FLASHING, AND SIMILAR ITEMS FOR THIS WORK.

PROVIDE GFI CIRCUIT BREAKERS IN PANELS SERVICING EXTERIORSWITCHES AND OUTLETS, BATH OUTLETS NEAR SINK AND SHOWER ASPER CODE.

ALL TRIM PLATES, SWITCHES, AND RECEPTACLES TO BE LUTRONARIADNI OR ARCHITECT APPROVED EQUAL. ALL SWITCHES SHALL BESILENT. COLOR AND MATERIAL OF DEVICES AND COVER PLATES TOBE APPROVED BY OWNER AND ARCHITECT.

ALL INTERIOR WIRING TO BE AS PER APPLICABLE ELECTRICAL CODES.ALL WIRING AND CONDUIT IS TO BE CONCEALED.

EXTERIOR POWER LOCATIONS AS INDICATED ON ELECTRICAL PLANSSHALL BE ENCLOSED AND GASKETTED JUNCTION BOX AND CONDUITMOUNTED 24" ABOVE GRADE.

ALL OTHER ELECTRICAL BOXES, CONNECTORS, DEVICES, ORMISCELLANEOUS FITTINGS TO BE AS REQUIRED BY CODE AND GOODPRACTICE.

TELEPHONE CIRCUITRY AND TYPE AND LOCATION OF TELEPHONEJACKS SHALL BE AS APPROVED BY OWNER.

CABLE TELEVISION CIRCUITRY AND CABLE JACK LOCATIONS ASAPPROVED BY OWNER.

SMOKE AND HEAT DETECTORS TO BE TWENTY-TWO NFPA APPROVED,SURFACE MOUNTED, HARDWIRED, PHOTOELECTRIC OR HEATDETECTING UNITS IN FINISH AS APPROVED BY THE ARCHITECT.

END SPECIFICATION

INTERIOR PAINTINGALL WALLS, CEILINGS AND TRIM TO BE PAINTED AND FINISHED ASSPECIFIED HEREIN.

FINISH AND PAINT ALL INTERIOR EXPOSED SURFACES ANDEQUIPMENT AND WHICH DO NOT THEMSELVES HAVE AN INTEGRALCOLOR FINISH.

PAINTING SCHEDULE TO BE PROVIDED BY ARCHITECT.

PROVIDE 1 COAT PRIMER AND 2 COATS FINISH.

WALLS: PRIMER: BENJAMIN MOORE INTERIOR LATEX PRIMERFINISH COAT: BENJAMIN MOORE INTERIOR LATEXCEILING: PRIMER: BENJAMIN MOORE LATEX CEILING PAINTFINISH COAT: BENJAMIN MOORE LATEX CEILING PAINTTRIM: PAINTPRIMER: BENJAMIN MOORE INTERIOR LATEX PRIMERFINISH COAT: BENJAMIN MOORE INTERIOR LATEXTRIM: CLEAR FINISH MINWAX WOOD FINISH

WOOD FLOOR AND STAIR2 COATS MOISTURE CURE - 1.6 URETHANE

EXTERIOR PAINTING

ALL EXTERIOR SURFACES TO BE PAINTED/STAINED AND FINISHED ASSPECIFIED HEREIN.

FINISH AND PAINT ALL EXTERIOR EXPOSED SURFACES ANDEQUIPMENT AND WHICH DO NOT THEM SELVES HAVE AN INTEGRALCOLOR FINISH. COMPLY WITH THE FINISH SCHEDULE AND THE PAINTSYSTEMS SPECIFIED.

EXTERIOR PAINT SCHEDULE TO BE PROVIDED BY ARCHITECT.

ALL EXTERIOR SIDING, TRIM, GARAGE DOOR, AND EXTERIOR ROOFSOFFITS TO BE STAINED WITH 2 COATS CABOT PRO VT SOLID STAIN.

APPLY EXTERIOR FINISH IN STRICT ACCORDANCE WITHMANUFACTURER’S SPECIFICATIONS.

TILE

AS SELECTED BY OWNER

REFERENCE STANDARDS

INSTALLATION OF FLOOR AND WALL TILE SHALL COMPLY WITH F143-90 IN THE HANDBOOK FOR CERAMIC

TILE INSTALLATION BY THE TILE COUNCIL OF AMERICA (1990).

INSTALLATION OF FLOOR AND WALL TILE SHALL COMPLY WITH ANSIA108.1-1985 AND GOOD PRACTICE.

GROUT WITH LATEX PORTLAND CEMENT GROUT OR LATEX ADDITIVETO PORTLAND CEMENT GROUT AND CURE AS REQUIRED. GROUT TOCONFORM TO ANSI 108.10 AND LATEX MANUFACTURERSSPECIFICATIONS. GROUT COLORS SHALL BE CHOSEN BY ARCHITECT.

MARBLE SADDLES

PRODUCT: PROVIDE SOUND GROUP "A" WHITE MARBLE, MIN. 3/4"THICK, WITH AN ABRASIVE HARDNESS OF NOT LESS THAN 10.0, WHENTESTED IN ACCORDANCE WITH ASTM C241. CUT SADDLE TO FITJAMB PROFILE, HONED FINISH, SADDLE PROFILE TO MEET ADASTANDARDS.

WOOD FLOORING

FLOATING WOOD FLOOR TBD

COMPLY WITH FLOORING MANUFACTURER’S INSTALLATIONINSTRUCTIONS, BUT NOT LESS THAN RECOMMENDED BY NATIONALWOOD FLOORING ASSOCIATION.

REVIEW LAYOUT OF WOOD FLOOR WITH ARCHITECT IN FIELD PRIORTO INSTALLATION.

DIVISION 10: SPECIALTIES

BATHROOM ACCESSORIES

CONTRACTOR TO PROVIDE BATH ACCESSORIES AS PER ACCESSORYSCHEDULE.

BATH ACCESSORIES TO INSTALL IN STRICT ACCORDANCE WITHMANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE ALLNECESSARY BLOCKING FOR THE INSTALLATION OF BATHACCESSORIES.

DIVISION 11 : EQUIPMENT

CLOSET FURNISHINGS

PROVIDE CLOSET SHELVING AND HANGING RODS THROUGHOUT ASPER ARCHITECT/OWNER DIRECTION.

A6

A5

A71

A8

1

1

1

1A11

1 2 3 4

7

8

9

10

6

11

1A12

12

1A10 CONCRETE FOOTING

TO FROST FORCOLUMNS ABOVE

Slab edge

EPS edge

Frost skirt edge

Perimeter drain

28' -

0"

36' - 0"

1' - 0"

3' - 0"

10' -

0"

8' -

0"8'

- 0"

8' -

0"4'

- 0"

10' -

0"

12' - 0" 12' - 0" 12' - 0"

2A12

16

17CONTINUOUS HAUNCHFOOTING CENTERED ON WALLABOVE. SEE DETAIL

LINE OF FRONT PORCHAND SCREEN PORCHABOVE

7

14

12

13

BEARING WALL ABOVEPROVIDE ANCHOR BOLTS 4'-0" O.C. AND6" FROM ENDS

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

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1/4" = 1'-0" 10/2

3/20

13 9

:23:

37 P

M

A1

FOUNDATION PLAN

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 Bottom of Slab Insulation

CONCRETE AND REBAR

THE FOLLOWING MIN. CONCRETE COVER OVER STEELREINFORCEMENT SHALL BE PROVIDE FOR AS FOLLOWS:A) CONCRETE CAST AGAINST EARTH - 3"B) CONCRETE EXPOSED TO WEATHER - 2"C) INTERIOR / PROTECTED FACES - 1 1/2"VERTICAL & HORIZONTAL REBAR REINFORCEMENT SHALL BE THELONGEST LENGTHS POSSIBLE.1) AT SPLICES IN RE-BAR OVERLAP MIN. 20" @ #4 BARS, 25" @ #5 BARS AND TIE. (R-611.5.4(1)2) UNCOATED RE-BAR IN FTG. TO BE USED AS GROUNDINGELECTRODE. TIE #4 LISTED COPPER CONDUCTOR CLAMP TOUNCOATED RE-BAR IN FOOTING

PROVIDE (2) #4 MIN. BARS OVER, ADJ. TO, AND BELOW ALLOPENINGS IN FND. WALL. PROVIDE MIN, OF 10" OF CONC. OVEROPENING, 1-1/2" MIN. CLEAR COVER TO EDGE OF CONC. EXTENDREINF. 12" BEYOND THE EDGE OF OPENING IN ALL DIRECTIONS.WHEN VERTICAL REINFORCEMENT IS INTERRUPTED BY WALLOPENINGS ADDITIONAL REINFORCEMENT OF THE SAME SIZE SHALLBE PLACED ON EACH SIDE OF THE OPENING WITHIN 12" OF THEOPN'G.

LAP ALL FOOTING RE-BAR 48 BAR DIAMETERS MIN.. BEND BARS ANDLAP AT CORNERS, PROVIDE 6" HOOK INTO SUPPORTING FOOTINGSWHEN FOOTINGS INTERSECT, PROVIDE 3" MIN. COVER AT BOTTOMBARS AND 3" COVER AT SIDES.

FOLLOW CURRENT CRSI STANDARDS AND RECOMMENDATIONS FORBAR DETAILING, HANDLING & PLACEMENT.O THE JOBSITE, & SHALLBE PROVIDED TO & APPROVED BY THE BUILDING OFFICIAL PRIORTO INSTALLATION. TRUSSES DESIGNS SHALL INCLUDE THE MINIMUMINFORMATION SPECIFIED IN

CONCRETE FOOTINGS:

MINIMUM COMPRESSIVE STRENGTH FOR FOOTINGS SHALL BE3,000 P.S.I. FOOTING REBAR REINFORCEMENTREQUIREMENTS/SIZE PER FOUNDATION DETAILS.

SITE CONDITIONS & BACKFILL HEIGHT DICTATE FOUNDATIONSPECIFICATIONS. SOIL TYPES ASSUMED BY DESIGNER TO BEGROUP 2, GM,GC,SM,SM-SC,OR ML PER USCS,TABLE 405.1. DESIGNLATERAL SOIL LOAD (PSF PER FOOT OF DEPTH) @ 45 OR "BETTER"(GROUP 2 (MIN)) SOIL TYPE. IF GROUP 3 OR GROUP 4 SOIL TYPESARE DISCOVERED DURING EXCAVATION, FOUNDATION DETAILS &REINFORCEMENT WILL NEED TO BE REVISED PER IRC R404 &APPROVAL GIVEN PER C.B.O. BEFORE PLACEMENT OF FOOTINGS.

CONCRETE SLABS & FLATWORK:DESIGNER IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT,SLAB CRACKING, OR OTHER FUTURE DEFECTS RESULTING FROMUNREPORTED SITE CONDITIONS OR IMPROPER COMPACTIONMITIGATING THE ABOVE & BELOW ASSUMPTIONS. ADDITIONALDESIGN CONSIDERATIONS MAY BE REQUIRED IF SUBGRADECONDITIONS ARE DEEMED TO BE UNACCEPTABLE OR CANNOT BECOMPACTED AS REQUIRED.

ALL CONCRETE SLABS/FLATWORK SHALL BE INSTALLED ABOVECOMPACTED OR VIRGIN SOIL w/ ALL TOPSOIL & FOREIGNMATERIAL REMOVED. ALL BACKFILLED AREAS SHALL BEADEQUATELY COMPACTED.

PROVIDE CONTROL JOINTS IN ALL INSIDE CORNERS OF SLABEDGES, AND AT OTHER LOCATIONS WHERE SLAB CRACKS ARELIKELY TO DEVELOP. ALL CONCRETE FLATWORK SHALL BEISOLATED FROM MASONRY.

