FOR KIRT & CHRISTY REESEdallfogle.weebly.com/uploads/1/9/2/1/1921388/reese_residence.pdf · 100 1...

100

1

A101

Room nameRoom nameRoom nameRoom name

101

1

BUILDING SECTION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEV. NUMBER

SHEET NUMBER

NORTH ARROW

WINDOW KEY

ROOM NAME

ROOM NUMBER

DOOR KEY

REVISIONS

ELEVATION

A

1 KEYNOTE

KEY LEGEND

1

A101

SIM

N

1

A101

1

2

3

4 CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.

Mechanical & Electrical:

402 N

OR

TH

MA

IN,

TE

TO

NIA

, ID

83452

TITLE SHEET

RE

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E R

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NC

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A001

RWC

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7/1/2008

2822

KIRT & CHRISTY REESE

PROPOSED RESIDENTIAL ADDITIONFOR

IN

402 NORTH MAIN, TETONIA, ID 83452

ABBREVIATIONS

INTERNATIONAL BUILDING CODEIBCIRC INTERNATIONAL RESIDENTIAL CODE

WATERPROOF GYPSUM BD.WP GYP.

SHEETSHT

STEELSIMILARSHEET METAL

SUSPENDEDSTRUCTURAL

TEMPERED

WEATHERPROOF

TONGUE AND GROOVE

TOP OF ....THRESHOLD

TYPICALVERTICAL

UNIFORM BUILDING CODEUNLESS OTHERWISE NOTED

TEMP

WP

THRSHLDT&G

T.O.TYPVERT

SHT MTL

STRUCT

SIMSTL

SUSP

UBCU.O.N.

FLOORFINISH

GLUE LAMINATED BEAMGENERAL CONTRACTORFOOTING

FOUNDATIONFRAMING

GYPSUM WALL BOARD

HEATER

INTERIORINSULATION

HEADERHORIZONTAL

METALNOT IN CONTRACTON CENTER

MAXIMUM

MINIMUMMECHANICAL

PLYWDPRESSURE TREATED

PLUMBINGPLUS OR MINUS

RADIUSREINFORCEMENT (ING)

PLATE

JOIST

GLUE LAMINATED MEMBER

FINISHED FLOOR

SCHEDULEROOM

JST

N.I.C.

+/-

OC

PLMBG

P.T.

REINFRAD

PLYWD

MAXMECHMINMTL

SCHEDRM

G.L.GYP BD

FRM'GFTGG.C.

FINFLRFDN

GLB

HTR

INTINSUL

HDRHORIZ

F.F.

BEAM

BOARDBASEBOARD HEATER

BLOCKING

BOTTOM OF....

ARCHITECTABOVE FINISHED FLOOR

DOUBLE

CEILING

CONCRETECOLUMN

CENTERLINE

DOWNDETAIL

ELEVATION DRAWINGELEVATION HEIGHT

ELECTRIC

DRAWINGSDIMENSION(S)

CHANNEL

CONCRETE MASONRY UNIT

BMB.O.

DBL

ELEVELEC

DWGSDIM

DTLDNEL

CONC

CLG

CMUCOL

CHNL

BRD

ARCH

BLK'G

BBH

A.F.F.

DRAWING INDEX

A001 TITLE SHEETA002 GENERAL NOTESA003 SITE PLANA101 BASEMENT FLOOR PLANA102 MAIN FLOOR PLANA103 ROOF PLANA201 ELEVATIONA202 ELEVATION

A301 BUILDING SECTIONSA401 DOOR & WINDOW SCHEDULEA402 SCHEDULES

S001 GENERAL STRUCTURAL NOTESS101 FOUNDATION PLANS102 MAIN FLOOR FRAMING PLANS103 ROOF FRAMING PLAN

BUILDING DATA SITE DATA

STREET ADDRESS: 402 N.MAIN ST.

ZONING: R-1

SITE AREA: 65,201 SQ. FT.

SETBACKREQUIREMENTS: W/E: 20'N/S: 10'

BUILDING SQ. FT:

BUILDING TYPE:

SPRINKLERED:

BUILDING OCCUPANCYTYPE:

HEIGHT TO RIDGE:

1440

TYPE V

NOT REQUIRED

TYPE R-3

ONE STORYW/BASEMENTELEV. 17'-4 7/8"

CL

PL

VICINITY MAP 402 N. MAIN

N

PROPOSED BUILDING SITE

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


402 N

OR

TH

MA

IN,

TE

TO

NIA

, ID

83452

GENERAL NOTES

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Division 01- General Requirements

Division 02- Sitework

14. Unless otherwise noted, all plan dimensions are taken to the edge of rough framing and centerline ofcolumns.

6. General Contractor shall inform Architect of any and all owner required changes or directivesfollowing Owner/Contractor conversations. General Contractor shall not proceed with Ownerrequested changes or directives without prior review from the Architect.

7. Given dimensions take precedence over scale. Large scale details govern over small scale details.Contractor shall take extra caution to coordinate dimensions of structural drawings with architecturaldrawings prior to construction- verify discrepancies with Architect.8. Contractor shall store all building materials in accordance with Manufacturer's recommendations.

1. Letham Architects does not represent that these plans or specifications in connectiontherewith are suitable, or modified, for any site other than the one for which they were specificallyprepared. Letham Architects disclaims responsibility for these plans or specifications if they areused in whole or in part at any other site. General Contractor shall verify that only city or countyapproved construction documents are utilized for construction purposes.

2. The Architectural Construction drawings and general notes delineate and describe onlylocations, dimensions, types of materials and general methods of assembling or fastening. They arenot intended to specify particular products or other methods of application, except wherespecifically noted. Letham Architects assumes no responsibility for the selection, fabrication orinstallation of any specific material, product or method. Field observation visits by LethamArchitects representatives shall not be construed as inspection or approval of construction.

4. The General Contractor must determine that all equipment specified will fit through existing doorways,corridors and openings before equipment is purchased and/or schedules the installation sequenceto avoid conflicts.

5. Contractor will work within the guidelines and standards set by OSHA and be liscensed withthe state in which the project is constructed.

12. Temporary light and power supply for all construction shall be made available at the project site.

9. The Contractor is responsible for executing work in conformance with the latest editions of theInternational Residential Code (IRC), latest additions of the NEC, NFPA and any local codes andordinances applicable.

6. The General Contractor must verify all existing site dimensions and conditions.

10. The General Contractor is responsible for verifying all dimensions, materials,schedules, etc. within the scope of the project, and report any discrepancies to theArchitect prior to continuing work. The General Contractor must notify the Architectimmediately of conditions which require deviation from constructing the work as indicatedin the contract documents.

3. The presence of the Architect on the jobsite does not imply approval of the work. The GeneralContractor must call specific items to the attention of the Architect if he wishes to obtain the Architect'sapproval.

11. Each trade is responsible for inspection of service and to advise the General Contractor, Architect, andOwner as to current condition, possible problems, and potential duties with respect to their trades.

13. Contractor shall coordinate all required inspections by county/ city Building and FireDepartments and any other governing authorities having jurisdiction.

