River road house

River Road

Seneca Ln

Scale

Project number

Date

Drawn by

CERTIFICATIONProfessional Certification.I certify that these documents were prepared or approved by me, and that I am a duly licensedarchitect under the laws of the State of Maryland, license number 17263, expiration date03-21-2015.

MATTHEW J BATTIN, ARCHITECT

1" = 400'-0"

4/3/

2015

1:4

2:10

PM

00

Cover

River Road Residence

Dean Lonzano

Issue Date

MB

15915 River Road, Poolesville, MD 20837,USA

1 Cover_Northwest

Project Summary

LATERALLOADS

Wind: 90 MPHSeismic design criteria: BUse Group: AShort Period SpectralAcceleration:

S=0.16

One Second SpectralAcceleration:

S=0.16

GRAVITYLOADSLIVE LOADS:

Roof Live Load: 40 PSFGround Snow Load: 30 PSFWind: 20

DEADLOADS

Roof Building Self Weight: 25M/E/P R MISC. (CollateralLoad)

10 PSF

Ceiling & Fixtures 20 PSF

ASSUMED SOIL BEARINGCAPACITY:

2000 PSF

BUILDINGCODES

20012 ICCI-Codes

Owner: Dean Lonzono2914 M StreetWashington, DC 20007301.633.4321

Civil Engineer:Benning & Associates, Inc,Land Planning Consultants8933 Shady Grove CourtGaithersburg, MD 20877301.948-0240

1" = 400'-0"2 Vicinity Maps

No. Description Date

Sheet List

SheetNumber Sheet Name

CurrentRevision

Current RevisionDate

00 CoverA 01 NotesA 02 Floor Plans 1 02/02/2015A 2.1 01 Floor Plan 2 03/06/15A 03 02 PLAN 1 02/02/2015A 3.1 03 Floor Plan 1 02/02/2015A 04 Roof PlanA 05 ElevationsA 06 ElevationsA 07 Section DetailsA 08 SectionA 09 Building SectionsA G 01 GarageE 1 Electrical/Lighting

PlanS 0 Foundation PlanS 1 Framing Plan 01S 2 Framing Plan 02

Scale

Project number

Date

Drawn by



4/3/

2015

1:4

2:11

PM

A 01

Notes


Dean Lonzano

Issue Date

Author


General Construction Notes

1. Dimensions are to face of structure unless otherwise noted

2. General Contractor shall install all required blocking for all equipment, hangers, etc.

3. All work shall conform to all Local, State, and Federal codes and regulations.

4. General Contractor to install plywood backing behind all shelving and sinks as needed tosupport such items (Verify locations with Owner).

5. General Contractor to run exterior exposed phone lines through steel conduit.

6. Owner shall furnish for contractor to install the following:1. (List to be provided by owner)

General Notes

1. These drawings indicated the general scope of the project in terms of architectural designconcept, dimensions, major elements, and materials. These drawings do not necessarily indicate ordescribe all work required for the full completion of the project. Anything not expressly set forth, butwhich is reasonably implied or necessary for the proper performance of the project shall beincluded in the Contractor’s bid.

2. All sections, details, and notes are intended to be typical and shall apply to similar situations.

3. These drawings may have been printed at a different scale than indicated. DO NOT SCALETHESE DRAWINGS – Use the dimensions indicated on the drawings.

4. Verify dimensions indicated on the drawings with field conditions before fabrication, orderingmaterials, or starting work. Notify Architect immediately in writing with any discrepancies.

5. All dimensions and sizes of existing construction and conditions indicated shall beconsidered approximate and shall be verified in the field by the Contractor. Existing dimensionsshall be documented in writing and provided in writing to the Architect.

6. If the Contractor encounters problems in performance of the Work indicated, he shallimmediately bring such problems to the attention of the Architect in writing for the proper action beforeWork continues. The Contractor shall immediately notify the Architect in writing of any items notshown or indicated in the construction documents that, in his opinion, require inclusion, repair, ormodification.

7. The General Contractor and his subcontractors shall furnish all of the items and laborrequired for the full completions of the project in a first class workmanship manner.

8. Each subcontractor, dealer and his employees and/or workers shall be responsible foradhering to all provisions of the Occupational Safety and Health Act and any standards promulgatedunder the Act.

9. The General Contractor and his subcontractors shall comply with all Local, State, and Federalcodes and ordinances. Unless noted otherwise, it is the General Contractor’s sole responsibility toapply for, pay for, and procure all permits, and schedule any and all required inspections.

10. The General Contractor shall have the Architect named as “additionally insured” under theirinsurance policy.

11. The General Contractor shall be responsible for the design and construction of all shoring,bracing, and falsework. The General Contractor shall submit for the Architect’s review (only) alayout of shoring indicating placement and load capacities of shoring elements.

12. The Architect is not responsible for locating existing utilities below or above grade. Anyreference to existing utilities shown are for the Client’s information only and should be field verified bythe appropriate parties at the Contractor’s expense.

13. The Architect assumes no liability or responsibility for any discrepancies between thesedrawings and the Construction Contract.

14. The Architect assumes no liability or responsibility for any discrepancies or errors containedin these drawings not called attention to in writing by the Contractor before fabrication, orderingmaterials, or starting work.

15. The Architect shall not be “in-charge” of any of the construction Work. The Contractor shallnot solicit advice from the Architect regarding means and methods to perform the Work.

16. The Architect shall not have control over or charge of and shall not be responsible forconstruction safety, construction means, methods, techniques, sequences, or procedures, or forsafety precautions and programs in connection with the construction Work.

17. The Architect’s right to be on site to periodically observe the project is simply a duty to verifythat contractual specifications are met, and does not imply oversight or responsibility for the Work.

18. The Architect shall not be responsible for errors, omissions, and/or mistakes made during theconstruction by the Contractor. The Owner’s sole remedy for construction defects, errors, oromissions shall be against the Contractor.

19. The drawings herein, architectural design inferred from, and the rights thereof as defined bycopyright laws belong to Matthew Battin, Architect and are not to be copied or reproduced withoutpermission.

Fire Rated Wall Penetrations

1. Provide UL listed systems sealants around all conduits passing through all rated walls or floors in accordancewith the UL fire resistance directory.

2. The selected system must bear an approved UL penetration system number and be installed in accordancewith the selected system taking into account the construction and the rating of the rated assembly being penetratedand the type of penetration being made.

3. The Electrical Contractor, Plumbing Contractor, and HVAC Contractor shall review architectural drawings toconfirm the number and extent of all fire rated partitions in the facility.

4. Approved products:(1) HILTI CS240(2) TERMCO Fireshield(3) 3M CP-25

- Institutes/Agencies Abbreviations -

Abbreviations Agencies

ACI American Concrete InstituteASTM American Society of Testing and MaterialsAWI Architectural Woodwork InstituteGA Gypsum Assoc.IBC International Building CodeICC International Code CouncilIRC International Residential CodeNEC National Electric CodePCA Portland Cement AssociationUL Underwriter’s LaboratoriesUSG USG Corporation

Energy Conservation Code

R402.4. Air Leakage.Building thermal envelope. The building thermal envelope shall be durably sealed to limit infiltration.The sealing methods between dissimilar materials shall allow for differential expansion andcontraction. The following shall be caulked, gasketed, weatherstripped or otherwise sealed with anair barrier material, suitable film or solid material:

1. All joints, seams and penetrations.2. Site-built windows, doors and skylights.3. Openings between window and door assemblies and their respective jambs and framing.4. Utility penetrations.5. Dropped ceilings or chases adjacent to the thermal envelope.6. Knee walls.7. Walls and ceilings separating a garage from conditioned spaces.8. Behind tubs and showers on exterior walls.9. Common walls between dwelling units.10. Attic access openings.11. Rim joist junction.12. Other sources of infiltration.

Note: Air permeable insulation (Fiberglass/rockwool…etc.) shall not be used as a sealing material.

TESTING - R402.4.1.2. . The building or dwelling unit shall be tested and verified as having an airleakage rate not exceeding 3 air changes per hour. Testing shall be conducted with a blower door ata pressure of 0.2 inches w.g. (50 Pascals). Contractor shall perform 2 tests, one at completion ofbuilding shell, the second as required by IRC R402.4.1.2 - Testing shall be conducted by a thirdparty. A written report of the test results shall be signed by the third party conducting the test andprovided to the building inspector, architect and owner not later than the final building inspection.Testing shall be performed at any time after the creation of all penetrations of the building thermalenvelope.

- R402.4.2. FIREPLACES. New wood-burning fireplaces shall have tight-fitting flue dampers andoutdoor combustion air. An air barrier shall be installed on fireplace walls. Fireplaces shall havegasketed doors.

- R402.4.4. RECESSED LIGHTING. Recessed luminaires installed in the building thermal envelopeshall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessedluminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. Allrecessed luminaires shall be sealed with a gasket of caulk (or per manufacturer’s specification)between the housing and the interior wall or ceiling covering.- R402.5 Maximum fenestration U-factor and SHGC (Mandatory). The area-weighted averagemaximum fenestration U-factor permitted using trade-offs from Section R402.1.4 or R405 shall be0.48 in for vertical fenestration, and 0.75 for skylights. The maximum SHGC for glazed fenestrationand skylights is 0.40.

