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Title Sheet/Index

Steve and Susan TrottA House for

Honeysuckle LaneFairhope, Alabama

T1.1 Title Sheet / Index

C1.1 Proposed Site Plan

S1.1 Framing PlansS1.2 Framing Details

A1.1 Floor PlanA2.1 Enlarged Floor PlansA3.1 Exterior ElevationsA3.2 Exterior ElevationsA4.1 Sections/Interior ElevationsA4.2 Sections/Interior ElevationA4.3 Sections/Interior Elevation

E1.1 Electrical Plan

Index of Drawings

Permitting SetJanuary 24, 2006

T1.1

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APPLIANCE SCHEDULE

4

8

1

2

35

6

7

1. FREEZER - OSOI2. WASHER - OSOI3. DRYER - OSOI4. REFRIG - OSOI5. COOKTOP - DACOR MODEL #PGM-365 (GAS) - OSCI6. UPDRAFT VENT JENN-AIR MODEL #JXT5836ADS - OSCI7. OVEN - JENN-AIR MODEL #JJW8530DDW - OSCI8. DISHWASHER - BOSCH MODEL #SHX46LO-UC - OSCI9. DISPOSAL - INSINKERATOR #777SS

9P1

P2

P3

P5

P6

P7

PLUMBING FIXTURE SCHEDULEP1

P2

P3

P4AP4BP5P6P7P8

KITCHEN SINK - "MICHAEL S SMITH LOFT SINK W/ DRAINBOARD", KALLISTA MODEL #L20300-00 IN WHITE W/ BRIZO "VENUTO" #63700-PC & BRIZO #72020 DISPOSAL BUTTONLAVATORY - CULTURED MARBLE COUNTER W/ INTEGRAL BOWL - TO BE SELECTED BY OWNER W/GROHE "INTERACTIV S" SINGLE-HOLE LAV MIXER - #06872000SHOWER - GROHE "INTERACTIV S" THERMOBALANCE II + 3-JET SHOWERHEAD + 3-JET HANDSHOWER + 1/2" STD SHOWERARM + HANDSHOWER HOLDER + WALL OUTLET W/ VACUUM BREAKER + TECHNIFLEX 63" HOSE - ALL THE ABOVE IN CHROME.MASTER & STUDIO TOILET - KOHLER #K-3489POWDER RM TOILET - KOHLER #K3453 W/ #K-484 HANDLEPEDESTAL SINK - KOHLER #K-2269-8 + #K-2267 W/ #K-454-4V LAVATORY FAUCETCULTURED MARBLE COUNTER W/ INTEGRAL BOWL - TO BE SELECTED BY OWNERUTILITY SINKOMITTED

P2

02

16

17

18

22

23

F F

A A

C C

G

G

G

E

E E

E

LIVING RM

KITCH

DINING

STUDIO

CARPORT

STUDY

MASTER BEDROOM

FOYER

CENTER HALL

UTILITY

BATHROOM

CLOSET

POWDER RM

STO

STO

STO

TLT

CLOCLO CLOPORCHSCREENED

PORCHOPEN

8'-8 3/4" 8'-9 1/4" 8'-9 1/4" 15'-6"

4'-6 3/8" 9'-0 1/4"11'-5 1/2" 17'-2 5/8" 16'-10 1/2"

51'-1 1/4" 12'-5 1/4" 22'-3 3/8"

22'-3 3/8"

2'-3 3/8"12'-10 1/4"1'-8 7/8"3'-11 1/4"

SCREENEDBREEZE-WAY

TRTD WD DECK

5'-0"

CLOHVAC

4'-6" 8'-0" 4'-9 1/4" 2'-8 1/4" 5'-8 7/8" 5'-1 3/8"

1'-1" 13'-4" 1'-1"2'-3 1/4"

4'-6 1/2"

CL

CL

CL

CL

3'-8

"

1'-1

1/4

"

1'-1 1/8"

10'-6 7/8"

4'-6 1/2" 6'-9 5/8" 3'-0"