CONCRETE FINISHES TO BE IN ACCORDANCE WITH INTENDEDBUILDING USE AS DESIGNATED BY THE OWNER AND/ORARCHITECT. UNLESS STATED OTHERWISE, PROVIDE STEELTROWEL FINISH AT ALL INTERIOR AREAS, BROOM FINISH ATEXTERIOR SLABS, STOOPS, ETC.

DAMPROOFING/WATERPROOFING: (R-406)

CONCRETE SUB-GRADE EARTHWORKDEPTHS OF FOOTINGS WILL BE DICTATED BY SITEFILL/EXCAVATION REQUIREMENTS. EXTERIOR FOOTINGS WILL BEAT OR BELOW 48" FROST DEPTH, MINIMUM. EXCAVATION OF SUB-STANDARD SOILS MAY ALSO REQUIRE FOOTINGS TO BE DEEPERTHAN THOSE INDICATED. IF PRESENT, THESE ISSUES MUST BEADDRESSED WITH THE OWNER, BUILDER, & C.B.O. PRIOR TO ANDDURING CONSTRUCTION.

ALL FOUNDATIONS SHALL BE PLACED ON UN-FROZEN ANDUNDISTURBED VIRGIN SOIL AS APPROVED BY THE INSPECTOR.STRUCTURAL FILL MATERIALS SHALL BE COMPACTED TO THESATISFACTION OF THE C.B.O.. INSPECTOR MUST REVIEW ANDAPPROVE SOIL CONDITIONS PRIOR TO FOOTING PLACEMENT TOVERIFY DESIGN ASSUMPTIONS.

EXTERIOR/EXPOSED CONCRETE SHALL BE AIR-ENTRAINED FORDURABILITY WHERE EXPOSED TO FREEZE-THAW CONDITIONS.ACI STANDARDS 305R "HOT WEATHER CONCRETING" AND 306R"COLD WEATHER CONCRETING" SHALL BE FOLLOWED WHENAPPROPRIATE.

UP

W

REF

.

A6

A5

A71

A8

1

1

1

1A11

1 2 3 4

7

8

9

10

6

11

10' -

0"

8' -

0"8'

- 0"

8' -

0"4'

- 0"

12' - 0" 12' - 0" 12' - 0"

3

21' - 10 1/4" 13' - 5 3/4"

27' -

4"

Living Room4

Kitchen / Dining5

13' - 5 3/4"

8' -

0"

9' -

3 3/

4"

6' -

10"

3' - 8 7/8"

1A12

9 1

6' - 0 7/8" 5' - 11 1/8" 12' - 0" 4' - 1 3/4" 7' - 10 1/4"

36' - 0"

14' -

0"

10' -

0"

24' -

0"

24' -

0"

4' -

0"

24' -

0"

4' -

0"

28' -

0"

4

5' -

6 3/

4"

2

16' -

9 1

/4"

12

10' -

0"

1A10

12

14

5

Mechanical3

Mudroom1

Office6

Bath2

6

8

7

Location ofHRV, hot waterheater,electrical panel

3A0 PH2

CLF18

2A1235' - 4"

27' -

4"

38' - 1 3/4"

30' -

1 3

/4"

35' - 4"

27' -

4"

2122

23A15

4

2' - 0"

17

2' - 4"

6' - 0"

24

16

14' - 0"

17

8' -

9 3/

8"8'

- 9

3/8"

Screen Porch19

2' - 0"

S34

7

14

12

13

S34

Sim

Bearing wall

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

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sign

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tth

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1/4" = 1'-0" 10/2

3/20

13 9

:23:

49 P

M

A2

FIRST FLOOR PLAN

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 First Floor Plan

DN

W

A6

A5

A71

A8

1

1

1

1A11

1 2 3 4

7

8

9

10

6

11

10

9

13' - 5 3/4" 0' - 4 1/2" 7' - 5 1/2" 0' - 6 1/2"3' - 11 1/4"0' - 4 1/2" 9' - 2"

13' - 5 3/4" 0' - 4 1/2" 7' - 5 1/2" 0' - 6 1/2" 13' - 5 3/4"

22' -

4"

5' -

0"

22' -

4"

5' -

0"

14' -

7 1

/2"

0' -

4 1/

2"12

' - 4

"

Bedroom 212

Bath 111

Bath 210

Master Bedroom9

Hall7

7

6 8

7' -

3 1/

2"

5' - 1 3/8"1' - 1 3/4"

2' -

0"19

' - 8

"

111020

19

18

17 16 15

13

6' - 0 7/8" 11' - 11 1/8" 10' - 1 3/4" 7' - 10 1/4"

36' - 0"

14' -

0"

10' -

0"

24' -

0"

10' -

6 1

/2"

6' -

11"

6' -

6 1/

2"

24' -

0"

6' - 0 7/8" 11' - 11 1/8" 10' - 11 1/8" 7' - 0 7/8"

36' - 0"

5

1211

3' -

5"

11' -

10

3/4"

7' -

6 3/

4"

2' - 0"

11' - 3 1/4"

2' -

0"

13

- -

12

1A10

12

14

Bedroom 113

Den8

3A0 PH2

29 SF

M Closet14

15 SF

CL115

13 SF

CL216

10 SF

CL317

2A12

16

17

1' -

0"

7

14

12

S34

Sim

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

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assi

ve H

ouse

Sta

ndar

d




1/4" = 1'-0" 10/2

3/20

13 9

:23:

55 P

M

A3

SECOND FLOOR PLAN

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 Second Floor Plan

A6

A5

A71

A8

1

1

1

1A11

1 2 3 4

7

8

9

10

6

11

1A12

12

1A10

METAL PANEL ROOF6/12 ROOF PITCH

DETACHEDARBOR BELOW

2A12

2' -

0"

2' -

0"

16

17


3" PLUMBING VENT

7

14

12

13

6Z1

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

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assi

ve H

ouse

Sta

ndar

d




1/4" = 1'-0" 10/2

3/20

13 9

:23:

57 P

M

A4

ROOF PLAN

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 Roof Plan

First Floor Plan0' - 0"

Second Floor Plan10' - 0"

Roof18' - 0"

Bottom of SlabInsulation

-2' - 2"

1234

1A12

11 1020

91


Intus windows

Reverse boardand batten siding

Grade

1A10

Solar shade

3A0 PH2

23

1A13

ERV Supply

16


Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

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1/4" = 1'-0" 10/2

3/20

13 9

:24:

05 P

M

A5

NORTH ELEVATION

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 North Elevation



Roof18' - 0"


-2' - 2"

1 2 3 4

17 16 15

Grade

Asphalt Roof

Intus windows

1A10

5

Solar shade

Arbor3

A0 PH2

2122

1A13

16

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1/4" = 1'-0" 10/2

3/20

13 9

:24:

09 P

M

A6

SOUTH ELEVATION

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 South Elevation



Roof18' - 0"

78910 611

13

3

Intus windows


Painted trim

Arbor

GradeGrade

12

4 2

1214

2A12

ERV Exhaust

ERV Supplyon north side

DHW exhaust

17

EGRESS EGRESS

ASHP

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1/4" = 1'-0" 10/2

3/20

13 9

:24:

13 P

M

A7

EAST ELEVATION

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 East Elevation



Roof18' - 0"

1A11

7 8 9 106 11

19 18

Grade

Solar shade


Intus Windows

8

12

Arbor

67

Solar shade

2A12

Not awindow

17

EGRESSEGRESS

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1/4" = 1'-0" 10/2

3/20

13 9

:24:

17 P

M

A8

WEST ELEVATION

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 West Elevation



Roof18' - 0"


-2' - 2"

1A11

7 8 9 106 1112

Control Layers Legend

1. Thermal Control Layer2. Water Control Layer3. Vapor Control Layer

4. Air Control Layer

Passive House Building Enclosure Principles

1. Continuous insulation2. Thermal bridge free construction3. Compact building shape4. Airtightness5. Balanced ventilation6. Optimized solar orientation and shading7. Energy efficient appliances8. User friendliness

Thermal bridge free to0.006 BTU/HRFT2F

Roof Assembly R = 85.4

Wall Assembly R = 61.7

Slab Assembly R = 75.8

TJI Wall Assembly11 7/8" TJI @ 24" O.C. withGypbd wall finish3 1/2" rock wool batts in 2x4 wall cavity1/2" OSB caulked and taped - air seal11 7/8" dense pack cellulose in TJI cavity1/2" celotex fiberboardTyvek3/4" furringReverse board and batten

Triple pane Intus casement windows U =.15

Roof Assembly30" raised heel wood truss withGypbd ceiling finish1/2" OSB caulked and taped - air sealWood truss24" blown in cellulose isulationRoof sheathingTyvek3/4" furringMetal roof

Exposed framing at porch

Solar shading

Air Tightness Minimum0.6ACH @ 50Pa

Entrance door

EPS frost skirt

Slab Assembly6" Reinforced concrete floor finishTaped polyethylene water and vapor barrier8" compacted #2b stone12" rigid under slab insulation2" flowable fill8" compacted #2B stone

SOUTHNORTH

6 / 12

All control layers are to be continuous

Grade

5 8' -

0"10

' - 0

"

2' -

1 1/

4"

3' -

0 1/

4"

Hall7

Bath 111

Mudroom1

Living Room4

9' -

9 1/

8"

28' -

8 1

/8"

2A12

Passive House Criteria1. Ventilation Heat Recovery > 75%2. Thermal envelope R >38.5 hr.ft2 F/BTU3. Thermal Bridge Free <.006 BTU/hr. ft F4. Window Installed U = < 0.15 BTU/hr.ft2F5. SHGC Window 50% - 55%6. Max T interior air and surface <7.2 F7. Max heating coil 25.6 F

17' -

10

3/8"

18' -

0"

A121

Sim

Mechanicalchase

8' -

10 3

/4"

Solar shading

Patio

30" raised heel energy truss

22' -

2 1

/4"

30' - 1"

17

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




3/8" = 1'-0" 10/2

3/20

13 9

:24:

24 P

M

A10

BUILDING SECTION A

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

3/8" = 1'-0"1 Building Section A Cross



Roof18' - 0"


-2' - 2"

1 2 3 4

1A10

A122

Sim

Control Layers Legend

1. Thermal Control Layer2. Water Control Layer3. Vapor Control Layer

4. Air Control Layer


Roof Assembly R = 85.4

Wall Assembly R = 61.7

Slab Assembly R = 75.8

TJI Wall Assembly11 7/8" TJI @ 24" O.C. withGypbd wall finish3 1/2" rock wool batts in 2x4 wall cavity1/2" OSB caulked and taped - air seal11 7/8" dense pack cellulose in TJI cavity1/2" celotex fiberboardTyvek3/4" furringReverse board and batten

Triple pane Intuscasement windows U =.15

Roof Assembly30" raised heel wood truss withGypbd ceiling finish1/2" OSB caulked and taped - air sealWood truss24" blown in cellulose isulationRoof sheathingTyvek3/4" furringMetal roof

Solar shading

Air Tightness Minimum0.6ACH @ 50Pa

EPS frost skirt

Slab Assembly6" Reinforced concrete floor finishTaped polyethylene water and vapor barrier8" compacted #2b stone12" rigid under slab insulation2" flowable fill8" compacted #2B stone

EAST

WEST

All control layers are to be continuous

Grade

Passive House Standard Metrics1. Annual Heating Demand <4.75 kBTU/ft2 yr2. Annual Total Primary Energy Demand <38 kBTU/ft2 yr3. Air Leakage @ 50 Pa <0.6 ACH @ 50 Pa

Passive House Criteria1. Ventilation Heat Recovery > 75%2. Thermal envelope R >38.5 hr.ft2 F/BTU3. Thermal Bridge Free <.006 BTU/hr. ft F4. Window Installed U = < 0.15 BTU/hr.ft2F5. SHGC Window 50% - 55%6. Max T interior air and surface <7.2 F7. Max heating coil 125.6 F

12 14

4

18

6

Solar shading

Living Room4

Bedroom 113

Hall7

Master Bedroom9

Kitchen / Dining5

9 7

8

423

9

6


38' - 0 1/2"

38' - 1 3/4"

1A13

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




3/8" = 1'-0" 10/2

3/20

13 9

:24:

31 P

M

A11

BUILDING SECTION B

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

3/8" = 1'-0"1 Building Section B Longitudinal

Firs

t Flo

or P

lan

0' -

0"

Seco

nd F

loor

Pla

n10

' - 0

"

Roo

f18

' - 0

"

Bot

tom

of S

lab

Insu

latio

n-2

' - 2

"

10

0' - 5 27/32"

0' - 3 27/32"

0' - 6" 0' - 8" 1' - 0"

8" o

f com

pact

ed g

rave

l

12" T

ype

IX E

PS in

sula

tion

with

sea

ms

seal

ed

8" p

erlit

e

6" p

oure

d co

ncre

te s

lab

EPS

fros

t win

g

10 m

il po

ly w

rape

d up

onto

OSB

and

tape

d

0' - 2"

Fibe

rcem

ent w

ith p

argi

ng

2x4

botto

m p

late

sea

led

to c

oncr

ete

1/2"

gyps

um w

allb

oard

2x4

wal

l stu

d @

2'-0

" O.C

.