1. The General Contractor must inspect the site before beginning work and identify conflicts orinconsistencies between the contract documents and existing conditions.2. All grading activities shall be constructed to the lines and grades as staked on the ground by theproject surveyor. Any disturbed soil is to be finish graded and raked to achieve a uniform surface. All finishgrade to be free of rocks and solid debris greater than 3/4" diameter and consisting of native soilcharacteristics. No twigs, sticks, or other non-soil material shall be included in the final grade beingprepared for final landscaping.

4. Install utilities in accordance with utility company requirements. General Contractor is responsiblefor coordination, tapping into, installation and verifying location of all necessary site utilities includingpower, water, sanitary, cable, phone, etc. General Contractor to coordinate all utility fees andservices with the owner.5. The Contractor and subcontractors shall make every reasonable effort to minimize disturbing the landand save as many existing trees and vegetation as possible.

7. All excess excavated material to be trucked off site with the exception of any necessary backfill materialor potential landscaping material. Contractor to provide location to limit amount of site damage.Stockpile location to be determined by General Contractor and shall incorporate all erosion controlmethods and techniques as prescribed by governing agencies.8. Caution: Underground utility locations are not guaranteed, nor is there any guarantee that allexisting utilities (whether functional or abandoned) within the project area are shown on thedrawings. The contractor shall determine the exact location of all underground utilities beforestarting work. The contractor shall be responsible for all damage resulting from contractor's work.

3. Contractor shall provide all temporary utilities, including electricity necessary for construction andtemporary septic facilities, which shall be maintained on site for the duration of construction.

9. All Construction debris is to be stockpiled neatly on site until disposal, which shall be done at the countylandfill or recycling facility only. No debris is to be disposed of in local waste collection facilities.Final building staking and all required surveying to be performed by competent surveyor atcontractor's expense.Contractor to notify Architect of any problems with existing soil conditions as may be encountered duringthe construction of this project (primarily during excavation).10. Contractor shall restore all existing landscaping which is damaged due to construction.

Contractor to coordinate and supervise trenching and installation of all utilities and services toand from building. General Contractor's responsible for trenching, installation, and back filling ofeach utility as applicable to project. Such coordination shall include General Contractor'sreasonable efforts to combine as many different utilities to common trenches as practicalitiesand good practice permit.

18. Provide compacting of existing soils and engineered fill to 95%, see structural drawings.19. Provide below slab gravel and bedding materials as indicated on structural drawings.

11. All soil materials shall be compacted in 6" to 8" lifts, unless otherwise noted, to prevent anysettling of finish grade, walks, decks, drives, etc.12. Removal of existing trees and bushes on site, and any other organic material cleared for purposesof construction is the contractor's responsibility. Contractor shall get Owner's approval beforeremoving trees, bushes or any other vegetation.13. Contractor to provide finish grading around perimeter of building for a distance of approximately 20feet (not to extend beyond envelope building setback line or construction limit line). Finish grade to be araked surface contoured to blend naturally with existing undisturbed grade where they meet. Minimum slopeaway from building shall be 1/8" per foot.

15. Excavated topsoil to be restrained and used as final ground cover for all finish grading and utilitytrenches, which shall be uniformly and thoroughly covered. Topsoil shall be defined as minimum 4" deep andfree of debris, waste, frozen material, vegetation or other deleterious matter and containing not more than10% sand, gravel or rocks - none of which may be larger than 3/4" in any direction.

14. All excavated fill and demolition debris is to be stockpiled in the areas designated on the site plan.

16. Provide cleaning and grubbing of existing vegetation, coordinate with Owner.17. Provide erosion control fencing and/or bales to protect adjacent vegetation and waterways.

GENERAL NOTES - RESIDENTIAL:

20. Coordinate existing site conditions with Owner's representative.21. Coordinate locations and service entrance for all utilities with Owner's representative.22. Coordinate construction limits, staging and parking areas with Owner's representative.23. Provide temporary fencing to maintain construction personnel and equipment within constructionlimits.

Division 03- Concrete

Division 04- Masonry

1. Provide where indicated on drawings per Manuf. specifications.

Division 05- Metals1. Provide structural steel connectors, embeds and miscellaneous steel fabrications as indicated onstructural drawings.

Division 06- Woods and Plastics

7. Provide trowel grade damproofing at foundation.

5. Provide air infiltration barrier at exterior frame walls, "Tyvek, Typar or equal."

4. Provide spray insulation, rigid insulation and batt insulation as indicated on drawings.

6. Provide bituthene ice and water shield adhesive as required.

Provide metal flashing and sheet metal gutters in compliance with I.R.C. 2006 SectionR905.2.8.2 thru 905.2.8.5.

8. Provide joint sealants and chinking where applicable.

7. Contractor to provide in wall blocking as necessary for all cabinets, casework, rails,accessories, fixtures, etc.

1. Comply with I.R.C. 2006 Chapter 4 for Foundations.

3. Polyethylene vapor barrier .006" thick under all slabs in compliance with I.R.C. SectionR405.2.2.

2. Provide control joints at all exterior concrete slabs as follows:Walks - 6'-0" o.c. maximum, Patios- 8'-0"x12'-0" maximum uninterrupted slab,Drives- 8'-0"x12'-0" maximum uninterrupted slab.

2. Comply with I.R.C. 2006 Chapter 4 for reinforced concrete.

3. Reinforcing steel: Refer to structural drawings for size and location.4. Steel: Provide new material only

2. Dimensional lumber shall comply with I.R.C. Chapter 6. All lumber shall bear the stamp of anapproved grading agency.3. Unexposed treated lumber/wood shall be borate treated. Exposed treated lumber/wood shall be ACQtreated lumber.4. Fastners in contact w/ ACQ treated lumber/wood and borate treated shall be hot-dipped galvanizedfasteners.5. Fireblocking: Fireblocking may be of nominal 2" lumber, gypsum bd., cement fiberboard, mineral orglass fiber batts or blankets, or other approved material installed in such a manner as to remainsecurely in place, per code.

A. Provide at concealed spaces of stud walls and partitions including furred spaces at theceiling and floor levels and at maximum 10 ft. intervals both vertical and horizontal.

C. Provide in openings and around vents, pipes, ducts, chimneys, fireplaces and similaropenings which afford a passage for the fire at ceiling and floor levels, use non-combustiblematerials.D. The integrity of all fireblocking and draft stops shall be maintained.

6. Provide solid blocking at toilet paper holder, towel bar locations, and all other wall mountedfixtures and cabinetry.

B. Provide at all interconnections between concealed vertical and horizontal spaces such as soffits.

1. Framing:Construct all framing, plumb, true and rigid, ready to receive finish materials.

10. Install a sufficient number of fastenings, of a size and type appropriate to the10. Install a sufficient number of fastenings, of a size and type appropriate to the10. Install a sufficient number of fastenings, of a size and type appropriate to the10. Install a sufficient number of fastenings, of a size and type appropriate to thematerials to be joined, to provide rigid, secure joints and anchorage. The use of powermaterials to be joined, to provide rigid, secure joints and anchorage. The use of powermaterials to be joined, to provide rigid, secure joints and anchorage. The use of powermaterials to be joined, to provide rigid, secure joints and anchorage. The use of poweractuated fastenings shall be in strict accordance with the manufacturer's recommencationsactuated fastenings shall be in strict accordance with the manufacturer's recommencationsactuated fastenings shall be in strict accordance with the manufacturer's recommencationsactuated fastenings shall be in strict accordance with the manufacturer's recommencationsand instructions, taking all safety precautions as recommended and/ or required by theand instructions, taking all safety precautions as recommended and/ or required by theand instructions, taking all safety precautions as recommended and/ or required by theand instructions, taking all safety precautions as recommended and/ or required by thegoverning official. See struct. drawings.governing official. See struct. drawings.governing official. See struct. drawings.governing official. See struct. drawings.