R403. SYSTEMS. (Heating and Cooling & Service Water Heating)- Heating and Cooling Equipment Controls. At least one pre-programmed programmable thermostatisrequired when using a forced air system. Separate thermostats are required for each heating/coolingzone in the dwelling.- Duct Insulation. Supply and return ducts located outside the thermal building envelope shall beinsulated to an R-8. Ducts in floor trusses can be insulated to an R-6. Ductwork completely withinthe building thermal envelope need not be insulated.- Duct Sealing. All ducts, air handlers, filter boxes, and building cavities must be sealed. Joints andseams shall comply with either the International Mechanical Code or International Residential Code,as applicable.- Duct tightness shall be verified by either a Postconstruction Test or Rough-In test. Total leakageshall be less than or equal to 4 cfm (113.3 L/m) per 100 square feet of conditioned floor area whentested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system. Duct tightnesstesting is not required when the ducts and air handlers are located entirely within the buildingthermal envelope.- Building framing cavities shall not be used as ducts or plenums.- Mechanical Systm. Piping Insulation. R-3 for piping carrying fluids at > 105°F or < 55°F is required.

R403.4 SERVICE HOT WATER SYSTEMS.Circulating hot water systems shall include a manual or automatic switch that can turn off the systemwhen it is not in use.

R403.5 MECHANICAL VENTILATION. The building shall be provided with [Whole House] ventilationthat meets the requirements of the IRC (M1507). Outdoor air intakes and exhausts shall haveautomatic or gravity dampers that close when the ventilation system in not operating.

SECTION M1507MECHANICAL VENTILATION- M1507.1 General. Where local exhaust or whole-house mechanical ventilation is provided, theequipment shall be designed in accordance with this section.- M1507.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall not be recirculatedw/in a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaustair from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areasinside the building.- M1507.3 Whole-house mechanical ventilation system. Whole-house mechanical ventilationsystems shall be designed in accordance with Sections M1507.3.1 through M1507.3.3.M1507.3.1 System design. The whole-house ventilation system shall consist of one or more supplyor exhaust fans, or a combination of such, and associated ducts and controls. Local exhaust orsupply fans are permitted to serve as such a system. Outdoor air ducts connected to the return sideof an air handler shall be considered to provide supply ventilation.M1507.3.2 System controls. The whole-house mechanical ventilation system shall be provided withcontrols that enable manual override.M1507.3.3 Mechanical ventilation rate. The whole-house mechanical ventilation system shallprovide outdoor air at a continuous rate of not less than that determined in accordance with TableM1507.3.3(1).Exception: The whole-house mechanical ventilation system is permitted to operate intermittentlywhere the system has controls that enable operation for not less than 25-percent of each 4-hoursegment and the ventilation rate prescribed in Table M1507.3.3(1) is multiplied by the factordetermined in accordance with Table M1507.3.3(2).

MIN. REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS- Kitchens 100 cfm intermittent or 25 cfm continuous- Bathrooms-Toilet Rooms Mech. exhaust capacity of 50 cfm intermittent or 20 cfm continuous

R403.6 EQUIPMENT SIZING. Heating and cooling equipment shall be sized based on building loadscalculated in accordance with ACCA (Air Conditioning Contractors of America) Manual-J, a simplifiedmethod of calculating heating and cooling loads. The Manual-J calculations must be submitted uponapplication for the mechanical permit only.

General Abbreviations

@ atAcoust acousticalAFF above finished floorAlt alternateAlum aluminumAppl appliedAtt attachedAtten attentionBetw betweenBFF below finish floorBd boardCem cementChan channelCL centerlineClg ceilingCm centimeterCMU concrete masonry unitCol columnCom commonComb combustibleConc concreteCont continuousConv conventionalCorrug corrugatedCu ft cubic feetCR cold rolledDbl doubleDes designDF douglas firEa eachEng engineerEq equalEquiv equivalentEst estimatedEw each wayExp exposedFF finished floorFFE finished floor elevationFixt fixtureFreq frequencyFt foot or feetFtg footingFur furringGa gaugeGalv galvanizedG&S glued and screwedGwb gypsum wall boardHex hexagonalHF hem(lock) firHoriz horizontalHr hourHt heightIn inchesInsul insulationInt interiorKp kipsLam laminatedLb poundsM metersMax maximumMfg manufacturerMil thousandths of an inchMin minimumMm millimetersMtl metalNom nominalNoncom noncombustibleOC on centerOpp oppositeOSB oriented strand boardOz ouncePcf pounds per cubic feetPerim perimeterPlam plastic laminatePsf pounds per square footProt protected or protectionRecom recommendedReg regularReinf reinforcingResil resilientRun runner(s)SAFB sound attenuation fire blanketSep separateSim similarSP southern pineSPF spruce pine firSq squareSq ft square feet or footStag staggeredStl steelStruc structuralSusp suspendedT&G tongue and grooveTyp typicalUnfin unfinishedVert vertical(ly)Wd woodWt weightw/ with


FF F

F

F

F

GF

I

GF

I

GFI

GFI

GFI

A 04 2

A 06

1

3

A 09

6' - 5 3/4"

8' - 1"

7' - 0 3/4"

19' - 8 1/4"

16' - 10 1/4"

4' - 6 3/4"10' - 8"15

' - 8

"

17' -

0"

13' -

5 1

/2"

12' -

0"

5' -

9 1

/2"

17' -

9 1

/2"

1

A 07

2

A 07

12' - 1"

3

A 07

5

A 07

640 SF

Basement

09 09

09

09

239

81 SF

Mechanical Room

09

Slab on Grade

Open Courtyard(Slab on Grade)

FF @ 304.3

FF @ 304.9

PorchFF @ 304.9

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:13

PM

A 02

Floor Plans


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"2 00 Floor Plan

Window Schedule

NO. Manufacturer Family Comments EA. Room Name Model Type Comments Glass Material

Window Size R.O.

Window Area Egress Level Cost Operation

IECC Heat Transfer

Coefficient (U) Keynote Description Window Area -Head Height Sill Height Rough Height Rough Width U Value Exterior Frame Color Hardware ColorInterior Fr ame Color

00 Floor Plan09 Andersen Windows AW-400-CA-BA001-CW135 1 Casement Window - 400 Basic Unit 6' - 10 13/16" 3' - 6" 3' - 5 3/8" 2' - 8" 9 SF 00 Floor Plan Left 9 SF09 Andersen Windows AW-400-CA-BA001-CW135 1 Casement Window - 400 Basic Unit 6' - 10 13/16" 3' - 6" 3' - 5 3/8" 2' - 8" 9 SF 00 Floor Plan Left 9 SF09 Andersen Windows AW-400-CA-BA001-CW135 1 Casement Window - 400 Basic Unit 6' - 4 13/16" 3' - 0" 3' - 5 3/8" 2' - 8" 9 SF 00 Floor Plan Left 9 SF09 Andersen Windows AW-400-CA-BA001-CW135 1 Casement Window - 400 Basic Unit 6' - 4 13/16" 3' - 0" 3' - 5 3/8" 2' - 8" 9 SF 00 Floor Plan Left 9 SF104 Andersen Windows AW-400-AW-BA002-AX281#9 1 Awning Window - 400 Basic Unit 14' - 1 3/4" 11' - 6 1/4" 2' - 8" 2' - 8" 7 SF 00 Floor Plan Vent 7 SF104 Andersen Windows AW-400-AW-BA002-AX281#9 1 Awning Window - 400 Basic Unit 14' - 1 3/4" 11' - 6 1/4" 2' - 8" 2' - 8" 7 SF 00 Floor Plan Vent 7 SF00 Floor Plan: 6 6 0.00G 00 Floor Plan (302')101 Andersen Windows AW-400-DH-TW003-TW2442 1 Double-Hung Window - 400 Tilt-Wash Basic Unit 10' - 4 7/8" 6' - 0" 4' - 4 7/8" 2' - 6 1/8" 11 SF G 00 Floor Plan (302') Double-Hung-Co

ttage11 SF

G 00 Floor Plan (302'): 1 1 0.0000 TOW27 Andersen Windows AW-400-DH-TW003-TW2062 1 Double-Hung Window - 400 Tilt-Wash Basic Unit 8' - 8 1/8" 2' - 3 1/4" 6' - 4 7/8" 2' - 2 1/8" 14 SF 00 TOW Double-Hung-Eq

ual14 SF

28 Andersen Windows AW-400-DH-TW003-TW2462 1 Double-Hung Window - 400 Tilt-Wash Basic Unit 8' - 8 1/8" 2' - 3 1/4" 6' - 4 7/8" 2' - 6 1/8" 16 SF 00 TOW Double-Hung-Equal

16 SF

00 TOW: 2 2 0.0001 Floor Plan (304.9)01 Andersen Windows AW-400-AW-BA002-AX281#4 1 Awning Window - 400 Basic Unit 2' - 7 1/2" 0' - 0" 2' - 8" 2' - 8" 7 SF 01 Floor Plan (304.9) Vent 7 SF02 Andersen Windows AW-400-DH-TW003-TW28410 1 Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 6 7/8" 2' - 6" 5' - 0 7/8" 2' - 10 1/8" 14 SF 01 Floor Plan (304.9) Double-Hung-Co

ttage14 SF

02 Andersen Windows AW-400-DH-TW003-TW28410 1 Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 6 7/8" 2' - 6" 5' - 0 7/8" 2' - 10 1/8" 14 SF 01 Floor Plan (304.9) Double-Hung-Cottage