9/16

" OS

B sh

eath

ing

glue

d to

fram

e w

ith s

eam

s se

aled

3 1/

2" ro

ck w

ool c

avity

insu

latio

n

1 1/

4" P

SL

11 7

/8" T

JI @

2'-0

" O.C

.

1/2"

cel

otex

fiber

boar

dsh

eath

ing

Tyve

k ho

use

wra

p

3/4"

woo

d fu

rring

woo

d cl

addi

ng

11 7

/8" d

ense

pac

k ce

llulo

se in

sula

tion

Scr

eene

d ve

nt

Ther

mal

brid

ge fr

ee to

0.00

6 BT

U/H

RFT

2F

Ther

mal

brid

ge fr

ee to

0.00

6 BT

U/H

RFT

2F

2x4

sing

le to

p pl

ate

5/8"

gyp

bd

11 7

/8" T

JI jo

ists

@ 2

'-0" O

.C.

3/4"

sub

floor

3/4"

T&

G w

ood

floor

ing

EPS

insu

latio

n

2x4

plat

e

GR

EEN

- A

ir an

d va

por c

ontro

l lay

er

RED

- Th

erm

al c

ontro

l lay

er

BLU

E - W

ater

con

trol l

ayer

R-v

alue

of w

all a

ssem

bly

= 53

.4

2x4

top

plat

e

5/8"

gyp

bd

OSB

with

sea

ms

tape

dan

d bl

ocke

d

2'-0

" loo

se fi

ll ce

llulo

se in

sula

tion

30" r

aise

d he

el tr

uss

@ 2

'-0" O

.C.

OS

B st

rip p

rior t

o tru

ss w

ith fl

ashi

ng ta

pe

Met

al ro

of

Insu

latio

n ba

ffle

Roo

f she

athi

ng

Scr

eene

d an

dve

nted

wal

l cav

ity

Ven

ted

soffi

t

Con

tinuo

usal

umin

umgu

tter

Ther

mal

brid

ge fr

ee to

0.00

6 BT

U/H

RFT

2F

Pai

nted

trim

S31Si

m

S33Si

m

S32Si

m

Firs

t Flo

or P

lan

0' -

0"

Seco

nd F

loor

Pla

n10

' - 0

"

Roo

f18

' - 0

"

Bot

tom

of S

lab

Insu

latio

n-2

' - 2

"

4

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




3/4" = 1'-0" 10/2

3/20

13 9

:24:

34 P

M

A12

WALL SECTION A

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

3/4

" = 1

'-0"

1W

all S

ectio

n A

3/4

" = 1

'-0"

2W

all S

ectio

n B

Header as per structural drawings

3/4" window jamb extension

1 1/4" Timberstrand

1 1/4" #12 wood screws

Triple pane Intus Eforte windowsInswing casement window

Under sill profile by Intus

Window installation clip

1 1/4" #12 wood screws

Vycor

Tyvek=water control layer

3/4" window jamb extension

3M 8067 tape over tyvek

EPS insulation

Metal window sill

Spray foam or foam tape

Window jamb beyond

Extension jamb

EPS insulation



3M 8067 over Tyvek


Vycor prior to setting roof truss

Dashed line is air control layer

OSB

Window clip

Vycor

Vycor

1 1/4" Timberstrand

11 7/8" TJI vertical

Dense pack cellulose

Dashed line of air control layer =OSB

Rock wool insulation in service cavity

3 1/2" structural stud wall

0' - 0 3/4"0' - 0 3/4"0' - 0 1/2" 0' - 11 7/8" 0' - 0 1/2" 0' - 3 1/2" 0' - 0 1/2"

3/4" furring and air space

Dashed line of thermalcontrol layer

Cor o vent

3M 8067 tape



Dashed line of thermalcontrol layer

Cor o vent

Metal drip cap


Capillary break

Equal Equal

Install window at centerof thermal enclosure

1' - 6 3/8"

0' - 9 3/4"

0' - 10 3/4"

0' -

2 25

/32"

OSB strip before setting roof truss

Taped seam at OSB

3 1/2" structural stud wall

Rock woll in service cavity

OSB

Dashed line of air control layer

Vycor flashing tape

Spray foam insulation



Extension jamb

Dashed line of thermal control layer



Painted gypbd1 1/4" Timberstrand

Blocking / furring

2x4 stud

Vycor flashing tape

1 1/4" #12 screws

Window installation clip

Fiberboard sheathing

Intus eforte triple paneinswing casement window

EPS insulation

Dashed line of thermal control layer

Extension jamb

3M 8067 flashing tape

Aluminum window sill beyond

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




3" = 1'-0" 10/2

3/20

13 9

:24:

40 P

M

A14

WINDOW DETAILS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

3" = 1'-0"1 Window Head and Sill Details 3" = 1'-0"2 Window Jamb Detail

1 2 3

4 5 6

Flash opening Insatll WRB and flash Install window

Over insulate window Flash over insulation Insatll siding over furring and metal sill

1' - 4 7/8"

Vented wood siding

3/4" furring strips

Fiberboard

Tyvek

11 7/8" dense pack cellulose

11 7/8" TJI @ 2'-0" O.C.

2x4 wall stud @ 2'-0" O.C.

Flashing tape at TJI to OSB

1/2" gypbd

GREEN - Air and vapor control layer

RED - Thermal control layer

BLUE - Water control layer

(2) 2x4 at corner

1' -

6 5/

8"

EPS insulation

Wall r-value = 50.7

Undisturbed soil

8" of compacted #2B stone

12" of EPS insulation with seams sealed


Grade

2" EPS frost wing

2' - 0"

0' -

6"

Parged fibercement

Screned cladding vent

Fiberboard

6" poured concrete slab

2x4 plate sealed to slab

10 mil poly wraped to OSB and taped

5/8" gypbd

Structural 2x4 stud wall @ 24" O.C.

OSB glued to frame - caulked and taped

1' -

2"

11 7/8" TJI @ 2'-0" O.C.

11 7/8" dense pack cellulose insulation


Tyvek housewrap

GREEN - Air and vapor control layerBLUE - Water control layer



Painted wood cladding

3.5" mineral wool insulation

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1" = 1'-0" 10/2

3/20

13 9

:24:

45 P

M

A15

THERMAL BRIDGE A

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1" = 1'-0"4 Thermal Bridge Detail at Plan Corner 1" = 1'-0"1 Thermal Bridge Detail at Wall / Slab

Heat transfer analysis using THERM 6.3

Thermal Bridge Calculator

Heat transfer analysis using THERM 6.3 Heat transfer analysis using THERM 6.3

67.5 F

66.5 F

65.4 F

27.4 F

67.1 F

67.2 F

5/8" gypbd

2x4 wall studs @ 2'-0" O.C. glued to frame

3 1/2" mineral wool batt insulation

OSB sheathing glued to framecaulked and seams taped

2x4 top plate

5/8" gypbd

11 7/8" TJI joists @ 2'-0" O.C.

EPS insulation

2x4 plate

3/4" floor sheathing

3/4" T&G wood flooring

11 7/8" TJI @ 2'-0" O.C.



Tyvek housewrap

3/4" furring and vent space





5/8" Gypbd

2x4 wall studs @ 2'-0" O.C.


OSB glued to frame with seamsand joints caulked and taped

11 7/8" TJI @ 2'-0" O.C.

11 7/8" dense packcellulosecavity insulation

2x4 top plate


Tyvek housewrap

3/4" furring and cladding vent space


5/8" Gypbd

OSB glued to truss withseams caulked and taped

OSB strip before truss

Screened cladding vent

Vented soffit

Painted trim

continuous aluminum gutter

Aluminum drip edge

Metal roof

Insulation baffle

2'-0" loose fill insulation

5/8" Roof sheathing

30" Raised heel truss

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1" = 1'-0" 10/2

3/20

13 9

:24:

50 P

M

A16

THERMAL BRIDGE B

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1" = 1'-0"1 Thermal Bridge Detail at Wall / Floor

1" = 1'-0"2 Thermal Bridge Detail at Wall / Roof

65.6 F

27.7 F

67.6 F

64.9 F

27.4 F

67.2 F27.2 F



Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




10/2

3/20

13 9

:25:

00 P

M

A17

SCHEDULES, WINDOWS,AND DOORS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

Door Schedule

DoorNumber Door Size Head Height Manufacturer Model Description

FinishDoor Frame

2 48" x 80" 6' - 8" Simpson Sliding closet door Wood Wood4 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood5 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood6 24" x 80" 6' - 8" Simpson Flush solid core Wood Wood7 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood8 48" x 80" 6' - 8" Simpson Sliding closet door Wood Wood9 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood10 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood11 60" x 80" 6' - 8" Simpson Sliding closet door Wood Wood12 60" x 80" 6' - 8" Simpson Sliding closet door Wood Wood13 36" x 80" 6' - 8" Simpson Flush solid core Wood Wood16 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood17 30" x 80" 6' - 8" Simpson Flush solid core Wood Wood