8. Attic access not less than 22"x30" and shall be in the hallway or easily accessible location. 30"minimum unobstructed headroom in the attic space (IRC 2006 Section R807.1).

9. Field verify all dimensions prior to construction of interior finishes.

13. All exterior plumbing & structural walls to be 2x6 construction U.N.O.- Verify all other walls withFloor Plans.

12. Truss fabricator to provide shop dwgs. for review by Contractor prior to fabrication.

11. All work shall have truly cut and closely fitted joints, firmly secured in place with nails, screws orbolts, as indicated on the plans and drawings, and in accordance with required good practice. Cuts inframing materials to admit other materials shall be braced or blocked securely to restore the stiffness ofthe member.

1. Attic ventilation Notes:The total net free ventilation shall not be less than 1/150 of the area of the space ventilatedexcept that the total area is permitted to be reduced to 1/300 provided at least 50 percent andnot more than 80 percent of the required ventilating area is provided by ventilators located in theupper portion of the space to be ventilated (IRC 2006 Section R806.2).

Division 07: Thermal and Moisture Protection

2. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to theunderside of the roof rafters shall have cross ventilation for each separate space by ventilatingopenings protected against the entrance of rain or snow (IRC 2006 Section R806.1).3. Attic ventilation shall comply with I.R.C. 2006 Section R806.

1. Basements with habitable space and every sleeping room shall have at least one operableemergency escape and rescue window or exterior door opening for emergency escape and rescue.Where openings are provided as a means of escape, they shall have a sill height of not more than 44"above the floor (IRC 2006 Section R310.1).The minimum net clear opening height shall be 24" (IRC 2006 Section R310.1.2).The minimum net clear opening width shall be 20" (IRC 2006 Section R310.1.3).

9. Sheet Metal Work: A. All flashings shall be bend formed or brake formed as required. All attachments shall be made

as to assure a weathertight and watertight junction. B. All roof mounted metal components, i.e. metal flashings and vents shall be painted to match

color of adjacent finishes unless noted otherwise in construction documents.

C. Flashing shall be provided in valleys and around chimney.

5. Note: See structural drawings for all structural components, connections, reinforcement, typ.

Note:A. Provide foam insulation at all windows and doors.B. Provide insulation at all recessed can fixtures to match insulation in roof cavity(typ.). Holdinsul. away from fixture as req'd by Manuf.C. Coordinate chimney caps and all roof penetrations with Contractor prior toConstruction.

Division 8: Doors, Windows and Glass

D. All Flashing installation shallcomply with SMACNA Standards.

2. All emergency escape and rescue openings shall have a minimum clear opening of 5.7 Sq. Ft.Exception: Grade floor openings shall have a minimum net clear opening of 5 Sq. Ft. (IRC 2006 SectionR310.1.1).

Enclosed accessible space under stairs shall have walls under surface and any soffits on the enclosed sideprotected with minimum 5/8" Type 'X' gypsum board, or noncombustibleconcrete walls and soffit.

1. Shower compartments shall have at least 900 sq. in. of floor area and be sufficient size to inscribe a3'-0" circle. Hinged door shall open outward (IRC 2006 Section P2708.1).

2. Bathtubs, shower floors and walls above bathtubs (with installed shower heads in showercompartments) shall be finished with a nonabsorbent surface, such wall surfaces shall extend to a height ofnot less than 6'-0" above the floor (IRC 2006 Section R307.2).

Water-resistant gypsum backer board shall not be permitted on ceiling where framing spacing doesexceed 12" o.c. for 1/2" thick & 16" o.c. for 5/8" thick (IRC 2006 Section R702.3.8).

3. All habitable rooms shall be provided with aggregate glazing area of not less than 8% of the floorarea of such rooms (IRC 2006 Section R303.1).4. Windows with bottomless edge less than 18" above the floor to be of tempered glass (IRC 2006Section R308.4 #7.2).

8. All window and door R.O.'s to be framed from supplier's cut sheets, and verified in field byContractor.

Gypsum Board:

5/8" Type 'X' gypsum board at walls and ceilings, typical.

6. Openings between Garage and residence shall be equipped with solid wood doors not lessthan 1 3/8" in thickness, solid or honeycomb core steel doors not less than 1 3/8" thick, or 20-minute fire-rated doors (IRC 2006 Section R309.1).7. Glass and Glazing:All openable windows shall be of a type operable from the inside without the use of a key or specialknowledge for its operation.

5. Exterior doors with hinge pins exposed on the outside shall use hinges with non-removable pins or pinstandard hinges to prevent removal of the door from exterior by removal of the hinge pins.

The following glazing conditions shall require impact resistant glazing (tempered):A. Where the glazing occurs at shower doors and at enclosures where glazing occurs inbathrooms. Sliding glass doors (I.R.C. 2006 Section R308.4).

Division 9: Finishes

1. General Procedures:Painting shall be performed by experienced, competent journeyman painter(s) in accordance with thebest standards of practice in the trade. When complete the painting shall represent a first classworkmanlike appearance.

Preparations of surfaces:Wood: Sandpaper to smooth and even surface and remove all dust. After priming or stain coat hasbeen applied thoroughly, fill all nail holes and other imperfections with spackle, tinted with primer orstain to match wood colors.2. Gypsum Board Substrate:

Method and workmanship shall comply with the direction for "Single Layer System" contained in theUnited States Gypsum Company's "Handbook of Gypsum Drywall Construction" latest edition.

Division 10: Specialties

Division 11: Equipment

1. Residential Appliances (to be determined by Owner).

Division 13: Special Construction

1. Intrusion detection: Smoke detector wiring shall be permanently wired and interconnected with abattery powered back-up without a disconnecting switch other than those required for overcurrentprotection. Where the highest point of a ceiling in a room that opens to a hallway serving bedroomsthat exceeds that of the opening into the hallway by 24" or more, smoke detectors shall be installed inboth the hallways and the adjacent room.

1. All systems shall be designed within the respective codes. Consultation with Engineers respectiveto the appropriate trades is encouraged.

3. Exhaust fan, min. 50 cfm (VIF), run metal exhaust duct directly to the outside of the building,insulate. Bathroom windows shall have min. 3 Sq. Ft. of aggregate glazing, 1/2 of which must beopenable (IRC 2006 Section R303.3).4. Provide 30" min. clear width for the water closet and 21" clear in front (IRC 2006 SectionR307.1).

2. Vent dryer to outside with 4" metal ducting, termination cap. Maximum length shall not exceed 25feet from dryer to wall or roof termination. Length shall be reduced 2.5 feet of each 45 degree bendand 5 feet of each 90 degree bend (IRC 2006 Section M1501.1, M1502.1, M1502.2, M1502.5and M1502.6).

Division 12: Furnishings

1. To be determined by Owner.

Division 14: Conveying Systems

1. No Requirements

Division 15: Mechanical

1. All systems shall be designed within the respective codes. Consultation with engineers respectiveto the appropriate trades is encouraged.