14 SF


14 SF


14 SF

15 Andersen Windows AW-400-AW-BA002-AXW312#4 1 Stair/Hall Awning Window - 400 Basic Unit 8' - 11 5/8" 3' - 0" 6' - 0 1/8" 3' - 0 1/2" 18 SF 01 Floor Plan (304.9) Stationary/Vent 18 SF15 Andersen Windows AW-400-AW-BA002-AXW312#4 1 Stair/Hall Awning Window - 400 Basic Unit 8' - 11 5/8" 3' - 0" 6' - 0 1/8" 3' - 0 1/2" 18 SF 01 Floor Plan (304.9) Stationary/Vent 18 SF16 Andersen Windows AW-400-AW-BA002-AXW312#5 1 Stair/Hall Awning Window - 400 Basic Unit 14' - 11 3/8" 8' - 11 3/4" 6' - 0 1/8" 3' - 0 1/2" 18 SF 01 Floor Plan (304.9) Vent/Stationary 18 SF16 Andersen Windows AW-400-AW-BA002-AXW312#5 1 Stair/Hall Awning Window - 400 Basic Unit 14' - 11 3/8" 8' - 11 3/4" 6' - 0 1/8" 3' - 0 1/2" 18 SF 01 Floor Plan (304.9) Vent/Stationary 18 SF27 Andersen Windows AW-400-DH-TW003-TW2062 1 Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 4 7/8" 1' - 0" 6' - 4 7/8" 2' - 2 1/8" 14 SF 01 Floor Plan (304.9) Double-Hung-Eq

ual14 SF

28 Andersen Windows AW-400-DH-TW003-TW2462 1 Kitchen Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 4 7/8" 1' - 0" 6' - 4 7/8" 2' - 6 1/8" 16 SF 01 Floor Plan (304.9) Double-Hung-Equal

16 SF

54 Andersen Windows AW-400-AW-BA002-AR31#1 1 Dining Room Awning Window - 400 Basic Unit 4' - 5" 3' - 0" 1' - 5 1/2" 3' - 0 1/2" 4 SF 01 Floor Plan (304.9) Vent 4 SF54 Andersen Windows AW-400-AW-BA002-AR31#1 1 Dining Room Awning Window - 400 Basic Unit 4' - 5" 3' - 0" 1' - 5 1/2" 3' - 0 1/2" 4 SF 01 Floor Plan (304.9) Vent 4 SF55 Andersen Windows AW-400-PC-BA001-P3060#1 1 Dining Room Casement/Awning Window - 400 Picture Unit 10' - 5" 4' - 5 1/8" 6' - 0 3/8" 3' - 0 1/2" 18 SF 01 Floor Plan (304.9) Fixed 18 SF55 Andersen Windows AW-400-PC-BA001-P3060#1 1 Dining Room Casement/Awning Window - 400 Picture Unit 10' - 5" 4' - 5 1/8" 6' - 0 3/8" 3' - 0 1/2" 18 SF 01 Floor Plan (304.9) Fixed 18 SF56 Andersen Windows AW-400-AW-BA002-A335#2 1 Dining Room Awning Window - 400 Basic Unit 6' - 4 3/4" 3' - 0" 3' - 5 1/4" 3' - 0 1/2" 10 SF 01 Floor Plan (304.9) Vent 10 SF57 Andersen Windows AW-SET-6-115x89 1 Dining Room 9' - 5" 2' - 0" 7' - 5 1/2" 9' - 7 13/16" 72 SF 01 Floor Plan (304.9) 72 SF62 Andersen Windows AW-400-AW-BA002-AX281#5 1 Awning Window - 400 Basic Unit 2' - 7 1/2" 0' - 0" 2' - 8" 2' - 8" 7 SF 01 Floor Plan (304.9) Vent 7 SFs02b Andersen Windows AW-400-DH-PI003-DHP41056 1 Double-Hung Window - 400 Picture Unit 16' - 11 3/8" 5' - 0" 11' - 11 7/8" 6' - 0 1/2" 72 SF 01 Floor Plan (304.9) Fixed 72 SFS3 Andersen Windows AW-SET-2-63x36 1 Kitchen 6' - 3 1/2" 3' - 8" 2' - 8" 5' - 3 5/8" 14 SF 01 Floor Plan (304.9) 14 SFS04 Andersen Windows AW-400-PC-BA001-P3040#1 1 Dining Room Casement/Awning Window - 400 Picture Unit 10' - 5" 6' - 5" 4' - 0 1/2" 3' - 0 1/2" 12 SF 01 Floor Plan (304.9) Fixed 12 SF01 Floor Plan (304.9): 21 21 0.00G_00 Floor Plan11 Andersen Windows AW-400-CA-BA001-CN125#2 1 Casement Window - 400 Basic Unit -7' - 1 5/8" -9' - 6" 2' - 4 7/8" 1' - 9" 4 SF G_00 Floor Plan Left 4 SF12 Andersen Windows AW-400-CA-BA001-CN125#3 1 Casement Window - 400 Basic Unit -7' - 1 5/8" -9' - 6" 2' - 4 7/8" 1' - 9" 4 SF G_00 Floor Plan Right 4 SF101 Andersen Windows AW-400-DH-TW003-TW2442 1 Bathroom Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 4 7/8" 3' - 0" 4' - 4 7/8" 2' - 6 1/8" 11 SF G_00 Floor Plan Double-Hung-Co

ttage11 SF

101 Andersen Windows AW-400-DH-TW003-TW2442 1 Bathroom Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 4 7/8" 3' - 0" 4' - 4 7/8" 2' - 6 1/8" 11 SF G_00 Floor Plan Double-Hung-Cottage

11 SF

101 Andersen Windows AW-400-DH-TW003-TW2442 1 Carriage House Loft Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 4 7/8" 3' - 0" 4' - 4 7/8" 2' - 6 1/8" 11 SF G_00 Floor Plan Double-Hung-Cottage

11 SF

101 Andersen Windows AW-400-DH-TW003-TW2442 1 Bathroom Double-Hung Window - 400 Tilt-Wash Basic Unit 7' - 4 7/8" 3' - 0" 4' - 4 7/8" 2' - 6 1/8" 11 SF G_00 Floor Plan Double-Hung-Cottage

11 SF


11 SF


11 SF


11 SF

102 Andersen Windows AW-400-CA-BA001-CN125 1 Carriage House Loft Casement Window - 400 Basic Unit 5' - 6 3/8" 3' - 2" 2' - 4 7/8" 1' - 9" 4 SF G_00 Floor Plan 4 SF103 Andersen Windows AW-SET-2-41x28 1 Carriage House Loft 5' - 4 3/8" 3' - 0" 2' - 4 7/8" 3' - 5 5/8" 8 SF G_00 Floor Plan 8 SFG_00 Floor Plan: 11 11 0.00Grand total: 41 41 0.00

1

No. Description Date1 Show building outlines 02/02/2015

DW

DN

DN

DN

UP

DD

D

D D D

DN

DN

A 05

1

A 04 2

50 SF

Laundry

328 SF

Kitchen

1

A 08

A 06

1

10 SF

Mech Chase 3' - 6"

11' - 6" 12' - 0 1/2" 4' - 0" 0' - 6" 7' - 1"

CHUTE

36' - 0"12' - 0"

N

39' -

0"

20' -

0"

20' - 7"1'

- 0

"

34' -

0"

31' - 6 1/2"

5' -

0"

7' -

6"

7' - 1 1/2" 8' - 4 1/2" 9' - 8" 5' - 11"

13' -

1"

18' -

8 3

/4"

14' -

4 1

/2"

A 052

15' - 3 1/2"

Foyer

571 SF

Great Room

299 SF

Dining Room

4

A 09

1' -

10

1/2"

2' -

0 1

/2"

2

A 09

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

4' - 8 3/4"10' - 7 1/4"5' - 3"

3' - 3 3/4"2' - 9 1/2"9' - 1 3/4"

2' -

0 1

/2"

5' -

2 1

/4"

5' -

1 1

/4"

4' -

0"

4' - 5 1/2" 16' - 0"

16' - 0"

OPEN TO BELOW

0' - 8 1/4" 3' - 1" 3' - 3 3/4" 3' - 3 3/4" 0' - 8 1/4"

52' - 5 1/2"

34' -

10"

8' - 0"

4' - 0"2' - 9 1/2"10' - 1 1/4"

8' -

2 1

/4"

16' -

1"

17' -

0"

4' -

2 1

/2"

4' -

0"

6

A 07

60' - 0"

47' - 6 1/2"

27' - 6 1/2"

5' -

0"

8' -

4 3

/4"

4' -

4 1

/2"

4' -

3"

11' -

10"

4' -

2 1

/2"

38' -

6 1

/2"

1

A 07

1' -

3 1

/4"

2

A 07

3

A 07

16' - 0 1/2"

5

A 07

EQ

EQ

Vent to exterior permanufactures / IRCcode requirments.Provide adequiteclearance of flue,and terminate

Built in shelf/casework eachside - center fireplace on wall

AlternateFireplacelocation

3' - 1"

16' - 0 1/2"

Be

nc

h w

/ S

ho

e S

tora

ge

299 SF

Dining Room

2' - 0"

2' -

1 3

/4"

250

57

02 221

274

341 02

272

306

02

338356

s02b

216

39 SF

Bathroom

160 SF

Mudroom/Hall

100 SF

Stair/Hall

171 SF

Basement Stair

02

S3

4' - 0" 9' - 1 1/2" 3' - 11 3/4"

2' -

1 1

/4"

11' - 2"11' - 2"

A 2.13

Out

door

Fire

plac

e

13' - 3 3/4"

MIN.