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

Return Air GrilleLow on Wall

WINDOW SCHEDULE

A1.1

No. Size Qty Type Finish Comments HardwareA 2'8x6'0 11 Clad Paint Interior Talon DHG 2860B 2'6x4'6 3 Clad Paint Interior Talon DHG 2646C 2'0x5'0 2 Clad Paint Interior Talon DHG 2050D 3'4x5'0 2 Clad Paint Interior Talon (2) DHG 3450 units connected w/ 2" vertical mullE 1'8x6'0 4 Clad Paint Interior Talon DHG 1860E2 1'6x6'0 2 Clad Paint Interior Talon DHG 1660F 2'0x6'0 2 Clad Paint Interior Talon DHG 2060G 2'8x5'6 4 Clad Paint Interior Talon DHG 2856 G2 2'8x5'6 2 Clad Paint Interior Talon (2) DHG 2856 units connected w/ 2" vertical mull H 2'0x3'0 1 Clad Paint Interior Fixed 2030J 2'0x3'0 10 Clad Paint Interior Impact Resistant - FixedK 2'0x3'0 4 Clad Paint Interior Impact Resistant - Operable Awning Truth Hardware's Series

2000 Motorized system** All windows shall be for 2x6 exterior wall construction except for the Studio,

Carport Storage, and overhead windows installed in the Clerestory space. Thesewindows shall be installed in 2x4 exterior wall construction.

DOOR SCHEDULE

No. Size Type Finish Comments Hardware1 PR2'8x8'0 Clad Paint Interior Inswinging French2 3'0x8'0 Clad Paint Interior Inswinging3 3'0x8'0 Clad Paint Interior Inswinging4 2'8x8'0 4 Panel Paint OSCI leaf only - Builder provide frame5 2'8x8'0 4 Panel Paint OSCI leaf only - Builder provide frame6 2'8x8'0 4 Panel Paint OSCI leaf only - Convert to sliding door,

Builder shall provide necessary framing and hardware

7 PR1'3x4'0 Louvered Paint Swinging doors w/ double-acting spring hinges mounted to cased opening

8 PR1'3x4'0 Louvered Paint Swinging doors w/ double-acting spring hinges mounted to cased opening

9 2'6x6'8 2 Panel Paint Sliding Pocket Door10 2'6x6'8 2 Panel Paint Sliding Pocket Door11 PR2'6x7'6 2 Panel Paint Bi-fold

ea leaf12 3'0x8'0 Clad Paint Interior Inswinging13 2'4x8'0 4 Panel Paint14 2'4x8'0 4 Panel Paint15 PR1'3x8'0 2 Panel Paint Bifold

ea leaf16 2'8x7'0 1/2 GL Paint? Exterior - Prefer Composite or Fiberglass 17 PR2'6x7'0 2 Panel Paint? Exterior - Prefer Composite or Fiberglass18 2'8x7'0 1/2 GL Paint? Exterior - Prefer Composite or Fiberglass 19 2'8x7'0 Screen Stain Cypress20 3'0x7'0 Screen Stain Cypress21 2'8x7'0 Screen Stain Cypress22 3'0x8'0 Screen Stain Cypress23 2'8x8'0 Screen Stain Cypress24 2'0x6'8 2 Panel Paint

General Notes and Requirements 1. All work performed by the Contractor and Sub-Contractors shall be of superior quality, performed in a

manner consistent with industry standards, building code requirements, and in a professional manner by craftsmen skilled and properly licensed in their respective trades.

2. All manufactured articles, materials and equipment shall be applied, installed, erected and connected in accordance with respective manufacturer's instructions. These instructions shall be available on the job site at all times.

3. Verify all dimensions and conditions prior to commencement of construction. Immediately Consult the

Owner of any discrepancies in the Documents or between the trades for resolution of conflicts. 4. The Contractor shall verify and be responsible for all dimensions and conditions for the Project. Where

job conditions prevent obtaining dimensions or results as shown or specified, the Contractor shall consult the Owner for resolution.