General Note:Refer to attached structural drawings for all structural member sizes, structural connections &structural member spacing.

5. Appliances having an ignition source shall be elevated such that the source of ignition is not lessthan 18" above the floor in Garages (IRC 2006 Section P2801.6).

Division 16: Electrical

Refer to IRC 2006 Section R313 foradditional requirements.

6. Radon Mitigation: All Buildings used for the housing of persons shall be provided with basic radon mitigators. These mitigators are basic in nature and may require supplemental equipment should high levels of radon be found in the structure. Refer to 2006 IRC for complete radon control methods.

15. The General Contractor must obtain all required building permits and agency approvals.16. The General Contractor must comply with the rules of the subdivision, the county / city and thedirection of the Owners for construction procedures, use of premises, access to the project and trashremoval.

Crawl Space Access 18"x24" (IRC 2006 Section R408.4). See plans for additional information.Provide opening space with headers as necessary in crawlspace area to access entire crawlspace.

10. Provide crawlspace ventilation as required by I.R.C. 2006 Section R408.1 thru 408.3

EXISTING BUILDING

PROPOSEDBUILDING

12

9.0

4'

16

5.0

0'

35

.96

'

10.00'

40

.00

'

310.00'

20

5.0

0'

215.64'

320.00'

104.36'

48

.87

'

7.59'

24

.76

'

76

.63'

58.35'

ST

AT

E H

WY

. 3

3

EXISTING DRIVEWAY

POND

0.29 ACRES(12,554 SQ, FT.

PARCEL 21.21ACERS

(52,647 SQ, FT.

PARCEL 1

EXISTING SHED

PP

PP

PP

X X X X

X

X

X

X

X X X X X X X X X

X X X X X X X X X

X

X

X

X

X

X

X

LILAC, TYP.

SETBACK

20' - 0"

SE

TB

AC

K

10

' - 0

"

SE

TB

AC

K

10

' - 0

"

SETBACK

20' - 0"

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


402 N

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SITE PLAN

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SCALE: 1" = 20'-0"

SITE PLANN

LEGEND

PROPERTY LINE

FENCE LINE

OVER HEAD POWER LINE

SETBACKS

X

P

X

P

X

P

UP

1

A3011

A301

2

A301

2

A301

D E

24' - 0"

30

' - 0

"

UNFINISHED BASEMENT

BEARING WALL

18 RISERS @ 7 3/8"

17 TREADS @ 10 1/8"

PROVIDE 5/8" TYPE XGYP. BD. ON WALLSAND UNDERSIDE OF STAIRS

TY

P.

3' -

0"

TYP.

6' - 0"

2" DIA.HANDRAIL

5' - 5" 13' - 9 1/2" 4' - 9 1/2"

WINDOW WELL3'-0" MIN. PERCODE

3' -

2"

9' -

10

1/2

"3

' - 2

"

1' - 9 1/4"

3' - 2"

3' - 0"

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

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402 N

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BASEMENT FLOORPLAN

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SCALE: 3/16" = 1'-0"

BASEMENT FLOOR PLANN

WALL TYPES KEY2 X 4 @ 16" O.C.

2 X 6 @ 16" O.C.

8" CONCRETE WALL

DN

DN

A B

101

102 103

104

105

106

107

24' - 0"

BEDROOM 2BEDROOM 2BEDROOM 2BEDROOM 2

102

10' X 12'

BEDROOMBEDROOMBEDROOMBEDROOM

101

STORAGESTORAGESTORAGESTORAGE

103

BATHBATHBATHBATH

104

LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM

105

10' X 12'

17'-9" X 16' 9"

4'-10" X 8'-4"

5' X 8'

5' - 5" 4' - 8" 3' - 6 1/2" 5' - 7" 4' - 9 1/2"

8' -

9"

8' -

9 1

/2"

12

' - 5

1/2

"

30

' - 0

"

17

' - 6

1/2

"6

' - 1

3/4

"6

' - 3

3/4

"

7' - 1 3/4" 8' - 5 1/2" 8' - 4 3/4"

1

A3011

A301

2

A301

2

A301

C

3' -

5 1

/2"

14

' - 1

"1

2' -

5 1

/2"

8' CEILINGS8' CEILINGS

6' -

0"

2 X 4'S @ 16" O.C.

2 X 6'S @ 16" O.C.

8" CONCRETE WALL

2" DIA HANDRAIL

2' -

6"

36" HIGH RAILINGPER CODE

108

PROVIDE HANDRAILAND RAILING PER CODE

BREEZE WAY

4 TREADS @ 11"

5 RISERS @ 5 1/4"

PROVIDE ATTICACCESS

22"X30"

30

' - 0

"

24' - 0"

3' -

2"

3' - 2"

5' - 6" 5' - 10 1/2" 12' - 7 1/2"

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


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MAIN FLOOR PLANN

EXISTING BUILDING

WALL TYPES KEY

1

A3011

A301

2

A301

2

A301

RID

GE

5/12 SLOPE 5/12 SLOPE

SHADED AREA INDICATES AREA OFBITUTHENE LAYER, TYP.

5/12 SLOPE

TYP.

3' - 0"

DASH LINE INDICATES EXTERIOR EDGE OFFRAMING/FOUNDATION WALL

VALLEY

RID

GE

3' - 0

"

TYP.

3' - 0"

EXISTINGROOF

CONSULTANTS

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Civil Engineering:

REVISIONS

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SCALE: 3/16" = 1'-0"

ROOF PLANN

METAL ROOF ASSEMBLY:PROVIDE 9" METAL ROOFING, SUBMIT SAMPLE FOR OWNER'S APPROVAL. INADDITION, PROVIDE BITUTHENE ICE AND WATERSHIELD AS SUPPLIED BY W.R.GRACE, AS INDICATED ON ROOF PLAN, BELOW FELT. PROVIDE METAL FLASHINGAT ALL VALLEYS.

NOTE:1. ALL ROOF FLASHING, EAVE AND RAKE FLASHING TO BE SELECTED BY

OWNER, PROVIDED BY CONTRACTOR

2. ALL FLASHINGS TO BE APPLIED/ATTACHED PER SMACNA FLASHING AND SHEET METAL DETAIL STANDARDS.

ROOF SPECIFICATIONS:

T.O. 1st Subfloor100' - 0"

T.O. Plate108' - 1 1/8"

T.O. Slab88' - 11 3/8"T.O. Footing88' - 7 3/8"

T.O. Foundation Wall98' - 9 7/8"

1

A301

1

A301

Ground Level97' - 5 7/8"

VINYL SIDING TYP.

BREEZE WAY

C

MTL. ROOFING

17

' - 4

7/8

"

EXISTING BUILDING

EXISTING FOUNDATION

VINYL TRIM TYP.

WINDOW WELL, TYP.

FASCIA OVERSUBFASCIA, TYP., V.I.F.


T.O. Plate108' - 1 1/8"

T.O. Slab88' - 11 3/8"

T.O. Footing88' - 7 3/8"


1

A301

1

A301


BREEZE WAY EXISTING BUILDING

EXISTING FOUNDATION

VINYL SIDING TYP.

VINYL TRIM TYP.