1' - 0"

10' - 0 3/4"

15' - 8"

22' -

0"

26' - 8 3/4"

28' - 0"

8" CMU wall with stucco/stone finish.

2

A 2.1

Existing Chimney to remain.

Sliding gate

6x6

01 Floor Plan (304.9)0' - 0"

4' -

0"

8" x 8" x 16" ptd. Cmuwall. Refer to structuraldwgs/notes forreinforcing & control jointrequirements

24" X 12" ContinuousConcrete Footing

1' -

0"

01 Floor Plan (304.9)0' - 0"

02 Floor Plan11' - 6"

11' -

2 3

/4"

2

A 2.1

Scale

Project number

Date

Drawn by



As indicated

4/3/

2015

1:4

2:16

PM

A 2.1

01 Floor Plan


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 01 Floor Plan (304.9)

1/2" = 1'-0"2 Courtyard Wall

2

No. Description Date1 Show building outlines 02/02/20152 Change Courtyard Walls 03/06/15

1/4" = 1'-0"3 Outdoor Fireplace

2

UP

DN

DN

GFIGFI

GFIGFI

GFI

GF

I

GFI

GF

I

A 05

1

231 SF

Master Suite

A 04 2

156 SF

Bedroom 2

Closet

136 SF

Bedroom 3

1

A 084' - 5 1/2"

20' - 11"

A 06

1

220 SF

Bedroom 1

65 SF

Bath 1

4' - 0" 12' - 0" 4' - 5 1/2" 4' - 2 3/4"

LAUNDRYCHUTE/

CABINET

5' -

1"

5' - 0" 15' - 11" 31' - 6 1/2" 7' - 11 3/4"

11' -

5 1

/2"

3' -

4 1

/2"

5' -

1 1

/2"

OPEN TO BELOW

EQEQ

7' -

5 1

/2"

15' -

1"

4' -

10

1/2"

3' -

0"

10' -

1 1

/2"

A 052

3' -

1"

2' -

6 1

/2"

147 SF

Master Bath

211 SF

Stair/Hall

7' - 11 3/4"

16' - 3 1/2"7' - 5 1/2"3' - 9"2' - 10"4' - 6 1/4"3' - 9 1/4"

0' - 11"

4' - 3 3/4"1' - 9"

3' -

1"

4' -

7"

13' -

1 1

/2"

6' -

4"

13' -

7"

34' -

0"

2' - 4" 6' - 1" 1' - 7" 2' - 10" 5' - 8 1/4" 13' - 0"

2

A 09

6' - 0 3/4"4' - 4 1/4"6' - 6 1/2"3' - 0 1/2"

4' - 4"

2' - 9"

14' -

1"

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

4' -

0"

7

A 07

13' -

1 1

/2"

12' -

1"

8' -

9 1

/2"

58 SF

Closet

40 SF

Bath 2

5

A 094' -

1"

Minimize chase asrequired by HVAC duct

Ceiling Note:

Vaulted roof - Non-

vented roof assembly

shall not have any

interior fixtures that

penetrate thermal

envelop, including

recessed lights, ceiling

fans or receptacles.

11' - 5 1/4"

13' - 0 1/4"

13' - 0 1/4"

13' - 9"

Floor height in

closet to match

loft area

6

A 078'

- 0

"

Closet (TYP.):Provide ply-wdbacking behind gyp.bd in all closets.

4' -

8 1

/2"

6' -

3"

3' -

4 1

/2"

3' -

10

1/2"

4' -

0"

1

A 07

3

A 08

5

A 07

8 SF

Chase

8' - 0 1/4"

4' -

4"

10' - 1 1/2" 0' - 11" 9' - 7" 10' - 9 3/4" 10' - 2 3/4"

Bench

1' -

0"

1' -

0"

4' - 2" 6' - 1 3/4"

2' - 5"

34' -

0"

4' -

0"

5' -

2 3

/4"

Epdm roofing

Aluminum Gutter w/downspout

Cementitious plank sidingon 1x fur strips over 1” xps

rigid insulation (r5 min)over 6mm home slicker

rain screen mechanicallyfastened to zip systemsheathing and weather

barrier on 2 x 6 wd.Framing @ 16” o.C.

S1

02 02

344

02

13

110

07

55 55 s02b S1

313 SF

Master Suite

1' - 2"

15 SF

Stacked Laundry

10

3' - 1 1/2"

1' - 9"

PVC Rail and Postsystem (Azek "ReserveRail" or equiv.)

Composite Decking7/8ths x 6 wide


Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:19

PM

A 03

02 PLAN


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 02 Floor Plan

Keynotes

06 11 01.2 Cementitious plank siding on 1x fur strips over 1” xps rigid insulation (r5 min)over 6mm home slicker rain screen mechanically fastened to zip systemsheathing and weather barrier on 2 x 6 wd. Framing @ 16” o.C.

06 65 00.03 PVC Rail and Post system (Azek "Reserve Rail" or equiv.)06 73 00.01 Composite Decking 7/8ths x 6 wide07 53 00.A2 Epdm roofing07 71 00.A1 Aluminum Gutter w/ downspout

Window Schedule_02 Level

NO. Manufacturer Family Comments EA. Room Name Model Type Comments Glass Material

Window Size R.O.

Window Area Egress Level Cost Operation

IECC Heat Transfer

Coefficient (U)Keynote Description Window Area -Head Height Sill Height Rough Height Rough Width U Value Exterior Frame Color Hardware Color

Interior Fr ame Color

02 Floor Plan02 Andersen Windows AW-400-DH-TW003-TW28410 1 Bedroom 2 Double-Hung Window - 400 Tilt-Wash Basic Unit 6' - 10 3/8" 1' - 9 1/2" 5' - 0 7/8" 2' - 10 1/8" 14 SF 02 Floor Plan Double-Hung-Co

ttage14 SF

02 Andersen Windows AW-400-DH-TW003-TW28410 1 Master Suite Double-Hung Window - 400 Tilt-Wash Basic Unit 6' - 10 3/8" 1' - 9 1/2" 5' - 0 7/8" 2' - 10 1/8" 14 SF 02 Floor Plan Double-Hung-Cottage

14 SF

02 Andersen Windows AW-400-DH-TW003-TW28410 1 Bath 1 Double-Hung Window - 400 Tilt-Wash Basic Unit -6' - 5 1/8" -11' - 6" 5' - 0 7/8" 2' - 10 1/8" 14 SF 02 Floor Plan Double-Hung-Cottage

14 SF

02 Andersen Windows AW-400-DH-TW003-TW28410 1 Double-Hung Window - 400 Tilt-Wash Basic Unit -6' - 5 1/8" -11' - 6" 5' - 0 7/8" 2' - 10 1/8" 14 SF 02 Floor Plan Double-Hung-Cottage

14 SF

02 Andersen Windows AW-400-DH-TW003-TW28410 1 Bath 2 Double-Hung Window - 400 Tilt-Wash Basic Unit 6' - 10 3/8" 1' - 9 1/2" 5' - 0 7/8" 2' - 10 1/8" 14 SF 02 Floor Plan Double-Hung-Cottage