Window Schedule

MarkDimensions Head

Height Type Manufacturer ModelGlazing

CommentsWidth Height Type

1 2' - 0" 3' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed North Elevation2 3' - 0" 4' - 0" 7' - 8" Casement with Trim Intus Windows Eforte Triple glazed East Elevation3 3' - 0" 4' - 0" 7' - 8" Fixed with Trim Intus Windows Eforte Triple glazed East Elevation4 3' - 0" 4' - 0" 7' - 8" Casement with Trim Intus Windows Eforte Triple glazed East Elevation5 6' - 0" 7' - 8" 7' - 8" Sliding-2 panel Intus Door Prestige Triple glazed South Elevation6 3' - 0" 5' - 6" 7' - 8" Casement with Trim Intus Windows Eforte Triple glazed West Elevation7 3' - 0" 5' - 6" 7' - 8" Fixed with Trim Intus Windows Eforte Triple glazed West Elevation8 3' - 0" 5' - 6" 7' - 8" Casement with Trim Intus Windows Eforte Triple glazed West Elevation9 6' - 0" 4' - 0" 6' - 8" Fixed with Trim Intus Windows Eforte Triple glazed North Elevation10 2' - 0" 3' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed North Elevation11 2' - 0" 3' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed North Elevation12 3' - 0" 4' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed East Elevation13 3' - 0" 4' - 0" 6' - 8" Fixed with Trim Intus Windows Eforte Triple glazed East Elevation14 3' - 0" 4' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed East Elevation15 6' - 0" 5' - 6" 6' - 8" Fixed with Trim Intus Windows Eforte Triple glazed South Elevation16 6' - 0" 5' - 6" 6' - 8" Fixed with Trim Intus Windows Eforte Triple glazed South Elevation17 6' - 0" 5' - 6" 6' - 8" Fixed with Trim Intus Windows Eforte Triple glazed South Elevation18 3' - 0" 4' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed West Elevation19 3' - 0" 4' - 0" 6' - 8" Casement with Trim Intus Windows Eforte Triple glazed West Elevation20 6' - 0" 4' - 0" 6' - 8" Fixed with Trim Intus Windows Eforte Triple glazed North Elevation21 6' - 0" 6' - 6" 7' - 8" Fixed with Trim Intus Windows Eforte Triple glazed South Elevation22 6' - 0" 6' - 6" 7' - 8" Fixed with Trim Intus Windows Eforte Triple glazed South Elevation23 3' - 0" 6' - 8" 6' - 8" Hinged Full Lite Door Intus Door Prestige Triple glazed North Elevation24 3' - 0" 6' - 8" 6' - 8" Hinged Full Lite Door Intus Door Prestige Triple glazed West Elevation

Room Finish Schedule

RoomNumber Room Name

FinishArea Volume

CeilingHeightFloor Base Wall Ceiling

1 Mudroom Concrete 1 x 4 Gypbd Gypb 49 SF 398 CF2 Bath Concrete 1 x 4 42" Tile Gypb 38 SF 306 CF3 Mechanical Concrete 1 x 4 42" Tile Gypb 32 SF 259 CF4 Living Room Concrete 1 x 4 Gypbd Gypb 422 SF 3514 CF5 Kitchen / Dining Concrete 1 x 4 Gypbd Gypb 287 SF 2070 CF6 Office Concrete 1 x 4 Gypbd Gypb 53 SF 360 CF7 Hall Wood 1 x 4 Gypbd Gypb 156 SF 1225 CF8 Den Wood 1 x 4 Gypbd Gypb 110 SF 880 CF9 Master Bedroom Wood 1 x 4 Gypbd Gypb 175 SF 1392 CF10 Bath 2 Tile Tile 42" Tile Gypb 53 SF 416 CF11 Bath 1 Tile Tile 42" Tile Gypb 49 SF 383 CF12 Bedroom 2 Wood 1 x 4 Gypbd Gypb 152 SF 1138 CF13 Bedroom 1 Wood 1 x 4 Gypbd Gypb 162 SF 1225 CF14 M Closet Wood 1 x 4 Gypbd Gypb 29 SF 226 CF15 CL1 Wood 1 x 4 Gypbd Gypb 15 SF 120 CF16 CL2 Wood 1 x 4 Gypbd Gypb 13 SF 103 CF17 CL3 Wood 1 x 4 Gypbd Gypb 10 SF 75 CF18 CLF Wood 1 x 4 Gypbd Gypb 11 SF 84 CF19 Screen Porch Bluestone - - - 168 SF 1514 CF

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




10/2

3/20

13 9

:25:

04 P

M

A18

EXTERIOR VIEWS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

Exterior view from the northeast

Exterior view from the southwestExterior view from the northwest

Exterior view from the southeast

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




10/2

3/20

13 9

:25:

11 P

M

A20

EXTERIOR WALL MOCK UP

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/A12 Detail View of window installtion from the inside




2x4 @ 24" O.C. interior wall

OSB plywood = air seal

Air caulking

3M 8067 tape at all air seal seams over primer

Gypsum wall board with latex paint

Rock wool cavity insulation - not shown


2x4 @ 24" O.C. exterior wall

Grace Vycor flashing

Wood sill

Grace Vycor flashing

Window clip by Intus Windows

Silcone bead at clip and tape

Window tape = air seal

Low expanding spray foam

Intus PVC-Ucasement window U=.14

Reverse board andbatten exterior cladding

Celotex fiberboard

Tyvek WRB

3M 8067 tape at tyvek seams

3/4" batten

Vented cladding with 3/4" air space

2x4 @ 24" O.C.exterior wall



LSL timberstrand window jamb

Grace Vycor window flashing

3M tape to WRB

1" XPS over insulatino atexterior of window frame

Low expanding spray foam

3M 8067 tape to window tape

Aluminum window sill

Intus casement window U=.14

Wood window casing

Wood window sill

Primed LSL timberstrandwindow jamb


Winow tape to indowflashing = air seal

Low expanding foam

Expanding foam gasket

Window clip

Silicone bead at window clipand tape for air sealing

Window tape = air seal

Grace vycor window flashing

Intus casement window U=.14

Reverse board andbatten vented cladding

M 8067 tape to WRB

Expanding foam gasket

Low expanding foam

1" XPS over insulation atwindow frame exterior

Window taped to 3M 8067 tape

Aluminum window sill

Wood window jamb

Window taped to 3M 8067 tape

3M 8067 tape over 1" XPS insulation

Intus PVC-U casement window U=.14


1" XPS over insulationon window jamb


Wood window casing

UP

A27

4

A27

3

A27 6

14' -

0"

18' - 0"

A27 5

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




As indicated 10/2

3/20

13 9

:25:

18 P

M

A27

GARDEN SHED

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 Shed Elevation East

1/4" = 1'-0"3 Shed Elevation North 1/4" = 1'-0"4 Shed Elevation South

1/4" = 1'-0"2 Garden Shed Plan

1/4" = 1'-0"5 Shed Elevation West

3/16" = 1'-0"6 Shed Elevation West 16

UP

W

REF

.

DN

S

S

P

P

R

R R

R R

R

R

RR

R R

SC

SCSCSC SC

SR S S

R

RR

R R

R

R

RRR

ELECTRICAL LEGEND

CO

S

CL

T

P

UC

SL

L

FL

TV

SP

R

SC

F

CF

FO

Surface mounted light fixture

Rcessed MR16 light fixture

Pendant light fixture

Sconce light fixture

Track light fixture

Closet light fixture

Fan

Shower light / fan fixture

Under cabinet light fixture

Flood light fixture

Landscape light fixture

Heat, smoke dectector, CO

Cable / satellite / 2 CAT 5

Speaker

Ceiling Fan

Floor outlet

PCO

CO

RECIRC HOODINDUCTION COOKTOP

REFRIDGERATOR

DISHWASHER

MITSUBISHI ASHP

MITSUBISHI ASHP HEAD

ELECTRICALPANEL

ULTIMATE AIR HEATRECOVERY VENTILATOR(HRV)

RINNAICONDENSINGGAS WATERHEATERWASHER/DRYER

TV

TO SHED

S

S

S

S

S

SCSC

R

R

S

R

R

R

R R

R

RR

S

16

CO

CO

CO

CO

MITSUBISHI ASHP HEAD

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1/4" = 1'-0" 10/2

3/20

13 9

:25:

28 P

M

E1

ELECTRICAL PLANS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 First Floor Electrical Plan

1/4" = 1'-0"2 Second Floor Electrical Plan

CODE RELATED ELECTRICAL NOTES

ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH THE 2009IRC & IECC. BELOW ARE EXCERPTS & HIGHLIGHTS FROM THE09 IRC & IECC. ELECTRICIAN TO REFER TO THE IECC & 09 IRCTO ENSURE FULL ELECTRICAL CODE REQUIREMENTS AREMET. ELECTRIC OUTLETS WILL BE INSTALLED AS PERNATIONAL ELECTRIC CODE. FINAL LOCATION OF ELECTRICFIXTURES MAY VARY. ARC FAULT INTERRUPTER LOCATIONSARE NOT MARKED ON PLANS & SHALL BE DETERMINED BYITEMIZED LOCATIONS BASED ON NOTES BELOW.

(R314.4) POWER SOURCE. SMOKE ALARMS SHALL RECEIVETHEIR PRIMARY POWER FROM THE BUILDING WIRING WHENSUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, ANDWHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVEPOWER FROM A BATTERY.WIRING SHALL BE PERMANENT ANDWITHOUT A DISCONNECTING SWITCH OTHER THAN THOSEREQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMSSHALL BE INTERCONNECTED.

(R315.1) CARBON MONOXIDE ALARMS SHALL BE INSTALLEDOUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATEVICINITY OF THE BEDROOMS WITHIN WHICH FUEL-FIREDAPPLIANCES ARE INSTALLED & IN DWELLING UNITS THAT HAVEATTACHED GARAGES.(R315.3) ALARM REQUIREMENTS. SINGLE STATION CARBONMONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THISCODE AND THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.

(E3404.12) IDENTIFICATION OF DISCONNECTING MEANS. EACHDISCONNECTING MEANS SHALL BE LEGIBLY MARKED TOINDICATE ITS PURPOSE, EXCEPT WHERE LOCATED ANDARRANGED SO THAT THE PURPOSE IS EVIDENT. THEMARKING SHALL HAVE THE DURABILITY TO WITHSTAND THEENVIRONMENT INVOLVED.

(E3405.4) LOCATION OF WORKING SPACES AND EQUIPMENT.REQUIRED WORKING SPACE SHALL NOT BE DESIGNATED FORSTORAGE. PANEL BOARDS AND OVERCURRENT PROTECTIONDEVICES SHALL NOT BELOCATED IN CLOTHES CLOSETS, INBATHROOMS, OR OVER THE STEPS OF A STAIRWAY

(E3608.1.1.1) INSTALLATION. CONTINUITY OF THE GROUNDINGPATH OR THE BONDING CONNECTION TO INTERIOR PIPINGSHALL NOT RELY ON WATER METERS, FILTERING DEVICESAND SIMILAR EQUIPMENT. A METAL UNDERGROUND WATERPIPE SHALL BE SUPPLEMENTED BY AN ADDITIONALELECTRODE OF A TYPE SPECIFIED IN SECTIONS E3608.1.2THROUGH E3608.1.6. THE SUPPLEMENTAL ELECTRODE SHALLBE BONDED TO THE GROUNDING ELECTRODE CONDUCTOR,THE GROUNDED SERVICE ENTRANCE CONDUCTOR, ANONFLEXIBLE GROUNDED SERVICE RACEWAY OR ANYGROUNDED SERVICE ENCLOSURE. WHERE THESUPPLEMENTAL ELECTRODE IS A ROD, PIPE OR PLATEELECTRODE IN ACCORDANCE WITH SECTION E3608.1.4 ORE3608.1.5, IT SHALL COMPLY WITH SECTION E3608.4. WHERETHE SUPPLEMENTAL ELECTRODE IS A ROD, PIPE OR PLATEELECTRODE IN ACCORDANCE WITH SECTION E3608.1.4 ORE3608.1.5, THAT PORTION OF THE BONDING JUMPER THAT ISTHE SOLE CONNECTION TO THE SUPPLEMENTAL GROUNDINGELECTRODE SHALL NOT BE REQUIRED TO BE LARGER THAN6AWGCOPPER OR 4 AWG ALUMINUM WIRE.