WINDOW WELL CONSULTANTS

Structural:

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1 EAST ELEVATION

SCA LE : 3/16" = 1'-0"A201

2 WEST ELEVATION


T.O. Plate108' - 1 1/8"

T.O. Slab88' - 11 3/8"

T.O. Footing88' - 7 3/8"


2

A301

2

A301


WINDOW WELL, TYP.

E D

AB

ATTIC VENT, WITH BLACKMTL. BUG SCREEN

12

5

12

5


T.O. Plate108' - 1 1/8"

T.O. Slab88' - 11 3/8"

T.O. Footing88' - 7 3/8"


2

A301

2

A301


107

3' -

0"

COMPACTED FILL, TYP.

4" COMPACTED GRAVEL FILL

4" CONCRETE SLAB

ATTIC VENT, WITHBLACK METAL BUGSCREEN

2' - 0"

PRE-ENGINEEREDTRUSSES, TYP.

FASCIA OVERSUBFASCIA, TYP., V.I.F.

1' - 6"

12

5

12

5PROVIDE RIDGE VENT

PROVIDE COLD ROOF AIRVENTILATION, PER CODE,TYP. PROVIDE BLACKMETAL BUG SCREEN, TYP.V.I.F.

R-49 INSULATION, V.I.F.

R-21 INSULATION, V.I.F.

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

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SCA LE : 3/16" = 1'-0"A202

2 NORTH ELEVATION

SCA LE : 3/16" = 1'-0"A202

1 SOUTH ELEVATION


T.O. Plate108' - 1 1/8"

T.O. Slab88' - 11 3/8"

T.O. Footing88' - 7 3/8"


2

A301

2

A301

10

' - 0

"


5/8" TYPE 'X' GYP. BD.

R-21 BATTINSULATION, TYP.

R-49 INSULATION, TYP.

RIM JOIST, TYP.

VINYL SIDING, TYP.

COMPACTED FILL, TYP.

1/2" SHEATHING, TYP.

P.T. SILL PLATE

UNFINISHED BASEMENT

UNDISTURBED EARTH, TYP.

PRE-ENGINEERED SCISSOR TRUSS

102 103

MIN

.

3' -

0"

36" HIGHRAILING PER CODE

PROVIDE COLD ROOF AIRVENTILATION, PER CODE,TYP. PROVIDE BLACKMETAL BUG SCREEN,TYP.

TYP.

2' - 0"

R-13 BATT INSULATION, TYP.

4" CONCRETE SLAB OVER 6 MILPLASTIC OVER 4" WASH ROCKFOR RADON MITIGATION OUTROOF

HE

EL

HT

.

1' -

8"

12

5

12

5

FASCIA OVER SUBFASCIA,TYP., V.I.F.


T.O. Plate108' - 1 1/8"

T.O. Slab88' - 11 3/8"

T.O. Footing88' - 7 3/8"


1

A301

1

A301


6' -

11

1/8

"

7 3

/8"

10 1/8"

8' -

1 1

/8"

5/8" TYPE 'X' GYP. BD.


4" COMPACTED GRAVEL FILL

R-49 INSULATION, TYP.

RIM JOIST

COMPACTEDFILL, TYP.

P.T. SILL PLATE

UNFINISHED BASEMENT

UNDISTURBED EARTH, TYP.

PRE-ENGINEERED SCISSORTRUSSES, TYP. PRE-ENGINEERED TRUSSES, TYP.

MTL. ROOFING

10

' - 0

"

4" CONCRETE SLAB OVER 6 MILPLASTIC OVER 4" WASH ROCKFOR RADON MITIGATION OUTROOF

PROVIDE 5/8" TYPE XGYP. BD. UNDER STAIRSAND AT WALLS

101 106 105

11 7/8" TJI @16" O.C.

R-30 INSULATION

EXISTING BUILDING


BUILDING SECTION NOTES

1. PRE-ENGINEERED TRUSS CHORDS ARE SHOWN IN A DIAGRAMMATIC WAY. THEY SHOULD NOT BECONSTRUED TO BE IN ANY WAY ENGINEERED. THE PURPOSE OF ALL BUILDING SECTIONS WITH REGARD TOENGINEERED TRUSSES IS TO ESTABLISH CRITICAL ARCHITECTURAL DIMENSIONS. THE TRUSSMANUFACTURER AND THEIR REPRESENTATIVES ARE RESPONSIBLE FOR DETERMINING ALL CHORD LAYOUT,CHORD DIMENSIONS, CONNECTIONS, ETC., BASED ON ALL REQUIRED LOADS. SHOP DRAWINGS SHALL BEREVIEWED BY THE ARCHITECT AND/OR CONTRACTOR TO ENSURE CONFORMANCE WITH THESE DOCUMENTS.

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

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SCA LE : 3/16" = 1'-0"A301

1 SECTION 1

SCA LE : 3/16" = 1'-0"A301

2 SECTION 2

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

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DOOR & WINDOWSCHEDULES

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Window Schedule

SY

M UNIT DESCRIPTION UNIT SIZE

NotesManufacturer Type Width Height

A SELECTED BY OWNER 36" x 48" 3' - 0" 4' - 0" Casement

B SELECTED BY OWNER 36" x 48" 3' - 0" 4' - 0" Casement

C SELECTED BY OWNER 48" x 48" 4' - 0" 4' - 0" Fixed

D SELECTED BY OWNER 48" x 48" 4' - 0" 4' - 0" Sliding

E SELECTED BY OWNER 48" x 48" 4' - 0" 4' - 0" Sliding

Door Schedule

sym

DOOR DESCRIPTION

Thickness

UNIT SIZE

NotesManufacturer Type Model Width Height

101 SELECTED BY OWNER 30" x 80" 0' - 1 3/4" 2' - 6" 6' - 8"



104 SELECTED BY OWNER 32" x 80" Pocket 0' - 1 3/4" 2' - 8" 6' - 8"

105 SELECTED BY OWNER 32" x 80" Pocket 0' - 1 3/4" 2' - 8" 6' - 8"




General Notes

1. Provide weather stripping at all exterior doors.2. All glazing in shower doors to be tempered.3. See plans and elevations for operations and handling.4. All glazing in exterior door units shall meet local

insulating codes.5. Glazing to have divided lites.6. Provide safety glass wherever required by IRC.7. Coordinate and verify exact frame size with rough

openings prior to ordering.

8. Coordinate door and window head heights to insurealignment of head casings.

General Notes

1. See glazing plans and elevations for operations and handling.2. All glazing should provide Low-E protection.3. Unless otherwise noted, all operable windows shall have screens.4. All glazing in exterior windows units shall meet local

insulating codes.5. Glazing to have divided lites.6. Provide safety glass wherever required by IRC.7. Coordinate door and window head heights to insure

alignment of head casings align as intended.

8. Coordinate and verify exact frame size with roughopenings prior to ordering.

9. Refer to plans and elevations for window groupings.

INSULATION SCHEDULE

SPRAY FOAM INSULATION

BATT INSULATION

SPRAY FOAM INSULATION

RIGID INSULATION

RIGID INSULATION

BATT INSULATION

SOUND BATT INSULATION

R-49

R-49

R-10

R-10

R-21

AROUND WINDOW AND DOOR R.O.