14 SF


14 SF


14 SF

03 Andersen Windows AW-400-AW-BA002-A31#5 1 Awning Window - 400 Basic Unit 3' - 7 13/16" 1' - 7 11/16" 2' - 0 5/8" 3' - 0 1/2" 6 SF 02 Floor Plan Vent 6 SF04 Andersen Windows AW-400-PC-BA001-P3040 1 Casement/Awning Window - 400 Picture Unit -4' - 1" -8' - 1" 4' - 0 1/2" 3' - 0 1/2" 12 SF 02 Floor Plan Fixed 12 SF07 Andersen Windows AW-400-AW-BA002-AX31 1 Master Bath Awning Window - 400 Basic Unit 7' - 7 1/2" 5' - 0" 2' - 8" 3' - 0 1/2" 8 SF 02 Floor Plan Vent 8 SF10 Andersen Windows AW-400-AW-BA002-AX281#2 1 Master Suite Awning Window - 400 Basic Unit 7' - 7 1/2" 5' - 0" 2' - 8" 2' - 8" 7 SF 02 Floor Plan Vent 06 65 00.01 7 SF13 Andersen Windows AW-400-AW-BA002-PA3060 1 Master Suite Awning Window - 400 Basic Unit 15' - 1 13/16" 0' - 0" 15' - 2 5/16" 9' - 7 13/16" 147 SF 02 Floor Plan Vent/Vent 147 SF14 Andersen Windows AW-400-AW-BA002-A335#7 1 Awning Window - 400 Basic Unit -8' - 1 1/4" -11' - 6" 3' - 5 1/4" 3' - 0 1/2" 10 SF 02 Floor Plan Vent 10 SF14 Andersen Windows AW-400-AW-BA002-A335#7 1 Awning Window - 400 Basic Unit -4' - 8 3/8" -8' - 1 1/8" 3' - 5 1/4" 3' - 0 1/2" 10 SF 02 Floor Plan Vent 10 SF14 Andersen Windows AW-400-AW-BA002-A335#7 1 Awning Window - 400 Basic Unit -8' - 1 1/4" -11' - 6" 3' - 5 1/4" 3' - 0 1/2" 10 SF 02 Floor Plan Vent 10 SF14 Andersen Windows AW-400-AW-BA002-A335#7 1 Awning Window - 400 Basic Unit -4' - 8 3/8" -8' - 1 1/8" 3' - 5 1/4" 3' - 0 1/2" 10 SF 02 Floor Plan Vent 10 SF20 Andersen Windows AW-400-AW-BA002-AR31 1 Awning Window - 400 Basic Unit -2' - 4 1/4" -3' - 9 1/4" 1' - 5 1/2" 3' - 0 1/2" 4 SF 02 Floor Plan Vent 4 SF20 Andersen Windows AW-400-AW-BA002-AR31 1 Awning Window - 400 Basic Unit -10' - 1" -11' - 6" 1' - 5 1/2" 3' - 0 1/2" 4 SF 02 Floor Plan Vent 4 SF20 Andersen Windows AW-400-AW-BA002-AR31 1 Awning Window - 400 Basic Unit -2' - 4 1/4" -3' - 9 1/4" 1' - 5 1/2" 3' - 0 1/2" 4 SF 02 Floor Plan Vent 4 SF20 Andersen Windows AW-400-AW-BA002-AR31 1 Awning Window - 400 Basic Unit -10' - 1" -11' - 6" 1' - 5 1/2" 3' - 0 1/2" 4 SF 02 Floor Plan Vent 4 SF51 Andersen Windows AW-400-PC-BA001-P3060 1 Casement/Awning Window - 400 Picture Unit 3' - 7 3/4" -2' - 4 1/8" 6' - 0 3/8" 3' - 0 1/2" 18 SF 02 Floor Plan Fixed 18 SF51 Andersen Windows AW-400-PC-BA001-P3060 1 Casement/Awning Window - 400 Picture Unit -4' - 1" -10' - 0 7/8" 6' - 0 3/8" 3' - 0 1/2" 18 SF 02 Floor Plan Fixed 18 SF51 Andersen Windows AW-400-PC-BA001-P3060 1 Casement/Awning Window - 400 Picture Unit 3' - 7 3/4" -2' - 4 1/8" 6' - 0 3/8" 3' - 0 1/2" 18 SF 02 Floor Plan Fixed 18 SF51 Andersen Windows AW-400-PC-BA001-P3060 1 Casement/Awning Window - 400 Picture Unit -4' - 1" -10' - 0 7/8" 6' - 0 3/8" 3' - 0 1/2" 18 SF 02 Floor Plan Fixed 18 SF52 Andersen Windows AW-400-AW-BA002-A335#1 1 Awning Window - 400 Basic Unit -8' - 1 1/4" -11' - 6" 3' - 5 1/4" 3' - 0 1/2" 10 SF 02 Floor Plan Vent 10 SF53 Andersen Windows AW-400-PC-BA001-P3055 1 Casement/Awning Window - 400 Picture Unit 1' - 7 9/16" -3' - 9 1/4" 5' - 5 3/8" 3' - 0 1/2" 17 SF 02 Floor Plan Fixed 17 SF55 Andersen Windows AW-400-AW-BA002-A21 1 Master Bath Awning Window - 400 Basic Unit 7' - 10 3/32" 1' - 0 15/32" 6' - 10 1/8" 3' - 0 7/16" 21 SF 02 Floor Plan 21 SF55 Andersen Windows AW-400-AW-BA002-A21 1 Awning Window - 400 Basic Unit 7' - 10 3/32" 1' - 0 15/32" 6' - 10 1/8" 3' - 0 7/16" 21 SF 02 Floor Plan 21 SFS1 Andersen Windows AW-SET-2-67x61 1 Bedroom 3 7' - 0 7/8" 2' - 0" 5' - 0 7/8" 5' - 7 7/8" 29 SF 02 Floor Plan 29 SFS1 Andersen Windows AW-SET-2-67x61 1 9' - 0 7/8" 4' - 0" 5' - 0 7/8" 5' - 7 7/8" 29 SF 02 Floor Plan 29 SF02 Floor Plan: 30 30 0.0002 TOW Addition08 VELUX Window-skylight-VELUX_VCM-curb_mounted-m

anual-venting1 VCM Designed for curb

mounted installations3' - 10 1/2" 3' - 10 1/2" 15 SF 02 TOW Addition Manual venting curb

mounted skylight15 SF

02 TOW Addition: 1 1 0.0003 Floor Office02 Andersen Windows AW-400-DH-TW003-TW28410 1 Double-Hung Window - 400 Tilt-Wash Basic Unit -15' - 6 1/2" -20' - 7 3/8" 5' - 0 7/8" 2' - 10 1/8" 14 SF 03 Floor Office Double-Hung-Co

ttage14 SF

02 Andersen Windows AW-400-DH-TW003-TW28410 1 Double-Hung Window - 400 Tilt-Wash Basic Unit -15' - 6 1/2" -20' - 7 3/8" 5' - 0 7/8" 2' - 10 1/8" 14 SF 03 Floor Office Double-Hung-Cottage

14 SF

06 Andersen Windows AW-400-AW-BA002-A335 1 Awning Window - 400 Basic Unit 5' - 10 3/8" 3' - 6" 2' - 4 7/8" 2' - 0 5/8" 5 SF 03 Floor Office Vent 5 SF06 Andersen Windows AW-400-AW-BA002-A335 1 Master Bath Awning Window - 400 Basic Unit 5' - 10 3/8" 3' - 6" 2' - 4 7/8" 2' - 0 5/8" 5 SF 03 Floor Office Vent 5 SFS1 Andersen Windows AW-SET-2-67x61 1 8' - 0 7/8" 3' - 0" 5' - 0 7/8" 5' - 7 7/8" 29 SF 03 Floor Office 29 SF03 Floor Office: 5 5 0.00Grand total: 36 36 0.00

1No. Description Date

1 Show building outlines 02/02/2015

UP

WOM

B WOMB

N10

GF

I

GFI

GF

I

A 05

1

A 04 2

1

A 08

A 06

1

NotEnclosed

Office/Library

402 SF

Office/Library

A 052

2

A 09

7

A 07

5' - 1 3/4" 5' - 2 1/4"

2' - 8 1/4" 10' - 8" 2' - 6 3/4"

5

A 09

6

A 07

1

A 07

3

A 08

5

A 07

5' - 0" 15' - 0"23

' - 9

1/2

"0'

- 3

1/2

"14

' - 0

"

7' -

9"

7' -

6"

17' -

10"

4' -

0"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:21

PM

A 3.1

03 Floor Plan


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 03 Floor Office

1

No. Description Date1 Show building outlines 02/02/2015

A 05

1

A 04 2

1

A 08

A 06

1

14' - 0 3/4"

1" /

1'-0

"

1" /

1'-0

"

2

A 09

56' - 11 1/4"

19' - 1"

15' -

3"

38' -

0"

56' - 11 1/4"

5' - 5 1/2" 12' - 3 1/2" 37' - 1 3/4" 2' - 0 1/2"

14' -

10"

18' -

9 1

/2"

17' -

0"

2' -

2 1

/2"

9" /

1'-0

" D

own

9" /

1'-0

" D

own

9" /

1'-0

" D

own


Standing Seam Metal Roof

Asphalt Shingles




PVC Rail and Post system(Azek "Reserve Rail" or

equiv.)

5/4" pressure treated wd.decking



equiv.)

Epdm roofing


PVC Trim board (Azek orequiv.)




Composite Decking 7/8thsx 6 wide

01 Floor Plan (304.9)0' - 0"

00 TOW-1' - 3 1/4"


03 Floor Office20' - 7 3/8"

00 Floor Plan-9' - 2 1/4"

1

A 08

G 00 Floor Plan(302')

-2' - 10 13/16"

3

A 09

TOS37' - 10 3/4"

47' -

1"

G_TOW13' - 6"

G_00 Floor Plan7' - 6"

7

A 07

Peak of Roof35' - 4"

Midpoint of roof27' - 4"

1

A 07

3

A 08

S1

10

S362

216

239

250

110

02

Plastic Simulated WoodTrim (Azek or equiv.)


Downspout

Downspout

Wood Column: 4"x4" p.t.wd. column with masonryand Azek trim wrap.Column shall be tied tothe structure above andbelow with SimpsonStrong Tie anchors: 2 -TS18 (top) and CBSQ44- SDS2 base.





4x4 Timber Bracket



Standing Seam MetalRoof


PVC Facia board (Azekor equiv.)

Cementitious planksiding on 1x fur stripsover 1” xps rigidinsulation (r5 min) over6mm home slicker rainscreen mechanicallyfastened to zip systemsheathing and weatherbarrier on 2 x 6 wd.Framing @ 16” o.C.

Garage_ FoundationPlan

-4' - 10 3/8"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:24

PM

A 04

Roof Plan


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 06 Roof View

1/4" = 1'-0"2 House West Elevation


01 Floor Plan (304.9)0' - 0"

00 TOW-1' - 3 1/4"



Tower26' - 0"

00 Floor Plan-9' - 2 1/4"


-2' - 10 13/16"


-2' - 10 13/16"

2

A 09



03_Mech20' - 0"

1' - 1"

1' - 3"2' - 1 1/2"

1' - 3 1/4"

26' - 9 3/4"10' - 10 3/4"23' - 10 1/4"

23' -

4 1

/4"


equiv.)



Wall Sconce - Owner toprovide fixture. contractor

installed.



equiv.)

Downspout

Epdm roofing


Aluminum Gutter w/downspout Wall Sconce - Owner to

provide fixture.contractor installed.