(E3608.1.2) CONCRETE-ENCASED ELECTRODE. AN ELECTRODEENCASED BY AT LEAST 2 INCHES (51 MM)OF CONCRETE,LOCATED HORIZONTALLY NEAR THE BOTTOM OR VERTICALLYAND WITHIN THAT PORTION OF A CONCRETE FOUNDATIONOR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH,CONSISTING OF AT LEAST 20 FEET (6096 MM) OF ONE ORMORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLYCONDUCTIVE COATED STEEL REINFORCING BARS OR RODSOF NOT LESS THAN 1/2 INCH (12.7 MM) DIAMETER, ORCONSISTING OF AT LEAST 20 FEET (6096 MM) OF BARECOPPER CONDUCTOR NOT SMALLER THAN 4 AWG SHALL BECONSIDERED AS A GROUNDING ELECTRODE. REINFORCINGBARS SHALL BE PERMITTED TO BE BONDED TOGETHER BYTHE USUAL STEEL TIEWIRES OR OTHER EFFECTIVE MEANS.WHERE MULTIPLE CONCRETE-ENCASED ELECTRODES AREPRESENT AT A BUILDING OR STRUCTURE, ONLY ONE SHALL BEREQUIRED TO BE BONDED INTO THE GROUNDING ELECTRODESYSTEM.

(E3901.2.1) ELECTRICAL OUTLETS ARE REQUIRED AT ALL WALLSEGMENTS 2 FT OR MORE IN LENGTH AND AT 12 FT MAX O.C.AND WITHIN 6 FT OF DOORWAYS. FIREPLACES AND SIMILAROPENINGS. OUTLETS SHOWN MAY BE LOCATED ON THENEAREST WALL STUD ONLY IF THE MAX. SPACING LIMIT ISNOT EXCEEDED. (E4002.14) ALL AREAS SPECIFIED IN SECTIONE3901.1, 125-VOLT, 15&20 AMP RECEPTACLES SHALL BE LISTEDTAMPER-RESISTANT RECEPTACLES.

(E3901.3) IN THE KITCHEN PANTRY, BREAKFAST ROOM, DININGROOM OR SIMILAR AREA OF A DWELLING UNIT, THE TWO ORMORE 20 AMPERE SMALL-APPLIANCE BRANCH CIRCUITS REQ'D.BY SECTION E3703.2, SHALL SERVE ALL WALL & FLOORRECEPTACLE OUTLETS COVERED BY SECTIONS E3901.2 &E3901.4 & THOSE RECEPTACLE OUTLETS PROVIDED FORREFRIGERATION APPLIANCES.

(E3901.7) OUTDOOR OUTLETS. AT LEAST ONE RECEPTACLEOUTLET THAT IS ACCESSIBLE WHILE STANDING AT GRADELEVEL AND LOCATED NOT MORE THAN 6 FEET, 6 INCHES (1981MM) ABOVE GRADE, SHALL BE INSTALLED OUTDOORS AT THEFRONT AND BACK OF EACH DWELLING UNIT HAVING DIRECTACCESS TO GRADE. BALCONIES, DECKS, AND PORCHES THATARE ACCESSIBLE FROM INSIDE OF THE DWELLING UNIT ANDTHAT HAVE A USABLE AREA OF 20 SQUARE FEET (1.86M2) ORGREATER SHALL HAVE AT LEAST ONE RECEPTACLE OUTLETINSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK,OR PORCH. THE RECEPTACLE SHALL BE LOCATED NOT MORETHAN 6 FEET, 6 INCHES (1981MM) ABOVE THE BALCONY, DECK,OR PORCH SURFACE.

(E3902.2) GARAGE AND ACCESSORY BUILDING RECEPTACLES.ALL 125-VOLT, SINGLE-PHASE, 15- OR 20-AMPERERECEPTACLES INSTALLED IN GARAGES AND GRADE-LEVELPORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FORSTORAGE OR WORK AREAS SHALL HAVE GROUND FAULTCIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL.

(E3902.11) ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION.ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN FAMILYROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS,CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALLBE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUITINTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THEBRANCH CIRCUIT.EXCEPTION:1. WHERE A COMBINATION AFCI IS INSTALLED AT THE FIRSTOUTLET TO PROVIDE PROTECTION FOR THE REMAININGPORTION OF THE BRANCH CIRCUIT, THE PORTION OF THEBRANCH CIRCUIT BETWEEN THE BRANCH-CIRCUITOVERCURRENT DEVICE ANDSUCH OUTLET SHALL BE WIRED WITH METAL OUTLET ANDJUNCTION BOXES AND RMC, IMC, EMT OR STEEL ARMOREDCABLE, TYPE AC MEETING THE REQUIREMENTS OF SECTIONE3908.8.2. AFCI PROTECTION IS NOT REQUIRED FOR A BRANCHCIRCUIT SUPPLYING ONLY A FIRE ALARM SYSTEM WHERE THEBRANCHCIRCUIT IS WIRED WITH METAL OUTLET AND JUNCTION BOXESAND RMC, IMC, EMT OR STEEL ARMORED CABLE TYPE ACMEETING THE REQUIREMENTS OF SECTION E3908.8.

(E4002.14) TAMPER-RESISTANT RECEPTACLES. IN AREASSPECIFIED IN SECTION E3901.1, 125-VOLT, 15- AND 20-AMPERERECEPTACLES SHALL BE LISTED TAMPER-RESISTANTRECEPTACLES.(PA ALT. ENERGY PROVISIONS) ALL RECESSED LIGHTINGSHALL BE IC-RATED & MEET ASTM E283 </= 2.0 CFM (AIR TIGHT)

NOTE: (PA ALT. ENERGY PROVISIONS OR N.1104.1) A MIN. OF50% OF THE LAMPS (I.E. BULBS) IN PERMANENTLY INSTALLEDFIXTURES SHALL BE HIGH EFFICACY. (60 LUMENS PER WATTFOR LAMPS OVER 40 WATTS, 50 LUMENS PER WATT FOR LAMPSOVER 15 WATTS TO 40 WATTS, 40 LUMENS PER WATT FORLAMPS 15 WATTS OR LESS.)

UP

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REF

.

DN

1' -

0"

HRV

MS

MS

HW

ELEC

S

E

E

HOOD

S

V

S6 8

E 8

8

8

Insulated 8" supply andreturn from ERV lessthan 6'-0" run each

6

Condensingelectricdryer

Recirc hood over electric cooktop

Vented tankless gas water heaterRinnai RL75i

Ductless minisplitMitsubishiInterior #MSZ-FE09NAExterior #MUZ-FE09NACooling 9,000 BTUHeating 10,900 BTU

Ductless minisplitsingle head

Supply and returnto second floor

E

4

20 CFM

35 CFM

Design air flow rate = 106 CFM (PHPP ventilation sheet)

106 CFM

106 CFMERVUltimateAir RecoupAerator 200DX1. MERV 12 Filtration2. Econocool night air flushing

S20 CFM

6

S

S

EE E6

S

S

Supply and returnfrom first floor

22 CFM

22 CFM

22 CFM

24 CFM24 CFM

Balanced Ventilation Chart

Supply ExhaustLiving Room 20cfm 1/2 Bath 23cfmKitchen 20cfm Kitchen 35cfmBedroom 1 22cfm Bath 1 24cfmBedroom 2 22cfm Bath 2 24cfmBedroom 3 22cfmTotal 106cfm 106cfm

ASHRAE 62.2

1900sq/ft x 0.01 + 7.5 x 4 = 49CFM

Local Exhaust Requirement1/2 Bath 23cfm (20cfm continuous min)Bath 1 24cfm (20cfm continuous min)Bath 2 24cfm (20cfm continuous min)Kitchen 34cfm (5ACH min)

Volume = 9ft x 9ft x 8ft = 648cuft648 x 5 = 3,240 / 60 = 54cfm54cfm - 20 (window) = 34cfm

ADDITIONAL VENTILATINO NOTES

1. EXTERIOR VENTILATION HOODS TO BEWEATHER AND INSECT PROTECTED.

2. PROVIDE DOOR UNDERCUT OR TRANSFERGRILLS FOR TRANSFER AIR.

3. SUPPLY DUCTS TO BE LOCATED NEARCEILING FOR COANDA EFFECT.

4. PROVIDE SOUNDPROOFING ATMECHANICAL ROOM.

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

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reet

Scr

anto

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8510

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1/4" = 1'-0" 10/2

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:25:

44 P

M

M1

MECHANICAL PLANS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 First Floor Mechanical Plan

CODE RELATED MECHANICAL NOTES:

ALL MECHANICAL WORK TO BE IN COMPLIANCE WITH THE 2009IRC. BELOW ARE EXCERPTS & HIGHLIGHTS FROM THE 09 IRC.MECHANICAL CONTRACTORS TO REFER TO THE 09 IRC TOENSURE FULL MECHANICAL CODE REQUIREMENTS ARE MET.

SECTION M1308MECHANICAL SYSTEMS INSTALLATIONM1308.1 DRILLING AND NOTCHING. WOOD-FRAMEDSTRUCTURAL MEMBERS SHALL BE DRILLED, NOTCHED ORALTERED IN ACCORDANCE WITH THE PROVISIONS OFSECTIONS R502.8, R602.6, R602.6.1 AND R802.7. HOLES IN LOAD-BEARING MEMBERS OF COLD-FORMED STEEL LIGHT-FRAMECONSTRUCTION SHALL BE PERMITTED ONLY IN ACCORDANCEWITH SECTIONS R505.2.5, R603.2.5 AND R804.2.5. INACCORDANCE WITH THE PROVISIONS OF SECTIONS R505.3.5,R603.3.4 AND R804.3.4, CUTTING AND NOTCHING OF FLANGESAND LIPS OF LOAD-BEARING MEMBERS OF COLD-FORMEDSTEEL LIGHT FRAME CONSTRUCTION SHALL NOT BEPERMITTED. STRUCTURAL INSULATED PANELS (SIPS) SHALL BEDRILLED AND NOTCHED OR ALTERED IN ACCORDANCE WITHTHE PROVISIONS OF SECTION R612.9.

M1308.2 PROTECTION AGAINST PHYSICAL DAMAGE. INCONCEALED LOCATIONS WHERE PIPING, OTHER THAN CAST-IRON OR GALVANIZED STEEL, IS INSTALLED THROUGH HOLESOR NOTCHES IN STUDS, JOISTS, RAFTERS OR SIMILARMEMBERS LESS THAN 1.5 INCHES (38 MM) FROM THE NEARESTEDGE OF THE MEMBER, THE PIPE SHALL BE PROTECTED BYSHIELD PLATES. PROTECTIVE STEEL SHIELD PLATES HAVING AMINIMUM THICKNESS OF 0.0575-INCH (1.463 MM) (NO. 16 GAGE),SHALL COVER THE AREA OF THE PIPE WHERE THE MEMBER ISNOTCHED OR BORED, AND SHALL EXTEND A MINIMUM OF 2INCHES (51 MM) ABOVE SOLE PLATES AND BELOW TOP PLATES.