IN ROOF TRUSSES

IN ROOF JOISTS

AT PERIMETER SLAB ON GRADE AND FOUNDATIONWALLS MIN. 36" IN AND 36" DOWN

AT INTERIOR SLAB ON GRADE

IN 5 1/2" EXTERIOR WALLS

AT ALL INTERIOR WALLS AROUND BATHROOMS ANDBEDROOMS, AND WHERE INDICATED ON DRAWINGS(INCLUDING DOOR FRAMING)

NOTES:1. INSURE THAT ALL VAPOR BARRIERS ARE CONTINUOUS, ARE NOT TORN OR PUNCTURED, AND THAT

JOINTS, WINDOWS, DOORS, MECHANICAL AND ELECTRICAL PENETRATIONS ARE SEALED TIGHT WITHACOUSTIC OR OTHER NON-HARDENING CAULK WITH STAPLES AT 4 TO 6 INCHES ON CENTER. PROVIDE6 MIL VAPOR BARRIER AT ALL HEATED INTERIOR SURFACES OF EXTERIOR WALLS, EXTERIORCEILINGS AND BELOW BASEMENT/GARAGE SLABS.

2. ALL FIBERGLASS BATTS SHALL FILL CAVITY SPACES AND FIT TIGHT.3. SPRAY URETHANE INSULATION AROUND ALL VENT STACKS, PLUMBING RISERS, ELECTRICAL WIRING AT

FLOOR AND CEILING PENETRATIONS AND AROUND ALL PENETRATIONS IN EXTERIOR WALLS AND ROOF.4. INSTALL BATT INSULATION AROUND ALL PLUMBING STACK CAVITIES FOR SOUND CONTROL. THIS IS IN

ADDITION TO SPRAY URETHANE DESCRIBED IN NOTE 3. ALSO, SEE NOTE 2.5. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES.

BATT INSULATION R-13 AT EXTERIOR FOUNDATION WALLS

BATT INSULATION R-30 IN FLOOR JOISTS

CONSULTANTS

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Civil Engineering:

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SCHEDULES

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Room Finish Schedule

# Room

FLOOR WALLS

Ceiling KeynoteFinish Base North East South West

101 BEDROOM CARPET 1X4, V.I.F. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP.

102 BEDROOM 2 CARPET 1X4, V.I.F. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP.

103 STORAGE CARPET 1X4, V.I.F. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP.

104 BATH CERAMIC TILE 1X4, V.I.F. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP.

105 LIVING ROOM CARPET 1X4, V.I.F. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP. 5/8" GYP.

D. FOUNDATIONS1. FOUNDATIONS HAVE BEEN DESIGNED BASED UPON ASSUMED VALUES. NO SOILS REPORT HAS BEEN PROVIDED.

2. PLACE FOOTINGS ON COMPACTED NATURAL GRAVELY SOILS OR ENGINEERED FILL PLACED OVER UNDISTURBED NATURAL GRAVELY SOILS. ENGINEERED FILL MATERIAL SHALL BE MINUS 3" GRANULAR, APPROVED BY THE GEOTECHNICAL ENGINEER. PLACE ENGINEERED FILL IN UNIFORM LIFTS AND COMPACT TO 98% STANDARD PROCTOR ACCORDING TO ASTM D698. PLAN LIMITS OF ENGINEERED FILL MUST EXTEND AT LEAST 2'-0" BEYOND ALL FOOTING EDGES. IF ENCOUNTERED, EXISTING FILL SHALL BE REMOVED TO AN APPROVED DEPTH AND REPLACED WITH ENGINEERED FILL AS DESCRIBED ABOVE, PLACED AND COMPACTED AS DESCRIBED ABOVE.

3. PLACE INTERIOR SLABS ON GRADE ON 4" OF MINUS 3/4" DRAINAGE COURSE, GRADED FOR COMPACTION WITH LESS THAN 12% PASSING THE #200 SIEVE. PLACE DRAINAGE COURSE OVER A VAPOR RETARDER ON NATURAL SOILS OR ENGINEERED FILL PLACED OVER UNDISTURBED NATURAL SOILS. COMPACT SOILS UNDER SLABS (ABOVE FOOTINGS) TO 95% STANDARD PROCTOR ACCORDING TO ASTM D698.

4. DO NOT BACKFILL WALLS WITH UNBALANCED SOIL LEVELS UNLESS ADEQUATELY SHORED OR PERMANENT FLOOR PLATES ARE INSTALLED AND CONNECTIONS ARE COMPLETE - THIS DOES NOT INCLUDE RETAINING WALLS. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING DESIGN AND INSTALLATION.

5. BACKFILL AND COMPACT BURIED WALLS OR GRADE BEAMS EVENLY ON EACH SIDE TO AVOID UNBALANCED LOADS. COMPACT LAYERS TO 95% STANDARD PROCTOR ACCORDING TO ASTM D698 EXCEPT 92% UNDER NON-PAVED AREAS.

6. ALWAYS PROVIDE POSITIVE SURFACE WATER DRAINAGE AWAY FROM THE STRUCTURE.

E. CONCRETE1. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301-05 "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE" UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED.

2. MINIMUM REINFORCING BAR COVER: 3" AT UNFORMED SURFACES EXPOSED TO EARTH 2" AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER FOR #6 AND LARGER 11/2" AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER FOR #3-#5 1" AT SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER

3. SPLICE REINFORCING BARS BY LAPPING ACCORDING TO THE SCHEDULE ON THE DRAWINGS. PLACE MECHANICAL CONNECTORS WHERE SHOWN. SPLICE WWF SHEETS BY LAPPING AT LEAST ONE PANEL WIDTH (TWO LONGITUDINAL BARS IN CONTACT) OR 6 INCHES MINIMUM.

4. ADD #5X5'-0" DIAGONAL EACH FACE AT ALL OPENING CORNERS AND #5X5'-0" DIAGONAL MID-DEPTH AT ALL RE-ENTRANT SLAB CORNERS UNLESS SHOWN OTHERWISE.

5. SECURE ALL REINFORCING, INCLUDING WWF, IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT. CONCRETE DOBIES MAY BE USED TO POSITION SLAB ON GRADE REINFORCEMENT.

6. TIE DOWELS IN PLACE BEFORE PLACING CONCRETE. DO NOT STAB OR "WET-SET" DOWELS.

7. INSTALL AND SECURE EMBEDMENTS SUCH AS ANCHOR BOLTS AND EMBEDMENT PLATES WITHIN SPECIFIED TOLERANCES BEFORE CONCRETE PLACEMENT.

8. ROUND ISOLATION JOINTS SHOWN AT COLUMN LOCATIONS MAY BE SIMILAR SIZE DIAMOND SHAPED JOINTS AT THE CONTRACTOR'S DISCRETION.

9. WHERE TOP SURFACES OF CONCRETE SLABS ARE SHOWN TO BE RECESSED MORE THAN 1/2", THICKEN SLAB TO MAINTAIN INDICATED SLAB THICKNESS.

10. MECHANICALLY VIBRATE ALL CONCRETE PLACEMENTS EXCEPT SLABS LESS THAN 5" THICK.

11. WHERE SLAB CONTRACTION JOINTS ARE SHOWN ON THE DRAWINGS, CONSTRUCTION JOINTS MAY BE SUBSTITUTED TO ACCOMMODATE THE CONTRACTOR'S PLACEMENT STRATEGY.