Stone veneer over 1"min. on air space over 1”xps rigid insulation (r5min) over 6mm homeslicker rain screenmechanically fastened tozip system sheathingand weather barrier on 2x 6 wd. Framing @ 16”o.C.

Wood Column: 4"x4" p.t.wd. column with masonryand Azek trim wrap.Column shall be tied tothe structure above andbelow with SimpsonStrong Tie anchors: 2 -TS18 (top) and CBSQ44- SDS2 base.

PVC Rail and Postsystem (Azek "ReserveRail" or equiv.)Aluminum Gutter w/downspout

PVC Trim board (Azek orequiv.)Epdm roofing


2 x 12 p.t. wd. beam


-4' - 10 3/8"

01 Floor Plan (304.9)0' - 0"


1

A 08

02 TOW Addition19' - 6"

35' -

4"


15' -

10" Midpoint of roof

27' - 4"

27' -

4"

03_Mech20' - 0"

8' -

0"

1

A 07

5

A 07

4x4 Timber Bracket



equiv.)




G_TOW13' - 6"


3

A G 01

G_Floor Plan 00-2' - 4"

G_Roof Plan26' - 0"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:30

PM

A 05

Elevations


Dean Lonzano

Issue Date

Author


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

1/4" = 1'-0"2 East Elevation

1/4" = 1'-0"3 Garage North Elevation


01 Floor Plan (304.9)0' - 0"

01 Floor Plan (304.9)0' - 0"

03 Roof Plan21' - 8"



Tower26' - 0"

00 BasementLanding

-4' - 10 3/8"


-2' - 10 13/16"

TOS37' - 10 3/4"



2

A 09

17' - 1"



03_Mech20' - 0"

1' - 3"

1' - 3"

8' - 6" 8' - 7"

3' -

4"

2' - 11 1/4" 11' - 4 3/4" 2' - 9"

06 06

5555

07

s02b

S1

09 09

338321

354

338

357

321

TT

T

T T

T

EQ EQ

4x4 Timber Bracket

Asphalt Shingles





Standing Seam MetalRoof

Wall Sconce - Owner toprovide fixture.contractor installed.



Heating, Ventilating, andAir-Conditioning (HVAC)

4" Cast-in-PlaceConcrete Slab


-4' - 10 3/8"

4

A G 01

G_TOW13' - 6"


24' - 4 3/4"

4' - 3"4' - 11 1/4"4' - 11 1/4"4' - 3"

11' - 9 1/4"10' - 5 3/4"2' - 1 3/4"

24' - 4 3/4"

2' - 1 3/4"


G_Roof Plan26' - 0"

01 Floor Plan (304.9)0' - 0"

G_TOW13' - 6"


3

A G 01


-4' - 10 3/8"


G_Roof Plan26' - 0"

4

A G 01

G_TOW13' - 6"









G_Roof Plan26' - 0"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:34

PM

A 06

Elevations


Dean Lonzano

Issue Date

Author


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

1/4" = 1'-0"2 Garage East Elevation

1/4" = 1'-0"3 Garage South Elevation

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


01 Floor Plan (304.9)0' - 0"


00 Floor Plan-9' - 2 1/4"



1' -

1"

7' -

11

1/2"

9' -

0 1

/4"

2 x 12 p.t. wd. beam


equiv.)

Field Stone Column base,provide sloped trim stonecap with 1" overhang min.

at top of stone base.

P.T. 2x4 sleepers w/ 5/4"synthetic wd. Decking

Epdm roofing


Parallel Strand Lumber


-4' - 10 3/8"

01 Floor Plan (304.9)0' - 0"

Pipe4STD

W12X50

3/4" Plywood

12" Wood I Joist

8" x 8" x 3/8"bearing plate

8" x 8" x 3/8"bearing plate


-4' - 10 3/8"

3' -

4 1

/2"

12" Wood I Joist

W12X50

2x10 Joists1 Layer 5/8" Gypsum

Board

Beam mounted joist hanger

01 Floor Plan (304.9)0' - 0"

00 TOW-1' - 3 1/4"



00 Floor Plan-9' - 2 1/4"


-2' - 10 13/16"


G_TOW13' - 6"


Squash Blocks both sides of joist at load bearing wall (TYP.)

0' -

0 3

/4"

Wood Door Frame


-4' - 10 3/8"


7

A 07

5' -

0 3

/4"

L6X4X1/2

3" Min. Spray foam insulations

0' -

3"

3/4" Plywood

Stone Assemblies

2" Rigid Insulation

1/2" Gypsum Wallboard

5/8" Gypsum Wallboard

G_TOW13' - 6"

6

A 07

0' - 0 1/2"

Scale

Project number

Date

Drawn by



3/4" = 1'-0"

4/3/

2015

1:4

2:36

PM

A 07

Section Details


Dean Lonzano

Issue Date

Author


3/4" = 1'-0"1 Section Detail

3/4" = 1'-0"2 Detail Section - Column

3/4" = 1'-0"3 Stair Landing

3/4" = 1'-0"5 Detail Section - Interior Wall

3/4" = 1'-0"6 Section Detail

3/4" = 1'-0"7 Section Detail - Cantilever


01 Floor Plan (304.9)0' - 0"

00 TOW-1' - 3 1/4"



00 Floor Plan-9' - 2 1/4"

00 BasementLanding

-4' - 10 3/8"

8' -

3 1

/4"


-2' - 10 13/16"


2

A 09



5

A 09

8' -

0 3

/4"





Stone veneer over 1" min.on air space over 1” xpsrigid insulation (r5 min)over 6mm home slicker



MIN

. HE

IGH

T3'

- 0

"

1' -

4 1

/2"

10' -

0 3

/4"

1' -

4"

299 SF

Dining Room

Epdm roofing


Seal unvented roofover porch area. Donot penetrate thermalenvelope. Porch roofassembly - Smoothcementitious panel @height to allow lightingto recess, 4" rigidinsulation mech.fastened to floorassembly & sealed withspray foam, homeslicker rainscreenmesh on sheathing.Seal floor cavity withspray caulk and 2"closed cell spray foammin. fill remaining joistcavity with unfaced battinsulation.

CIP. Concrete sloped 1/4" / 1'-0"

2x10 Joists


Asphalt Shingles

A 072

9' -

0"

1' -

0"

A 082

10" Wood I Joist

2x6 Joists @ 24" O.C.


equiv.)Field Stone Column base,provide sloped trim stonecap with 1" overhang min.

at top of stone base.


-4' - 10 3/8"

(2) 2x4 pt. wd. shade perlins,screwed and glued, beveled topto drain water.

Pt. wd. 2x 8 beam, w/end cut back.

0' -

3"

3/4" Plywood

W10x601/2X10

TJI® 360 - 16"

Epdm roofing

P.T. 2x4 sleepers w/5/4" synthetic wd.Decking

1/2" x 10 Steel bearingplate welded to beamflange

Scale

Project number

Date

Drawn by



As indicated

4/3/

2015

1:4

2:39

PM

A 08

Section


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 Section E/W

1 1/2" = 1'-0"2 Typ. Pergola detail

1 1/2" = 1'-0"3 Section Detail - Roof Deck/Wall


EXTERIOR WALL CLADDING

AIR / DRAINAGE CAVITY PERCLADDING MANUF.RECOMMENDATIONS.

MECH. FASTENED EXTERIORRIGID FOAM INSULATION.ZIP SYSTEM® SHEATHING

"OUTIE" FLANGED WINDOW

JACK AND KING STUDFRAMING AT WINDOWROUGH OPENING

STUD WALL FRAMING

FLASH-BATT INSULATION

DRAINAGE MAT OR FUR STRIPS(1/8-INCH RECOMMENDED)

LOW-EXPANDING FOAM SEALANT OR100% SILICONE, POLYURETHANE, ORBUTYL SEALANT. USE BACKER RODAS NEEDED.

WOOD BLOCKING PERIMETEROF WINDOW ROUGH OPENINGTO MATCH FACE OF EXTERIORFOAM INSULATION

WINDOW SEALANT BEHINDWINDOW JAMB FLANGE

CONTINUOUS BEAD OFSEALANT (ONLY USEPOLYURETHANE, BUTYL OR100% SILICONE SEALANTS)


DRYING / DRAINAGE (1/8-INCH RECOMMENDED) MUST BE PROVIDEDBETWEEN FOAM INSULATION AND ZIP SYSTEM SHEATHING FORCLOSED-CELL WALL CAVITY INSULATION OR WHEN USINGFOIL-FACED BATTS, POLYETHYLENE SHEETING OR OTHER CLASS IVAPOR RETARDER ON THE INSIDE FACE OF WALL FRAMING.

6-INCH ZIP SYSTEM FLASHINGTAPE. 3.75-INCH ZIP SYSTEMSEAM TAPE OR LIQUID FLASHMAY ALSO BE USED.

ZIP SYSTEM® SHEATHING

BACKDAM PER WINDOWMANUFACTURER'S INSTALLATIONRECOMMENDATIONS

INSTALL CODE-RECOGNIZEDSILL/PAN FLASHING IN ROUGHOPENING PRIOR TO WINDOWINSTALLATION.