1/4" = 1'-0"2 Second Floor Mechanical Plan

UP

W

REF

.DN

HRVHW

ELECSINK

SINK

CITY WATER

WCW

HB

HB

Vented tankless gas water heaterRinnai RL75i

B. Pipe length=16'-0"

A. Pipe length=6'-0"

C. Pipe length=6'-0"

D. Pipe length=8'-0"

E. Pipe length=10'-0"

DHW Pipe LengthsA. 6'-0"B. 16'-0"C. 6'-0"D. 8'-0"E. 10'-0"F. 1'-0"G. 4'-0"H. 12'-0"I. 10'-0"J. 6'-0"K. 6'-0"Total 85'-0"

Total length of pipesKitchen sink 22ftPowder room sink 22ftBath 1 sink 32ftBath 2 sink 48ftShower 1 24ftShower 2 36ftTotal 184ft

Expansion tank

P2903.1 REQUIRED CAPACITIES @ POINTOF DISCHARGE CHART

FIXTURE AT POINT OF OUTLETFLOWRATE(GPM)

FLOWPRESSURE

(PSI)BATHTUB,PRESSURE-BALANCEDOR THERMOSTATIC MIXING VALVE 4 20

BIDET, THERMOSTATIC MIXING 2 20DISHWASHER 2.75 8LAUNDRY TUB 4 8LAVATORY 2 8SHOWER, PRESSURE-BALANCINGOR THERMOSTATIC MIXING VALVE 3 20

SHOWER TEMPERATURECONTROLLED 3 20

SILLCOCK, HOSE BIB 5 8SINK 2.5 8WATER CLOSET, FLUSHOMETERTANK 1.6 20

WATER CLOSET,TANK,CLOSECOUPLED 3 20

WATER CLOSET, TANK 1 PIECE 6 20

(a.) A HANDHELD SHOWER SPRAY ISALSO A SHOWER HEAD

(b.) CONSUMPTION TOLERANCES SHALLBE DETERMINED FROMREFERENCEFROM REFERENCEDSTANDARDS

(a.) THE FIXTURE UNIT VALUE 2.5 ASSUMES A FLOWDEMAND OF 2.5 GPM, SUCH AS FOR AN INDIVIDUAL LAWNSPRINKLER DEVICE. IF A HOSE BIBB/SILL COCK WILL BEREQUIRED TO FURNISH A GREATER FLOW, THEEQUIVALENT FIXTURE-UNIT VALUE MAY BE OBTAINEDFROM THIS TABLE OR TABLE P2903.6(1).

TABLE P2903.2 MAXIMUMFLOW RATES AND

CONSUMPTION FOR PLUMBINGFIXTURES AND FIXTURE

FITTINGS (b)

PLUMBINGFIXTURE OR

FIXTURE FITTING

PLUMBINGFIXTURE OR

FIXTURE FITTINGLAVATORY FAUCET 2.2 GPM @ 60 PSISHOWER HEAD (a) 2.5 GPM @ 80 PSISINK FAUCET 2.2 GPM @ 60 PSIWATER CLOSET 1.6 GAL PER FLUSHING

CYCLE

TABLE P2903.6WATER-SUPPLY FIXTURE-UNIT VALUES FORVARIOUS PLUMBING FIXTURES AND FIXTURE

GROUPS

FIXTURE AT POINT OF OUTLET HOT COLD COMBINED

BATHTUB (WITH/ w/OUTSHOWERHEAD) 1 1 1.4

CLOTHES WASHER 1 1 1.4DISHWASHER 1.4 - 1.4FULL BATH GROUP w/ BATHTUBw/ w/OUT SHOWERHEAD) ORSHOWER STALL

1.5 2.7 3.6

HALF-BATH GROUP (WATER CLO& LAVATORY) 0.5 2.5 2.6

HOSE BIB (SILLCOCK) (a) - 2.5 2.5KITCHEN GROUP (DISHWASHER &SINK w/ w/ OUT GARBAGEGRINDER

1.9 1.0 2.5

KITCHEN SINK 1.0 1.0 1.4LAUNDRY GROUP(CLOTHESWASHER STANDPIPE &LAUNDRY TUB)

1.8 1.8 2.5

LAUNDRY TUB 1.0 1.0 1.4LAVATORY 0.5 0.5 0.7SHOWER STALL 1.0 1.0 1.4WATER CLOSET (TANK TYPE) - 2.2 2.2

SINK SINKWC WC

SW

SW F. Pipe length=1'-0"

G. Pipe length=4'-0"

H. Pipe length=12'-0"

I. Pipe length=10'-0"

J. Pipe length=6'-0"

K. Pipe length=6'-0"

PLUMBING DIAGRAMWASTE AND VENTILATION

ISOMETRIC - NOT TO SCALE

ROOF LINE

3"

1 1/2"

LAV.WC.

1 1/4"1 1/2"

3"

1 1/2"

WC.SHWR 2"

1 1/4"

1 1/2"

3"

3"

3"

KITCHEN SINK

1 1/2"

LAV.

3"

3"C.O.

WC.

3"

1 1/4"

LAV.

1 1/2"

WASHER

SHWR 2"

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

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e P

assi

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1/4" = 1'-0" 10/2

3/20

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:25:

53 P

M

P1

PLUMBING PLANS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 First Floor Plumbing Plan

CODE RELATED IRC PLUMBING NOTES:

ALL PLUMBING WORK TO BE IN COMPLIANCE WITH THE 2009 IRC &IPC. BELOW ARE EXCERPTS & HIGHLIGHTS FROM THE 09 IRC.MECHANICAL CONTRACTORS TO REFER TO THE 09 IRC & IPC TOENSURE FULL PLUMBING CODE REQUIREMENTS ARE MET.

P2503.6 SHOWER LINER TEST. WHERE SHOWER FLOORS ANDRECEPTORS ARE MADE WATER TIGHT BY THE APPLICATION OFMATERIALS REQUIRED BY SECTION P2709.2, THE COMPLETED LINERINSTALLATION SHALL BE TESTED. THE PIPE FROM THE SHOWERDRAIN SHALL BE PLUGGED WATER TIGHT FOR THE TEST. THEFLOOR AND RECEPTOR AREA SHALL BE FILLED WITH POTABLEWATER TO A DEPTH OF NOT LESS THAN 2 INCHES (51 MM)MEASURED AT THE THRESHOLD. WHERE A THRESHOLD OF ATLEAST 2 INCHES HIGH DOES NOT EXIST, A TEMPORARY THRESHOLDSHALL BE CONSTRUCTED TO RETAIN THE TEST WATER IN THE LINEDFLOOR OR RECEPTOR AREA TO A LEVEL NOT LESS THAN 2 INCHESDEEP MEASURED AT THE THRESHOLD. THE WATER SHALL BERETAINED FOR A TEST PERIOD OF NOT LESS THAN 15 MINUTES ANDTHERE SHALL BE NO EVIDENCE OF LEAKAGE.

P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. IN CONCEALEDLOCATIONS, WHERE PIPING, OTHER THAN CAST-IRON ORGALVANIZED STEEL, IS INSTALLED THROUGH HOLES OR NOTCHESIN STUDS, JOISTS, RAFTERS OR SIMILAR MEMBERS LESS THAN 11/2INCHES (38 MM) FROM THE NEAREST EDGE OF THE MEMBER, THEPIPE SHALL BE PROTECTED BY STEEL SHIELD PLATES. SUCH SHIELDPLATES SHALL HAVE A THICKNESS OF NOT LESS THAN 0.0575 INCH(1.463 MM) (NO. 16 GAGE). SUCH PLATES SHALL COVER THE AREAOF THE PIPE WHERE THE MEMBER IS NOTCHED OR BORED, ANDSHALL EXTEND A MINIMUM OF 2 INCHES (51 MM) ABOVE SOLEPLATES AND BELOW TOP PLATES.

P2603.3 BREAKAGE AND CORROSION. PIPES PASSING THROUGH ORUNDER WALLS SHALL BE PROTECTED FROM BREAKAGE. PIPESPASSING THROUGH CONCRETE OR CINDER WALLS AND FLOORS,COLD-FORMED STEEL FRAMING OR OTHER CORROSIVE MATERIALSHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY APROTECTIVE SHEATHING OR WRAPPING OROTHER MEANS THAT WILL WITHSTAND ANY REACTION FROM LIMEAND ACID OF CONCRETE, CINDER OR OTHER CORROSIVE MATERIAL.SHEATHING OR WRAPPING SHALL ALLOW FOR MOVEMENTINCLUDING EXPANSION AND CONTRACTION OF PIPING. MINIMUMWALL THICKNESS OF MATERIAL SHALL BE 0.025 INCH (0.64 MM).

P2708.2 WATER SUPPLY RISER. WATER SUPPLY RISERS FROM THESHOWER VALVE TO THE SHOWER HEAD OUTLET, WHETHEREXPOSED OR CONCEALED, SHALL BE ATTACHED TO THESTRUCTURE USING SUPPORT DEVICES DESIGNED FOR USE WITHTHE SPECIFIC PIPING MATERIAL OR FITTINGS ANCHORED WITHSCREWS.

WATER SUPPLY & DISTRIBUTION NOTES:

ALL WATER SUPPLY & DISTRIBUTION WORK TO BE IN COMPLIANCEWITH THE 2009 IRC & IPC. BELOW ARE EXCERPTS & HIGHLIGHTSFROM THE 09 IRC. MECHANICAL CONTRACTORS TO REFER TO THE09 IRC & IPC TO ENSURE FULL WATER SUPPLY & DISTRIBUTIONCODE REQUIREMENTS ARE MET.

SECTION P2901 GENERALP2901.1 POTABLE WATER REQUIRED. DWELLING UNITS SHALL BESUPPLIED WITH POTABLE WATER IN THE AMOUNTS ANDPRESSURES SPECIFIED IN THIS CHAPTER. IN A BUILDING WHERE ANON-POTABLE WATER-DISTRIBUTION SYSTEM IS INSTALLED, THENON-POTABLE SYSTEM SHALL BE IDENTIFIED BY COLOR MARKING,METAL TAGS OR OTHER APPROPRIATE METHOD. WHERE COLOR ISUSED FOR MARKING, PURPLE SHALL BE USED TO IDENTIFYMUNICIPALLY RECLAIMED WATER, RAINWATER AND GRAYWATERDISTRIBUTION SYSTEMS. ANY NONPOTABLE OUTLET THAT COULDINADVERTENTLY BE USED FOR DRINKING OR DOMESTICPURPOSES SHALL BE POSTED.

SECTION P2902 PROTECTION OF POTABLE WATER SUPPLYP2902.1 GENERAL. A POTABLE WATER SUPPLY SYSTEM SHALL BEDESIGNED AND INSTALLED AS TO PREVENT CONTAMINATION FROMNONPOTABLE LIQUIDS, SOLIDS OR GASES BEING INTRODUCEDINTO THE POTABLE WATER SUPPLY. CONNECTIONS SHALL NOT BEMADE TO A POTABLE WATER SUPPLY IN A MANNER THAT COULDCONTAMINATE THE WATER SUPPLY OR PROVIDE A CROSS-CONNECTION BETWEEN THE SUPPLY AND A SOURCE OFCONTAMINATION UNLESS AN APPROVED BACKFLOW-PREVENTIONDEVICE IS PROVIDED. CROSS-CONNECTIONS BETWEEN ANINDIVIDUAL WATER SUPPLY AND A POTABLE PUBLIC WATERSUPPLY SHALL BE PROHIBITED.

P2902.2 PLUMBING FIXTURES. THE SUPPLY LINES AND FITTINGSFOR EVERY PLUMBING FIXTURE SHALL BE INSTALLED TO PREVENTBACKFLOW. PLUMBING FIXTURE FITTINGS SHALL PROVIDEBACKFLOW PROTECTION IN ACCORDANCE WITH ASME A112.18.1.

P2902.3 BACKFLOW PROTECTION. A MEANS OF PROTECTIONAGAINST BACKFLOW SHALL BE PROVIDED IN ACCORDANCE WITHSECTIONS P2902.3.1 THROUGH P2902.3.6. BACKFLOW PREVENTIONAPPLICATIONS SHALL CONFORM TO TABLE P2902.3, EXCEPT ASSPECIFICALLY STATED IN SECTIONS P2902.4 THROUGH P2902.5.5.

P2902.6 LOCATION OF BACKFLOW PREVENTERS. ACCESS SHALLBE PROVIDED TO BACKFLOW PREVENTERS AS SPECIFIED BY THEMANUFACTURER'S INSTALLATION INSTRUCTIONS.