12. FREE WATER ON THE SLAB SURFACE DURING FINISHING OPERATIONS IS PROHIBITED. SOFT CUT CONTRACTION JOINTS AS SOON AS POSSIBLE - GENERALLY WITHIN 6 HOURS AFTER FINISHING.

13. PROTECT AND CURE ALL CONCRETE SURFACES. BEGIN CURING WALLS IMMEDIATELY AFTER STRIPPING FORMS AND FLATWORK IMMEDIATELY AFTER FINISHING.

14. CONCRETE SURFACES TO RECEIVE GROUT UNDER COLUMN BASEPLATES MUST BE PREPARED BY LIGHT BUSH HAMMERING (1/4" AMPLITUDE) THE GROUTED AREA AND PRE-SOAKING.

F. WOOD FRAMING1. PREFABRICATED WOOD TRUSSES SHALL CONFORM TO THE TRUSS PLATE INSTITUTE DESIGN SPECIFICATION FOR METAL-PLATE CONNECTED WOOD TRUSSES (ANSI/TPI 1-2002). TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL SUPERIMPOSED LOADS INDICATED AND LOADS TRANSFERRED BY FRAMING MEMBERS INDICATED ON ROOF FRAMING PLAN(S) AND ANY ADDITIONAL LOADS REQUIRED.

2. ENGINEERED WOOD PRODUCTS (WOOD I-JOISTS & PARALLEL STRAND LUMBER) SHOWN ON THE DRAWINGS ARE THE PRODUCTS OF TRUSS JOIST AND ARE DESIGNATED BY THE MANUFACTURER'S STANDARD PRODUCT NUMBERS. THE INTENT OF THE DESIGN IS FOR THESE ITEMS TO BE ATTACHED TO EACH OTHER AND TO THE SURROUNDING STRUCTURE TO BEHAVE AS A SYSTEM. WHETHER SHOWN OR NOT, PROVIDE ACCESSORY ITEMS (BLOCKS, CLIPS, STIFFENERS, STRAPS, ETC..) DESIGNED BY THE MANUFACTURER, FOR A COMPLETE SYSTEM. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE.

3. FRAMING CONNECTORS, ANCHORS, AND HANGERS SHOWN ON THE DRAWINGS ARE PRODUCTS OF SIMPSON STRONG-TIE AND ARE DESIGNATED BY MANUFACTURER'S STANDARD PRODUCT NUMBERS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE.

4. ALL LAG BOLTS SHALL HAVE LEAD HOLES DRILLED THE SAME DIAMETER FOR THE SHANK AND 50% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LUBRICATE THREADS BEFORE INSTALLATION.

5. PROVIDE HEADERS FOR ALL OPENINGS AS SCHEDULED. WHERE NOT INDICATED, INSTALL 2-2X8 WITH PLATES TOP AND BOTTOM MATCHING STUD WIDTH. INSULATE ALL BOX HEADERS.

6. DOUBLE TOP PLATES SHALL HAVE A MINIMUM LAP LENGTH OF 4 FEET FASTEN WITH 2 ROWS OF 16D NAILS @ 6" UNLESS INDICATED OTHERWISE.

7. INSTALL WOOD SHEATHING PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL END JOINTS 32" MINIMUM. FASTEN PANELS TO SUPPORTING FRAMING AND BLOCKING AS INDICATED. (SEE SHEAR WALL SCHEDULE AND FRAMING PLAN(S) FOR CRITICAL NAILING.) NAIL HEADS SHALL NOT PENETRATE BEYOND A FLUSH CONDITION WITH FACE OF SHEATHING.

8. NAILING REQUIREMENTS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE FASTENING SCHEDULE, TABLE 2304.9.1 IN THE IBC.

9. SHEATHING: (AT HORIZONTAL DIAPHRAGM) LAY PLYWOOD PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER ALL END JOINTS AND PLACE AS INDICATED IN "CASE 1" OF 2006 IBC TABLE 2306.3.1. GLUE FLOOR SHEATHING & FASTEN W/ RING SHANK NAILS.

LOCATION MATERIAL NAILINGFLOOR 3/4" CDX, 48/24 MIN. SPAN RATING 10d AT 6" O.C. AT PANEL EDGES

UN-BLOCKED AT PANEL JOINTS, U.N.O. 10d AT 12" O.C. AT INTERMEDIATE SUPPORTSROOF 5/8" CDX, 32/16 MIN.. SPAN RATING 8d AT 6" O.C. AT PANEL EDGES

UN-BLOCKED AT PANEL JOINTS 8d AT 12" O.C. AT INTERMEDIATE SUPPORTS** SEE SHEAR WALL SCHEDULE AND FRAMING PLANS FOR SPECIFIC NAILING, SHEATHING AND FRAMING REQUIREMENTS AT VERTICAL WALLS.10. 2" MINIMUM CLEARANCE FROM FRAMING MATERIALS TO MASONRY @ ALL TRUE MASONRY FLUES11. FASTENERS IN PRESERVATIVE TREATED & FIRE RETARDENT-TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL PER 2304.9.5 (IBC 2006)

A. GOVERNING CODES

1. INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION2. AMERICAN CONCRETE INSTITUTE (ACI), 318-053. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 13TH EDITION.4. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), 2005 EDITION.5. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), 5TH EDITION.

B. DESIGN LOADS AND CRITERIA

1. GRAVITY LOADS (PSF):ROOF DEAD LOAD SNOW LOAD

15 85 (FLAT ROOF SNOW

FLOOR DEAD LOAD LIVE LOADMAIN 15 40STAIRS 15 100

2. WIND CRITERIA: 3 SEC GUST WIND SPEED = 90 MPHBUILDING CATEGORY: ENCLOSEDI = 1.00 / EXPOSURE CINTERNAL PRESSURE COEFFICIENT: 0.18 +-16 PSF MINIMUM FOR EXTERNAL WALL COMPONENTS & CLADDING

(BASED ON 100 S.F.)

3. SEISMIC CRITERIA SITE CLASS DSDS = 0.645 / SD1 = 0.338I = 1.00 / USE GROUP IDESIGN CATEGORY DLATERAL FORCE RESISTING SYSTEM:WOOD BEARING SHEAR WALLS

4. FOOTING BEARING PRESSURE: 2000 PSF ON APPROVED SUBGRADE, SEE D.25. SOIL FRICTION COEFFICIENT: 0.506. LATERAL SOIL PRESSURE: 45 PCF ACTIVE EQUIVALENT FLUID PRESSURE

60 PCF AT-REST EQUIVALENT FLUID PRESSURE250 PCF PASSIVE EQUIVALENT FLUID PRESSURE

7. FROST DEPTH: 32 INCHES

C. MATERIALS

1. CLASS A CONCRETE: PORTLAND CEMENT ASTM C150 TYPE I/II(USE U.N.O.) FLY ASH ASTM C618, 10% - 25% BY WEIGHT

WATER / CEMENT + FLY ASH = 0.45 MAXIMUM28 DAY f'c = 4000 PSIAIR CONTENT 4.5% - 7.0% EXCEPT 3.0% MAX. INTERIOR SLABS3/4" MAX. NORMAL WEIGHT AGGREGATE