ROUGH SILL

STUD WALL FRAMING

CLOSED-CELL WALL CAVITYINSULATION, FOIL-FACED BATTSOR CLASS I VAPOR RETARDER

"OUTIE" FLANGED WINDOW

MECH. FASTENED EXTERIORRIGID FOAM INSULATION

EXTERIOR WALL CLADDING

AIR / DRAINAGE CAVITY PERCLADDING MANUF.RECOMMENDATIONS.

LOW EXPANDING FOAMSEALANT OR 100% SILICONE,POLYURETHANE, OR BUTYLSEALANT. USE BACKER RODAS NEEDED.

WOOD BLOCKING PERIMETEROF WINDOW ROUGH OPENINGTO MATCH THICKNESS OFEXTERIOR FOAM INSULATION

DRAINAGE MAT ORFUR STRIPS (1/8-INCHRECOMMENDED)


6-INCH ZIP SYSTEM FLASHINGTAPE. 3.75-INCH ZIP SYSTEMSEAM TAPE OR LIQUID FLASHMAY ALSO BE USED.

STUD WALL FRAMING

TOP EDGE OF FLASHING TAPEDWITH ZIP SYSTEM® TAPE OR LIQUIDFLASH

CODE APPROVED BASEFLASHING

WEEP HOLES MIN. 33 IN. O.C.(AS PRESCRIBED BY IRC)

MECH. FASTENED EXTERIORRIGID FOAM INSULATION.

STONE VENEER CLADDING

MIN. 1-INCH AIR SPACEPER LOCAL CODE

SLAB-ON-GRADE

DRAINAGE MAT OR FURSTRIPS (1/8-INCHRECOMMENDED)

FLASH-BATT WALL SYSTEM -SPRAY CAULK @ INTERIOR OFWALL FRAMING, 2" CLOSED-CELLSPRAY FOAM INSULATION, W/UN-FACED FIBER GLASS BATTSOR BLOWN INSULATION.

ZIP SYSTEM SHEATHING

MASONRY TIES MUST ATTACHTHROUGH FOAM INTO WALL STUDFRAMING. PROVIDE TIES @ 24" BY 24"VERTICAL & HORIZ. EMBED TIE INMORTAR A MIN. OF 1 1_

2".

PT. GYP. BOARD OR WALLFINISH AS INDICATED.PROVIDE 1_

2" PLY WD.

BEHIND GYP. BD. FORMOUNTING SHELVING INCLOSETS.

FUR STRIPS OR OTHER APPROVEDDRAINAGE MEDIUM AS REQUIREDPER CLADDING MANUFACTURER'SRECOMMENDATIONS.

EXTERIOR WALLCLADDING

VENTED AIR SPACE INACCORDANCE WITH EXTERIORCLADDING MANUF.RECOMMENDATIONS.

CLOSED-CELL WALL CAVITYINSULATION, FOIL-FACED BATTSOR CLASS I VAPOR RETARDER

STUD WALL FRAMING

ZIP SYSTEM®SHEATHING

EXTERIOR RIGID FOAMINSULATION (USE MECH.FASTENERS. DO NOT GLUE).


#4#4

?

?

?

?

#5

#5

01 Floor Plan (304.9)0' - 0"


06 Roof View37' - 2"

00 Floor Plan-9' - 2 1/4"

1

A 08


-2' - 10 13/16"

TOS37' - 10 3/4"




Wall Insulation (TYP.) -Exterior : 1: rigid insulation(xps or polyiso) R 5.5 min.Interior: 2" min. closed cell

spray foam insulation (R12) with blown insulation

for remainder of wall cavity(R 12.6) - Total wall

R-value = R30.1

Downspout


5' - 1"

Thermal Enclosure Note : Provide continuous insulation at roof assembly to

meet R-40. Contractor to ensure that duct trunks and branch ducts are

located on the conditioned side of thermal enclosure. Roof thermal enclosure

shall consist of 2" xps exterior foam, and flash/batt or blown insulation at

interior. Roof in a sealed assembly and should not be vented. Contractor to

ensure that all penetrations through finished ceilings are sealed prior to

instalation of insulation. Failure to to adequetly seal ceiling penetrations will

result in falure of blower door test.

5' -

0"

0' -

6 1

/2"

0' -

2"

3' -

11"

7' -

2"

5

A 07

9' -

2 1

/4"

11' -

6"

8' -

0"

9" / 1'-0

"

Conc. Stairs, cast in place.


equiv.)


4x4 Timber Bracket


equiv.)Aluminum Gutter w/

downspout



-4' - 10 3/8"

00 Floor Plan-9' - 2 1/4"

2' -

6"

2' - 0"

1' -

0"

8" conc. Wall. Provide # 7vert. Rebar @ 36" o.C.

Min. W/ #4 horiz. Rebar @18" O.C. CL of bars to be

2" min. 3" max from interiorwall edge. Provide 5/8"

dia. Anchor bolts @ tow.


3" cast in place concreteslab on 2" xps rigid

insulation, on fortifiber’smoistop ultra 10 vaporbarrier, on gravel base

2' -

6"

2" Rigid Insulation

Gravel

10 mil poly vapor barrier

Provide continuous thermalbreak at slab

0' - 4"

0' - 6" 0' - 6"

0' -

3"

01 Floor Plan (304.9)0' - 0"


-2' - 10 13/16"


12" x 12" Stone Paver

Conc. Stairs, cast inplace.

0' -

3"

0' - 3"EQEQ

Reinforcing Steel

24" X 12" ContinuousConcrete Footing 24" X 12" Continuous

Concrete Footing


Parallel Strand Lumber

1' -

4"

Scale

Project number

Date

Drawn by



As indicated

4/3/

2015

1:4

2:44

PM

A 09

Building Sections


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"2 Section - N/S

3/4" = 1'-0"1 Wall Details

3/4" = 1'-0"3 Wall Detail - Foundation at Walkout

3/4" = 1'-0"4 Entry Stair E-W

1 1/2" = 1'-0"5 Steel Beam @ Stair


DN

UP

4

A G 01

A 06

3

3

A G 01

4' -

0"

2' -

5 3

/4"

8' -

5 1

/4"

A 05

3

A 06 4A 062

101

101

103

102

820 SF

Carriage House Loft

4" / 1'-0"

4" / 1'-0"

4' -

0"

4' -

0"

4' -

0"

06 Roof View37' - 2"

4

A G 01

G_TOW13' - 6"


6' -

0"


-4' - 10 3/8"

11' - 6" 11' - 6"

1 Layer 5/8" GypsumBoard

Asphalt Shingles


Carriage Style Overheaddoors

Cementitious planksiding on 1x fur stripsover 1” xps rigidinsulation (r5 min) over6mm home slicker rainscreen mechanicallyfastened to zip systemsheathing and weatherbarrier on 2 x 6 wd.Framing @ 16” o.C.

16" Wood I Joist


G_Roof Plan26' - 0"

4

A G 01

3

A G 01

A 05

3

A 06 4

10' -

0"

9' -

1"

11' - 3 3/4"

12' - 0"

22' -

11"

10' -

0"

6' - 11 1/2" 8' - 0" 3' - 5" 16' - 0" 1' - 7 1/2"

1/4"

/ 1'

-0"

1/4"

/ 1'

-0"

1/4"

/ 1'

-0"

1/4"

/ 1'

-0"

G_TOW13' - 6"


6' -

0"

3

A G 01


-4' - 10 3/8"

#5 Rebar24" X 12" Continuous

Concrete Footing









Asphalt Shingles


16" Wood I Joist

Plywood Subfloor



Engineered Wood ScissorTruss with energy heel.

Asphalt Shingles


Gravel10 mil poly vapor barrier


G_Roof Plan26' - 0"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:46

PM

A G 01

Garage


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 G_00 Floor Plan

1/4" = 1'-0"3 Garage N-S

1/4" = 1'-0"2 G_01 Floor Plan

1/4" = 1'-0"4 Garage E-W


DN

DN

DN

34

4

44

44

4

4

4

4

44

444

4

44

DD

D

DDD

UP

DN

3

3

DF

D

D

4

4

3

4F

4

D

4

4

44

4

D

3

4

44

4

4

44

F4

F4

33

FF

3GFIGFI

GFIGFI

GFI

GF

I

GFI

GF

I

4

33

FF

3

SD

SD

SD

SD

up

up

Master Suite

Bedroom 2

Closet

Bedroom 3

Bedroom 1

Bath 1

SD

SD

SDSD

SD2' - 5 1/2"

DN

DN

Lighting /Electrical Plan Notes1. Electrician to review allswitch, fixture and devicelocations w/ architect & ownerprior to rough installation

2. No recessed lighting fixturesare to be installed in unventedroof cavities (vaulted ceilings).Recessed luminaires installedin the building thermal envelopeshall be sealed to limit airleakage between conditionedand unconditioned spaces. Allrecessed luminaires shall be IC-rated and labeled as having anair leakage rate not more than2.0 cfm (0.944 L/s) when testedin accordance with ASTM E 283at a 1.57 psf (75 Pa) pressuredifferential. All recessedluminaires shall be sealed witha gasket of caulk (or permanufacturer’s specification)between the housing and theinterior wall or ceiling covering.

402 SF

Office/LibrarySD

15' - 0"

DN

Scale

Project number

Date

Drawn by



1/8" = 1'-0"

4/3/

2015

1:4

2:49

PM

E 1

Electrical/Lighting

Plan


Dean Lonzano

Issue Date

Author


1/8" = 1'-0"1 E_01 Electrical Floor Plan

1/8" = 1'-0"2 E_02 Floor Plan

1/8" = 1'-0"3 E_03 Floor Tower Loft


Notes:Contractor to provide continuous drainage at exterior of foundation wall.Provide filter fabric over 6" gravel min.