5. These Drawings may be used only under such conditions in which all applicable laws, rules and regulations

is the sole responsibility of the Contractor. 6. Provide the Owner shop drawings or samples of custom fabricated items prior to construction or

fabrication. Provide paint and stain colors and finish samples to the Owner for review and final approvals.

7. Reasonable allowances shall be provided for all items not specified in the drawings, materials list, notes and specifications.

8. Substituitions for specified items shall be permitted only upon Owner's consent. 10. The Contractor shall be responsible for all permits, fees, approvals and taxes necessary to the

construction of the Project with the exception of materials and labor being purchased directly by the Owner. The Contractor and Sub-Contractors shall obtain and apply for all legally required approvals and permits necessary for the execution and completion of their work.

11. The Contractor shall be fully and solely responsible for the removal, replacement, and rectification of

all damaged and defective material and workmanship which is associated with his specific contract work. 12. The Contractor shall be responsible for observing that easements and setbacks are not encroached. 13. The Contractor shall coordinate all connections and utility services with the respective utility companies. 14. The Contractor shall remove all construction debris and leave the site uniformly graded and clean.

Mechanical System Notes and Performance Criteria:

The Mechanical Contractor shall become familiar with the house design, structure and features and advise the Owner regarding new HVAC system. The Mechanical Contractor shall delineate such recommendations in a written proposal accompanied with with a complete design layout and system specification. This proposal shall be submitted through the General Contractor for the Owner's review and approval.

The Mechanical Contractor shall provide a fully operational HVAC system per all governing codes to include two (2) separate zones (one for the Main House and one for the Studio) and associated controls. These systems shall be comprised of variable speed indoor equipment with dehumidification features and electric heating and cooling with appropriataly sized units rated 14 SEER. Include air ducts, supply and return ducts (sheet metal and lined unless flex duct agreed to by Owner), grilles and multi-directional registers (types and finish(es) shall be approved by the Owner), dampers, condensing units, compressors, humidifiers, dehumidifiers, humidistats, refrigerant piping, exhaust ducts, emergency disconnects, electric water heaters and all components necessary for a completly operational system providing year round comfort.

The Mechanical system design should be fully integrated, concealed and coordinated within the structure shown and according to all governing codes and with workmanship in a first class manner according to accepted standards and practices within the industry. All equipment shall be new and installed in accordance with the manufacturers installation instructions and shall be fully operational and according to all governing codes. Furr downs, vertical chases, return air grilles etc, are allowable only with the prior approval of the owner and architect. The exact location of the system units and all supply and return grilles shall be approved by the Owner during a site visit prior to actual installation. Coordinate the HVAC system with all other trades including structural framing and electrical fixtures and piping. The Mechanical subcontractor shall be required to submit a final design layout and detailed system and components description and any proposed changes or assumptions to the Owner for review and approval prior to the work. This may be done at the time a bid proposal is submitted to the General Contractor or at a later time agreeable to all.

The design and detailed description shall include all system components including but not limited to the equipment types capacities and ratings, ductwork sizes and types, air devices, thermostats, zones and controls etc. The Contractor shall evaluate, design, layout, install, test and balance, and adjust the system for a fully operational HVAC system that provides year round comfort and is installed in a first class manner per all governing codes and is fully warrantied.

All exposed vents, pipes, caps, curbs, etc. shall be painted the color as directed by the Owner.

Provide auxiliary drain pans under all units with over-flow condensate pan sensors (in addition to the condensate float switches) which will automatically shut down the unit when condensate overflows. Provide each unit insulated condensate drain piping with cleanable P-trap and a cleanout to the cooling coils. Pipe the condensate to an approved location.

Verify that any outside air ducts are sized sufficiently for the equipment installed. Verify vents that may be required at water heaters according to type selected by Owner.

All exhaust fans shall be ducted to the exterior with metal duct. Seal all joints with approved sealant. All metal ductwork shall be mechanically connected with metal fasteners and sealed.

Provide a simple digital thermostat with built-in humidistat for each zone.

Verify exact location at exterior of any condensing units and provide appropriate pads etc. prior to work. All exterior equipment shall be mounted on preformed equipment pads or elevated structure per flood zone requirements.