CLASS B CONCRETE: PORTLAND CEMENT ASTM C150 TYPE I/II(FOOTINGS) FLY ASH ASTM C618, 10% - 25% BY WEIGHT

WATER / CEMENT + FLY ASH = 0.50 MAXIMUM28 DAY f'c = 3000 PSIAIR CONTENT 4.5% - 7.0%3/4" MAX. NORMAL WEIGHT AGGREGATE

2. REINFORCING BARS: ASTM A615, GRADE 603. DEFORMED BARS: ASTM A706, GRADE 60 (WHERE INDICATED TO BE WELDED)4. MECHANICAL SPLICES: LENTON TAPERED, THREADED COUPLERS AS MFG BY ERICO5. WELDED WIRE FABRIC: ASTM A185, FLAT SHEET MATERIAL6. ANCHOR RODS: ASTM F1554 GRADE 36 OR 557. GROUT: ASTM C1107, NON-METALLIC NON-SHRINK, 3 DAY f'c = 4000 PSI8. MASONRY UNITS: ASTM C90, GRADE N, f'c = 1900 PS9. MORTAR: ASTM C270, TYPE S10. MASONRY GROUT: ASTM C476 FINE, f'c = 2000 PSI WITH 10" SLUMP11. CMU ASSEMBLIES: 28 DAY f'm = 1500 PSI, UNIT STRENGTH METHOD12. STRUCTURAL STEEL:

W SHAPES ASTM A992, Fy = 50 KSIOTHER ROLLED SHAPES ASTM A36, Fy = 36 KSIPLATES ASTM A36, Fy = 36 KSIPIPE ASTM A53 GRADE B, TYPE E OR S, Fy = 35 KSIHSS -SQUARE OR RECT ASTM A500 GRADE B, Fy = 46 KSIHSS -ROUND ASTM A500 GRADE B, Fy = 42 KSI 13.

13. HIGH STRENGTH BOLTS: ASTM A325 TYPE 1 UNCOATED; STEEL TO STEEL CONNECTIONS14. BOLTS: ASTM A307; WOOD OR WOOD TO STEEL CONNECTIONS OR ERECTION

ONLY15. HEADED ANCHOR STUDS: ASTM A108 GRADE 1010 - 1020, TYPE B, Fu = 60 KSI (AWS D1.1

TABLE 7.1, TYPE B)16. WELD METAL: F7X-EXXX OR E70XX17. STEEL DECK: ASTM A446 GRADE A OR A653, Fy = 33 KSI.18. EXPANSION ANCHORS: STUD TYPE EXPANSION ANCHOR WITH SINGLE PIECE WEDGE HILTI KWIK

BOLT II EXPANSION ANCHOR OR EQUAL W/ COMPRESSION RING, EXPANSION CONE AND EXPANSION SLEEVE

19. ADHESIVE ANCHORS: ASTM A36 SHANK - ALL THREAD TYPE, INJECTABLE ADHESIVE TYPE TO SUIT BASE MATERIAL AS APPROVED BY THE ENGINEER

20. GLUE LAMINATED TIMBER: ANSI/AITC A190.1, COMBINATION SYMBOL 24F-V4-DF/DF SIMPLE SPAN;24F-V8-DF/DF CONTINUOUS SPANS

21. TIMBERSTRAND LSL: ICC REPORT NO. PFC-5676Fb = 2250 PSI, Fv = 400 PSIFc = 1950 PSI, E = 1.5E6 PSI

22. PARALLAM PSL: ICC REPORT NO. PFC-5676Fb = 2900 PSI, Fv = 290 PSIFc = 2900 PSI, E = 2.0E6 PSI

23. DIMENSION LUMBER: GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WEST COAST LUMBER INSPECTION BUREAU (WCLIB). HEM-FIR #1 UNLESS NOTED OTHERWISE HEM-FIR #2 STUD FRAMING, PLATES & BLOCKING, COLUMNS / BUILTUP COLUMNS, DOUG-FIR #1

24. WOOD SHEATHING: AMERICAN PLYWOOD ASSOCIATION (APA) RATED STRUCTURAL I" OR "SHEATHING" SUITED FOR SPAN & USE

25. HEAVY TIMBER: GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR WEST COAST LUMBER INSPECTION BUREAU (WCLIB). DOUG-FIR #1 UNLESS NOTED OTHERWISE

STRUCTURAL GENERAL NOTES

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


402 N

OR

TH

MA

IN,

TE

TO

NIA

, ID

83452

GENERALSTRUCTURAL

NOTES

RE

ES

E R

ES

IDE

NC

E

S001

RWC

DNF

7/1/2008

2822

UP

30

' - 0

"

24' - 0"

NOTES:TYPICAL BASEMENT WALL:

8" CONCRETE W/#5 @ 18" O.C. VERT, #4 @ 12" O.C. HORZTYPICAL FROST WALL:

8" CONCRETE W/#4 @ 18" O.C. VERT, #4 @ 12" O.C. HORZ

FOOTINGS:F1=2'-0" x CONTINUOUS X 10" W/3-#4 EW

F1, TYP.

V.I.F.OPENING, TYP,

EXISTING STRUCTURE

5' - 5" 13' - 9 1/2" 4' - 9 1/2"

F1

30

' - 0

"

7' - 0" 8' - 9" 8' - 3"

24' - 0"

2' WIDE X 8" DEEPTHICKENED SLABW/2 #4's CONTINUOUS

3' - 9"

11

' - 0

"3

' - 0

"

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


402 N

OR

TH

MA

IN,

TE

TO

NIA

, ID

83452

FOUNDATION PLAN

RE

ES

E R

ES

IDE

NC

E

S101

RWC

DNF

7/1/2008

2822

SCALE: 3/16" = 1'-0"

FOUNDATION PLANN

UP

DN

UP

DN

11

7/8

TJI

23

0@

16

" O

.C.

RIM JOIST, TYP.

2 X 6 BEARING WALL

RIM JOIST, TYP.

TJI's TO BE ENGINEEREDTO SUPPORT HEADERS, TYP.

HEADER DESIGNEDTO TAKE TJI LOAD

SIMPSON JOISTHANGER, TYP.

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


402 N

OR

TH

MA

IN,

TE

TO

NIA

, ID

83452

MAIN FLOORFRAMING PLAN

RE

ES

E R

ES

IDE

NC

E

S102

RWC

DNF

7/1/2008

2822

SCALE: 3/16" = 1'-0"

MAIN FLOOR FRAMING PLANN

DN

1

A3011

A301

2

A301

2

A301

PR

E-E

NG

INE

ER

ED

SC

ISS

OR

TR

US

SE

S@

2' O

.C.

PR

E-E

NG

INE

ER

ED

TR

US

SE

S @

2' O

.C.

2X6 OUTLOOKERS@ 2' O.C. TYP.

4' -

0"

2' -

0"

4' -

0"

2' -

0"

FIELD FRAME AREA

PRE-ENGINEEREDTRUSSES

SIMPSON HANGER, TYP.

2X6 OUTLOOKERS@ 2' O.C. TYP. V.I.F.

CONSULTANTS

Structural:

Civil Engineering:

REVISIONS

Drawn by:

Checked by:

Date:

Job no.


402 N

OR

TH

MA

IN,

TE

TO

NIA

, ID

83452

ROOF FRAMINGPLAN

RE

ES

E R

ES

IDE

NC

E

S103

RWC

DNF

7/1/2008

2822

SCALE: 3/16" = 1'-0"

ROOF FRAMING PLANN

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