P2902.6.1 OUTDOOR ENCLOSURES FOR BACKFLOW PREVENTIONDEVICES. OUTDOOR ENCLOSURES FOR BACKFLOW PREVENTIONDEVICES SHALL COMPLY WITH ASSE 1060.P2902.6.2 PROTECTION OF BACKFLOW PREVENTERS. BACKFLOWPREVENTERS SHALL NOT BE LOCATED IN AREAS SUBJECT TOFREEZING EXCEPT WHERE THEY CAN BE REMOVED BY MEANS OFUNIONS, OR ARE PROTECTED BY HEAT, INSULATION OR BOTH.

P2902.6.3 RELIEF PORT PIPING. THE TERMINATION OF THE PIPINGFROM THE RELIEF PORT OR AIR GAP FITTING OF THE BACKFLOWPREVENTER SHALL DISCHARGE TO AN APPROVED INDIRECTWASTE RECEPTOR OR TO THE OUTDOORS WHERE IT WILL NOTCAUSE DAMAGE OR CREATE A NUISANCE.

1/4" = 1'-0"3 Second Floor Plumbing Plan

IPC PLUMBING NOTES

P1.) (IPC 306.2) PROVIDE SUPPORT FOR BURIED PIPES BYEXCAVATING 6" BELOW LEVEL OF PIPE AND BACKFILLING TOLEVEL OF PIPE WITH COMPACTED SAND OR FINE GRAVEL.BACKFILL AFTER PIPE INSTALLATION WITH SAND OR LOOSEEARTH FREE FROM ROCKS OR OTHER DEBRIS. TAMP DOWNBACKFILL AROUND PIPES IN 6" LAYERS UNTIL 12" ABOVE CROWNOF PIPE. P2.) (IPC 305.6) INSTALL BURIED PIPES MIN. 6" BELOWFROST LINE. REFER TO TOWNSHIP DESIGN PARAMETERS FORDEPTH OF FROST LINE FOR THIS JOB LOCATION.P3.) (IPC 603.2) MAINTAIN MIN 5 FT. SEPARATION OF BURIED WATERSUPPLY PIPES AND BURIED SEWER PIPES - OR MAINTAINWATER SUPPLY PIPES MIN. 12" ABOVE SEWER PIPES IF CLOSERTHAN 5 FT.

P4.) (IPC 704.1) SLOPE MAIN BUILDING DRAIN 1/8" PER FT MIN. 1/4"PER FT. PREFERRED.

P5.) (IPC 305.5) FOR PIPES THAT PENETRATE FOUNDATION WALLS,PROVIDE PVC SLEEVES MIN. (2) PIPES SIZES LARGER THANSUPPLY OR WASTE PIPE. PACK SLEEVE AROUND PIPE WITHRESILIENT FILLER. (G2415.4) GAS PIPING SHALL NOT PENETRATEBUILDING FOUNDATION WALLS @ ANY POINT BELOW GRADE. GASPIPING SHALL ENTER 7 EXIT A BUILDING @ A POINT ABOVEGRADE & THE ANNULAR SPACE BETWEEN THE PIPE & WALLSHALL BE SEALED.

P6.) (IPC 308.5) SUPPORT PVC DRAIN PIPES AT MAX. 4 FT o.c.HORIZONTALLY AND 10' o.c. VERTICALLY WITH METAL STRAPS.PROVIDE METAL STRAP OR OTHER APPROVED SUPPORTMETHOD AT THE BASE OF ALL WASTE STACKS.

P7). (IPC 604.9) PROVIDE WATER-HAMMER ARRESTOR DEVICES ATALL FIXTURES WITH QUICK-CLOSING VALVES SUCH AS WASHINGMACHINES, DISHWASHERS AND ICE-MAKERS SUPPLY. P8.)UNLESS PROVIDED INTERNALLY, WATER HEATERS SHALL HAVEA HEAT TRAP ON BOTH THE INLET & OUTLET.

P8). (P3005.2.6) A CLEANOUT IS REQUIRED AT THE BASE OF EACHSANITARY DRAINAGE STACK.

SECTION P2903

WATER-SUPPLY SYSTEM

P2903.1WATER SUPPLY SYSTEM DESIGN CRITERIA. THE WATERSERVICE AND WATER DISTRIBUTION SYSTEMS SHALL BEDESIGNED AND PIPE SIZES SHALL BE SELECTED SUCH THATUNDER CONDITIONS OF PEAK DEMAND, THE CAPACITIES AT THEPOINT OF OUTLET DISCHARGE SHALL NOT BE LESS THAN SHOWNIN TABLE P2903.1.

P2903.2 MAXIMUM FLOW AND WATER CONSUMPTION. THEMAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIESFOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BEIN ACCORDANCE WITH TABLE P2903.2.

P2903.5WATER HAMMER. THE FLOW VELOCITY OF THE WATERDISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THEPOSSIBILITY OF WATER HAMMER. WATER-HAMMER ARRESTORSSHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S INSTALLATION INSTRUCTIONS. WATERHAMMER ARRESTORS SHALL CONFORM TO ASSE 1010.

UP

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.

1 2 3 4

7

8

9

10

6

11

GP SERIES 90 11 7/8" TJI @ 24" O.C.CONTINUOUS FROM FRONT TO BACK

12

16

17

BEARING WALL.BLOCK TJI AS PERMANUFACTURERINSTRUCTIONS.

BEAM AND HEADER SCHEDULE

H-A DBL 2X10 INTERIOR HEADERWITH SINGLE JACK STUDS1-A 3 1/2" X 7 1/4" 2.0E LVL CONTINUOUS PORCH BEAM1-B 3 1/2" X 11 7/8" LVL PORCH BEAM

ENGINEERED ROOF TRUSSES

H-A

1-B

1-B 1-A 1-A

H-A H-A

1 3/4" X 11 7/8" LVL CONTINUOUSRIM JOIST STL HANGERCONNECTIONS FLR JOISTS TO LVLABV ALL WINDOWS AND DOORSTYP BOTH SIDES. (N.S. LADDERHEADERS BENEATH)

1 3/4" X 11 7/8" LVLBAND JOIST BOTHGABLE ENDS N.S.LADDER HEADERSBENEATH

2x10 LEDGER SCREWEDTO TJI AND BLOCKING -SEE DETAIL

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

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1/4" = 1'-0" 10/2

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S1

SECOND FLOOR FRAMING

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1/4" = 1'-0"1 Second Floor Framing Plan

GENERAL FRAMING NOTES:

EXTERIOR WALL SHEATHING SHALL BE 1/2" O.S.B. FASTENEDWITH 8D NAILS AT 6" O/C AT ALL PANEL EDGES AND AT 12" O.C.AT CENTER @ INTERMEDIATE STUDS. TYPICAL U.O.N. ONPLANS OR ELEVATIONS FOR WALL BRACING. NAIL ALL WALLSHEATHING WITHIN 4' OF EXTERIOR CORNERS w/ 8d NAILS @4" ON-CENTER GRID. (SEE WALL BRACING NOTES/DETAILS)

ALL EXTERIOR WALL HEADERS & INTERIOR BEARING WALLHEADERS SHALL BE AS NOTED ON PLANS / DETAILS

NON-BEARING INTERIOR OPENINGS: (U.O.N.) A.) PROVIDE A DOUBLE TOP PLATE WITH CRIPPLES TO WALLPLATES FOR UP TO 3' DOOR OPENING. B.) PROVIDE (2) 2X6 FOR 2X4 WALLS AND (3) 2X6 FOR 2X6WALLS FOR UP TO 6' DOOR OPENING. C.) PROVIDE (2) 2X8 FOR 2X4 WALLS AND (3) 2X8 FOR 2X6WALLS FOR UP TO 10' DOOR OPENING.

ALL HEADERS, BEAMS, & OTHER STRUCTURAL MEMBERSSHALL BE SPRUCE-PINE-FIR #2 LUMBER, OR BETTER (KILN-DRIED) U.O.N..

PROVIDE SOLID BLOCKING UNDER ALL POSTS & POINT LOADLOCATIONS- CONTINUOUS TO FOUNDATION/BEARING.PROVIDE SOLID BLOCKING BETW'N JOISTS AT ALL POINTLOADS FROM ABOVE AND AT WALLS ABOVE PERPENDICULARTO JOISTS.

TRUSS ROOF SHEATHING SHALL BE 5/8" EXT. RATEDSHEATHING w/ CLIPS BETWEEN. FASTEN SHEATHING TOFRAMING MEMBERS WITH 8D COMMON NAILS AT 10" O.C. INCENTER AND AT 6" O.C. ALONG THE PANEL EDGES. ALL ROOFSHEATHING SHALL BE NAILED @ 4" O.C. WITHIN 4' OF ALLGABLE, RAKE, AND ROOF OVERHANG LOCATIONS.

FLOOR SHEATHING SHALL BE 3/4" T&G PLYWOOD OR O.S.B.FASTEN SHEATHING WITH GLUE AND 8D RING SHANK NAILS AT8" O.C. IN CENTER AND AT 6" O.C. ALONG THE PANEL EDGES.(NAIL SPACING @ PANEL EDGES APPLIES TO PANEL EDGESSUPPORTED BY FRAMING MEMBERS ONLY- TONGUE&GROOVED EDGES DO NOT NEED ADDITIONAL BLOCKING ORNAILS BETWEEN FLOOR JOISTS.) GLUE ADHESIVES SHALLCONFORM TO THE PERFORMANCE SPECIFICATIONS IN AFG-01.

PROVIDE FIRE BLOCKING VERTICALLY @ CEILING & FLOORLEVELS AND HORIZONTALLY AS REQUIRED BY SECTIONR602.8.

AT LVL BEAMS OF MULTIPLE MEMBERS: (AS PER BELOW ORPER MANUFACTURER'S SPEC'S, WHICHEVER IS MORESTRINGENT) A.) 2-MEMBERS OR 3-MEMBERS UP TO 11-7/8" REQUIRES 2-ROWS OF 16D NAILS AT 12" O.C. B.) 2-MEMBERS OR 3-MEMBERS 14"-23 7/8" REQUIRES 3-ROWSOF 16D NAILS AT 12" O.C.

PROVIDE APPROVED HANGERS (*SIMPSON (OR EQUAL) STEELCONNECTORS @ ALL JOISTS, BEAMS & HEADERS THAT DONOT HAVE A MIN OF 1 1/2" BEARING. ALL LOAD BEARINGBEAMS OR HEADERS TO HAVE SOLID COLUMNS OR BEARINGWIDTHS (SOLID COLUMNS OR STUDS) A MIN. WIDTH OF THEMEMBER ABOVE. ALL DECK POSTS & BEAM CONNECTIONS TOBE *SIMPSON (OR EQUAL) STEEL CONNECTORS RATED FORBOTH UPLIFT & ALL APPLICABLE LIVE & DEAD LOADS. FINALCONNECTION SPECIFICATIONS PROVIDED BY BUILDER ORLUMBER SUPPLIER

DESIGN, FABRICATION, AND INSTALLATIONMEMBERS SHALL BE BRACED PER MANUFACTURER

DECK /SCREEN PORCH NOTES:

(1)-ALL DECK & PORCH LUMBER TO BE PRESSURE TREATED/APPROVED BY MANUFACTURER FOR EXTERIOR WEATHERCONDITIONS UNLESS OTHERWISE NOTED ON PLANS ORELEVATIONS.

(2)-ALL FLASHING MATERIAL & MECHANICAL CONNECTIONS @PRESSURE TREATED DECKS & PORCHES MUST BE COMPATIBLEWITH THE PRESSURE TREATED MATERIALS USED TO PREVENTCORROSION.