Step masonry ledge as required to maintain stone veneer below finsh grade.

Typical Slab-on-Grade4" Thick Conc. Slab w/ 6x6 -W1.4 xW1.4 WWF on 10 millVapor Barrier w/ 2" continuoushorizontal rigid insulation on 4"(min.) gravel base . Provide48" Rigid Insulation at exteriorof exposed slab edges ofconditioned spaces. Provideexpansion joints @ walls, hardtrowel floor for stain finish.

10' - 8"

4' -

2 1

/2"

33' -

8"

35' -

0"

13' -

1 1

/2"

12' -

1"

8' -

9 1

/2"

0' -

6"

0' -

7 1

/2"

15' -

4 1

/2"

0' -

6"

12' -

9 1

/2"

5' -

0"

Typical Pad Footing - 30" x30" x 12" w/ #4 rebar @ 6"

o.c. each way.


Foundation walls:

3' - 0 1/2" 7' - 1" 4' - 11" 15' - 5 1/4" 32' - 1 1/4"

30" concrete footing

-9' - 8 1/4"

-1' - 3 1/4"

Stair bearing footing

3" ~ x O237 THICK STEEL PIPE COLUMNw/ 6" x 6" x 3/8" BEARING PLATE -TYPICAL

Provide 4" masonry bearingledge at perimeter walls. Stepledge on foundation asrequired to account forchanges in grade.

4' - 11 1/2"1' - 6"24' - 3 3/4"

7' -

10

1/4"

11' -

7 3

/4"

34' -

0"

31' - 5 1/4"

14' - 0 1/4" 12' - 4" 11' - 4 1/2" 2' - 0" 11' - 2" 9' - 2" 2' - 0"


o.c. each way.


o.c. each way.

Elevated Slab-on-Fill4" Thick Conc. Slab w/ 6x6 -W1.4 xW1.4 WWF on 10 millVapor Barrier w/ 2" continuoushorizontal rigid insulation on4" (min.) gravel base oncompacted fill.

-11' - 8 1/4"

-9' - 2 1/4"

-2' - 4"

-5' - 11 1/4"

-3' - 3 1/4" -4' - 4 13/16"






Typical Slab-on-Grade4" Thick Conc. Slab sloped to OH doors w/6x6 - W1.4 xW1.4 WWF on 10 mill VaporBarrier w/ 2" continuous horizontal rigidinsulation on 4" (min.) gravel base .

20' - 4 1/4" 7' - 6" 8' - 4 1/2" 15' - 9 1/4"

5' -

0 1

/2"

29' -

10"

4' -

2 1

/2"

4' - 8" 2' - 5 1/2"

21' - 1 3/4"10' - 6"20' - 8 1/4"7' - 5"

WBL1-1

WBL1-1

WBL1-2

WBL1-3

WBL1-4

WBL1-4

WBL1-5

WBL1-5

WBL1-6

WBL1-6

WBL1-7

WBL1-7

WBLA-1

WBLA-1

WBLB-1

WBLB-1

WBLC-1WBLD-1

WBLD-1

11' - 0"

Required

Length-

9.34 FT

Required

Length -

8.3 FT

Required

Length-

2.92 FT

Required

Length -

5.21FT

H

H

H

H

H H

H

H

H

WBL2-1

WBL2-1

WBL2-2

WBL2-2

WBL2-3

WBL2-3

WBL2-4

WBL2-4

20' - 9 1/4" 10' - 6" 21' - 2 1/2" 6' - 1 1/2"

6' - 1 1/2"21' - 2 1/2"10' - 6"

WBL2-5

WBL2-5

WBLA-2

WBLA-2

WBLB-2

WBLB-2

WBLC-3

WBLC-3

WBLD-2

WBLD-2

Scale

Project number

Date

Drawn by



As indicated

4/3/

2015

1:4

2:52

PM

S 0

Foundation Plan


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 00 Foundation Plan

Keynotes

033100.L2.02

24" X 12" Continuous Concrete Footing

033100.L4

30" concrete footing

033102.01

Foundation walls:

033102.10

10" conc. Wall. Provide # 7 vert. Rebar @ 36" o.C. Min. W/ #4 horiz. Rebar @18" O.C. CL of bars to be 2" min. 3" max from interior wall edge. Provide 5/8"dia. Anchor bolts @ tow.

033103.01

Typical Pad Footing - 30" x 30" x 12" w/ #4 rebar @ 6" o.c. each way.

1/4" = 1'-0"2 Garage_ Foundation Plan

1/8" = 1'-0"3 WB_01 Floor Plan

1/8" = 1'-0"4 WB_02 Floor Addition


DN

DN

DN

DN

Kitchen

10 SF

Mech Chase

HEADERSILEVEL TRUSJOIST MICROLAM LVL HEADERS PER MANUFACTURERS ALLOWABLESPAN TABLES.DIM. LUMBER PER IRC TABLE 502.5

IJOISTIJOIST SPAN AND CANTILEVER SPECIFIED PER MANUF. TABLES AND DETAILS. ALLHANGERS AND FASTENERS TO COMPLY WITH MANUFACTURES DETAILS, BLOCKING,BRACING AND PENETRATION OF JOIST. IJOISTS TERMINATING PERPENDICULAR TOWALL TO BE TERMINATED WITH 11/8" RIM BOARD.

CANTILEVERALL CANTILEVERS TO BE CONSTRUCTED PER LIMITS IN SECTION R502.3.3. ALLCANTILEVERS TO BE BLOCKED AT NEAREST BEARING WALL w/ BACKSPAN OF 3:1RATIO WITH SOLID STRUCTURAL # 2 LUMBER OR ENGINEERED LVL LUMBER.

A FULL-DEPTH RIM-JOIST SHALL BE PROVIDED AT THE UNSUPPORTED END OF THECANTILEVER JOISTS. SOLID BLOCKING SHALL BE PROVIDED AT THE SUPPORTED END.

JOIST PARALLEL TO THE TOP PLATES SHALL BE NAILED TO THE TOP PLATE WITHNOT LESS THAT 8d TOENAILS @ 6 IN O.C.

TOP PLATE LAPS SHALL BE NAILED WITH NOT LESS THAN 8 16d FACE NAILS ONEACH SIDE OF EACH BREAK IN THE TOP PLATE.

16' - 0 1/2"

19' - 3 1/2"

2' - 6"

2' -

6"

@T

rus

Jois

t - T

JI :

TJI

® 3

60 -

11

7/8"

1' -

4"

W12

X50

1' - 9 1/4"

Engineered Truss 2'-0" O.C.

Engineered Truss 2'-0" O.C.

@Trus Joist - TJI : TJI® 560 - 11 7/8" 2' - 0"

TimberStrand®1.55E – 11 1/4 x 1

3/4”


3/4”


3/4”

(3)

(2)(2)



@D

imen

sion

Lum

ber

: 2x1

01'

- 4

"

@D

imen

sion

Lum

ber

: 2x1

01'

- 4

"

2x outriggers

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:53

PM

S 1

Framing Plan 01


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 Framing 01 Floor Plan

1/4" = 1'-0"2 Framing 06 Roof View No. Description Date

UP

Master Suite

Bedroom 2

Closet

Bedroom 3

4' -

0 1

/2"

4' - 5 1/2"

11' - 1"

Bedroom 1

Bath 1

13' -

3 3

/4"

52' - 0"

20' - 7" 9' - 0 1/4"

19' -

11

1/2"

For non bearing

locations use Simpson

Strong-tie face mount

joist hanger

(IUS2.37/11.88)



1/2”


3/4”

(2)

21' - 4 1/2"Use continuous rim joist - TJRim Board, or 1 1/4"Timberstrand LSL (TYP.)

@T

rus

Jois

t - T

JI :

TJI

® 2

30 -

16"

1' -

4"

@T

rus

Jois

t - T

JI :

TJI

® 3

60 -

16"

1' -

4"

@T

rus

Jois

t - T

JI :

TJI

® 3

60 -

16"

1' -

4"

@T

rus

Jois

t - T

JI :

TJI

® 3

60 -

16"

1' -

4"

(3) 2x6 POST DN

(3) 2x6 POST DN

(2) 2x6 POST DN

(2) 2x6 POST DN

(2) 2x4 POST DN (2) 2x4 POST DN

TimberStrand®1.55E – 16 x 1 3/4”





2x42x4 2x4


(2) @T

rus

Jois

t - T

JI :

TJI

® 3

60 -

11

7/8"

1' -

4"

@D

imen

sion

Lum

ber

: 2x8

2' -

0"

TJI® 360 - 11 7/8"

TJI® 360 - 11 7/8"

@Trus Joist - TJI : TJI® 360 - 16" 1' - 4"


(2)

@D

imen

sion

Lum

ber

: 2x1

01'

- 4

"

@Trus Joist - TJI : TJI® 360 - 16" 1' - 4"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

4/3/

2015

1:4

2:54

PM

S 2

Framing Plan 02


Dean Lonzano

Issue Date

Author


1/4" = 1'-0"1 Framing 02 Floor Addition

1/4" = 1'-0"2 Framing 03 Floor Tower Loft

3 Garage 01 Floor Framing Plan 1/4" = 1'-0"

4 Garage Roof Framing Plan


River road house

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Transcript of River road house