(3)-EXTERIOR DECK GUARDS (RAILING) SHOWN IS REQUIREDPER IRC R-312 WHEN THE FINISH FLOOR OF THE DECK ORRAISED FLOOR SURFACE EXCEEDS 30" HIGH VERTICALLY ABOVETHE GRADE OR SURFACE BELOW @ ANY POINT WITHIN 36".VERIFY GUARDS & RAILING MATERIALS & METHODS WITHARCHITECT PRIOR TO CONSTRUCTION. SOLID P.T. 2x BLOCKINGSHALL BE INSTALLED IST END BAY (BETWEEN DECK JOISTS) @ALL DECK RAILING POST LOCATIONS. ARCHITECT TO VERIFYRAILING POST THRU-BOLT CONNECTIONS WITH CONTRACTORPRIOR TO RAILING CONSTRUCTION BASED ON FINAL RAILINGMATERIALS/METHODS CHOSEN.

(4)-ALL EXTERIOR PORCH & DECK STAIRS TO HAVE 10"(MINIMUM) BASE TREADS, (11 1/4" +/- WITH BULL-NOSING). ALLSTAIR RISE & RUNS BASED ON SITE & GRADE SPECIFICCONDITIONS. (7" MINIMUM

DN

ENGINEERED WOOD ROOF TRUSS @ 24" O.C.

BEAM AND HEADER SCHEDULE

2-A 3 1/2" X 7 1/4" LVL HEADER WITH SINGLE JACK STUD AND HUCQ STL HANGER2-B 1 3/4" X 7 1/4" LVL HEADER WITH SINGLE JACK STUD (NO HANGER)

2A 2A 2A

2A 2B 2B

OSB ON GABLE TRUSS TOALIGN FLUSH WITH OSBEXTERIOR OF 4" WALL ANDTJI SCREWED TOEXTERIOR OF GABLETRUSS/OSB

LADDER HEADERS ONNON STRUCTURALGABLEWALS TYPICAL

OSB WITH SEAMS TAPED

OSB STRIP BEFORE TRUSS

METAL ROOF

INSULATION BAFFLE 2'-0" LOOSE FILL INSULATION

5/8" ROOF SHEATHINGWITH H CLIPS

30" RAISD HEEL TRUSS

SIMPSON SDWC15600 EACHTRUSS. INSTALL FROMINTERIOR OF WALL THROUGHSTUD, TOP PLATE, AND INTOTHE BOTTOM CHORD OF THETRUSS

2x10 SOLID BLOCKING BETWEENTRUSSES ATTACHED TO TOP PLATESw/ 8d NAILS @ 6" O.C. & SECURED TOTRUSS w/ 3-16d FACE NAILS EACHSIDE

SIMPSON H4 CLIP

5/8" GYPBD

2X4 BLOCKING

2X4 BLOCKING

VERTICAL 2X4 BLOCKING

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

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As indicated 10/2

3/20

13 9

:26:

10 P

M

S2

ROOF FRAMING

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP 1/4" = 1'-0"1 Roof Framing Plan

PREPREFABRICATED WOOD TRUSSES:

DESIGN, FABRICATION, AND INSTALLATION OF TRUSSES ANDMETAL CONNECTORS SHALL BE IN ACCORDANCE WITH THEFOLLOWING STANDARDS AND SPECIFICATIONS:

A.) IRC CODE, LATEST EDITION (R-802.10)

B.) THE DESIGN & MANUFACTURER OF METAL-PLATE-CONNECTED TRUSSES SHALL COMPLY WITH ANSI/TPI 1

C.) TRUSSES SHALL BE BRACED PER MANUFACTURER'SSPECIFICATIONS OR IN THE ABSENCE OF SPECIFIED BRACINGREQUIREMENTS PER BCSI 1-03.

D.) TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH THESHIPMENT OF TRUSSES DELIVERED TO THE JOBSITE, & SHALLBE PROVIDED TO & APPROVED BY THE BUILDING OFFICIALPRIOR TO INSTALLATION. TRUSSES DESIGNS SHALL INCLUDETHE MINIMUM INFORMATION SPECIFIED IN 09 IRC 802.10.1.

FABRICATED WOOD TRUSSES

T1)-TRUSSES SHALL BE DESIGNED AND INSTALLED INACCORDANCE WITH TPI STANDARDS AND GUIDELINES.

T2)-TRUSS MANUFACTURER SHALL PROVIDE SIGNED ANDSEALED DRAWINGS REFLECTING THE STATED DESIGNASSUMPTIONS AND OTHER TYPICAL LOADING COMBINATIONSAND CRITERIA AS DESIGNATED BY ASCE 7 & IRC R802.10.1.DESIGN LOAD CONDITIONS SHALL INCLUDE COMPONENT ANDCLADDING WIND LOADS AND BALANCED AND UNBALANCEDSNOW LOAD CONDITIONS.

T3)-TRUSS LOWER CHORDS SHALL BE INDEPENDENTLYDESIGNED FOR A LOWER CHORD LIVE LOADING OF NO LESSTHAN 10 LBS PER SQUARE FOOT OR THE ACTUAL WEIGHT OFSUPPORTED COMPONENTS, OR THE CODE REQUIRED MINIMUMFOR ACCESSIBLE ATTIC AREAS.

T4)-ALL COMPONENTS SUPPORTED BY TRUSS LOWER CHORDSSHALL BE POSITIVELY ATTACHED TO BLOCKING SUPPORTED BYDIRECT BEARING ON THE LOWER CHORD. IN NO CASE SHALLMECHANICAL OR ELECTRICAL EQUIPMENT BE HUNG BYMECHANICAL FASTENERS IN TENSION OR IN SHEAR.

T5)-TRUSSES SHALL BE DESIGNED FOR OVERFRAMING LOADSIF AND WHERE APPLICABLE.

DRILLING & NOTCHING NOTES:

R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THEDEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BELOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES ATTHE END OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OFTHE DEPTH OF THE MEMBER. THE TENSION SIDE OF THEMEMBERS 4 INCHES OR GREATER IN NOMINAL THICKNESS SHALLNOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS. THEDIAMETER OF HOLES BORED OR CUT INTO MEMBERS SHALL NOTEXCEED ONE-THIRD THE DEPTH OF THE MEMBER. HOLES SHALLNOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THEMEMBER, OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE SHALL NOTBE CLOSER THAN TWO INCHES TO THE NOTCH.

R502.8.2 ENGINEERED WOOD PRODUCTS: CUTS, NOTCHES ANDHOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER,STRUCTURAL GLUE-LAMINATED MEMBERS OR I-JOISTS AREPROHIBITED EXCEPT WHERE PERMITTED BT THEMANUFACTURER'S RECOMMENDATIONS OR WHERE THEEFFECTS OF SUCH ALTERATIONS ARE SPECIFICALLYCONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTEREDDESIGN PROFESSIONAL.

R602.6 DRILLING AND NOTCHING - STUDS:1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARINGPARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOTEXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARINGPARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40PERCENT OF A SINGLE STUD WIDTH.2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDEDTHAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN60 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NOCLOSER THAN 5/8 INCH (15.9 MM.) TO THE EDGE OF THE STUD,AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUTOR NOTCH.

EXCEPTION:USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY AREINSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.

R802.7 CUTTING AND NOTCHING: STRUCTURAL ROOF MEMBERSSHALL NOT BE CUT, BORED, OR NOTCHED IN EXCESS OF THELIMITATIONS SPECIFIED IN THIS SECTION

EXCEPTION:NOTCHES ON CANTILEVERED PORTIONS OF RAFTERS AREPERMITTED PROVIDED THE DIMENSION OF THE REMAININGPORTION OF THE RAFTER IS NOT LESS THAN 4-INCH NOMINAL(102 MM.) AND THE LENGTH OF THE CANTILEVER DOES NOTEXCEED 24 INCHES (610 MM.).

1" = 1'-0"3 Truss Connections at Wall / Roof

ENGINEERED TRUSS CONNECTION NOTES

PROVIDE *SIMPSON* TRUSS CONNECTOR (H4) ATTACHED PERMANUFACTURER'S INSTRUCTIONS AT EVERY TRUSS TO TOPPLATE CONNECTION INSTALLED ON EXTERIOR. PROVIDESIMPSON STRONG DRIVE SCREW INSTALLED FROM INTERIORFACE. (TYPICAL CONNECTIONS IN ADDITION TO BLOCKINGREQUIREMENTS-MAINTAIN 2" AIR SPACE). TRUSSMANUFACTURER TO VERIFY TRUSS TO WALL MECHANICALCONNECTIONS BASED ON LOAD REQUIREMENTS.

5/8" Gypbd

2x4 wall studs @ 2'-0" O.C.


OSB glued to frame with seamsand joints caulked and taped

11 7/8" TJI @ 2'-0" O.C.

11 7/8" dense packcellulosecavity insulation

2x4 top plate


Tyvek housewrap

3/4" furring and cladding vent space


5/8" Gypbd

OSB glued to truss withseams caulked and taped

6" OSB strip beforetruss with seamsblocked and taped


Vented soffit

Painted trim

continuous aluminum gutter

Aluminum drip edge

Metal roof

Insulation baffle

2'-0" loose fill insulation

5/8" Roof sheathing

30" Raised heel truss

OSB continuous to top chord

Undisturbed soil


12" of EPS insulation with seams sealed

8" of Perlite in bags

Grade

2" EPS frost wing

2' - 0"

0' -

6"

Parged fibercement with damproofing


Continuous 1 1/4" PSL

6" poured concrete slab

PT 2x4 plate with anchor bolts 4'-0" O.C. and sill seal

10 mil poly wraped to OSB and taped

5/8" gypbd

Structural 2x4 stud wall @ 24" O.C.

OSB glued to frame - caulked and taped

1' -

2"

11 7/8" TJI @ 2'-0" O.C.



Tyvek housewrapwith seams taped

GREEN - Air and vapor control layerBLUE - Water control layer




3.5" mineral wool insulation

(3) #4 bars @ 3" from edges and bent WWF

Termite shield

5/8" gypbd

2x4 wall studs @ 2'-0" O.C. glued to frame


OSB sheathing glued to framecaulked and seams taped

2x4 top plate

5/8" gypbd

11 7/8" TJI joists @ 2'-0" O.C.

EPS insulation

2x4 plate

3/4" floor sheathing

3/4" T&G wood flooring

11 7/8" TJI @ 2'-0" O.C.



Tyvek housewrap

3/4" furring and vent space


GREEN - Air and vapor control layerRED - Thermal control layer


11 7/8" LVL continuous rim joistwith stl hangers above openings

Continuous 2x10 blockingbehind 2x10 ledger

Continuous 2x10 ledger withSDS screws and STL hangers

Engineered trusswith ledger notch

1' - 4 7/8"

Vented wood siding

3/4" furring strips

Fiberboard

Tyvek

11 7/8" dense pack cellulose

11 7/8" TJI @ 2'-0"O.C.fastened to 2x4 withGRK structural screws

2x4 wall stud @ 2'-0" O.C.

Flashing tape at TJI to OSB

5/8" gypbd




2x4 at corner

1' -

6 5/

8"

EPS insulation

Wall r-value = 50.7

Timberstrand LSL

2x4

2x4

OSB

Scale

Project number

Date

Drawn by



Office 570 296 0466Mobile 267 294 9818

[email protected]

KARP

IAK

/ MUL

HALL

RES

IDEN

CE

1700

Pin

e St

reet

Scr

anto

n, P

A 1

8510

BUILDING PERMIT SET

New

resi

denc

e de

sign

ed to

mee

tth

e P

assi

ve H

ouse

Sta

ndar

d




1" = 1'-0" 10/2

3/20

13 9

:26:

16 P

M

S3

WALL ASSEMBLY DETAILS

12-6

Karpiak / Mulhall

OCTOBER 10, 2013RBP

1" = 1'-0"1 Detail at Wall / Roof

1" = 1'-0"2 Detail at Wall / Slab

1" = 1'-0"3 Detail at Wall / Floor

1" = 1'-0"4 Detail at Plan Corner