Square FootagePorchConditioned

Main House 2,318 s.f.

Total Under Roof 4,558 s.f.

Total 2,794 s.f.

Breezeway Carport/Storage

Studio 476 s.f.

852 s.f. 206 s.f. 706 s.f.

3A4.1

6A4.1

5A4.1

1A4.1

4A4.1

2A4.2

2A4.2

2A4.1

2A3.1

1A3.1

2A3.2

1A3.2

1A1.1

Floor Plan3/16"=1'-0"

A A

G

A

G

A

21

14

13

06

05 04

03

BB

070809

10

12

15

20

19

E2

11

B

01

E2

A

A

A

A

D

Notes:

1. Hot water shall be provided by gas-fired, exterior mounted, instantaneous Hot Water systems, one sized for themain house to serve shower & dishwasher running simultaneously and one sized for the studio to serve one shower demand. Contractor shall assist the Owner in selecting manufacturer and model that best compliments this project.

2. Wood Flooring shall be T&G wide plank (preferably 5" to 6"), white oak flooring with natural stain as supplied by Hardwoods Unlimited, Inc., Spanish Fort, AL - Gary Goins, Owner - 583-9556. Floor system prefered is 5/8" engineered system with 3/16" top wear layer. Suggested installer: Port City Flooring, Mobile, AL - 633-2307.

3. Main House exterior wall framing shall be 2x6 wood frame construction. All partitions containing sliding doors shall be 2x6 wood frame construction. All other partitions and exterior wall framing shall be 2x4 wood frame construction unless specifically noted otherwise.

P4A

P4A

P4B

1A2.1

2A2.1

3A2.1

H24

A

Revisions: May 1, 2006

Floor Plan

2A3.1

South Elevation1/4"=1'-0"

1A3.1

North Elevation1/4"=1'-0"

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Exterior Elevations

1. Provide roofing shingle system equal to GAF/Timberline Ultra (40 year). Provide "WeatherStopper- 5 part roofing system on 5/8" CDX decking (clipped) on 2x8 rafters @ 24" o.c. (provide double felt layer with 19" laps at roof slopes below 4:12).

2. Use matching GAF/TimberTex ridge cap shingles on all hip ridges.

3. Typical roof framing shall be with 2x8 rafters @ 24" o.c. Brace rafters off tops of walls in order to limit the unbraced span of rafters to 14'-6" max. Anchor all rafters to support points with hurricane strapping as required.

4. Provide shingle ridge vents compatable with shingle manufacturers system & recommendations.

5. All flashings and miscellaneous roof metals shall be copper unless otherwise approved by Owner (lapped valleys are permissable at valleys only if compatable with shingle manufacturers standard details and recommendations & installation instructions.)

6. Paint roof top accessories with shingle manufacturers recommended paints to blend with roofing shingle color.

Roof Notes:

A3.1

GARAGE DOOR N.I.C. - MAKE ANY ROUGH-IN PROVISIONS THAT MAY BE NECESSARY FOR A FUTURE GARAGE DOOR.

BRICK VENEER, REINFORCED CMU FOUNDATION WALL ON CONTINUOUS FOOTING. BEGIN AT INSIDE CORNER OF BAY WINDOW AND WRAP AROUND FRONT OF HOUSE.

TYP SIDING - 4 X 10 HARDI-BOARD SIDING, PRIMED, WITH 2 1/2" WIDE CEDAR BATTENS @ 16" O.C. CAULK ALL JOINTS, AND PAINT. RIP SIDING ABOVE WINDOW HEAD AS REQUIRED TO FIT UPPER PORTION.

TRTD WOOD DECK

SCREENED-IN BREEZEWAY BEYOND

SCREENED PORTION OF FRONT PORCH

TRTD 2X8 CROSS-BRACING

OPEN TO CRAWL SPACE

Revisions: May 1, 2006

2A3.2

West Elevation1/4"=1'-0"

1A3.2

Sect thru Breezeway looking West1/4"=1'-0"

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Exterior Elevations

1A3.2

East Elevation1/4"=1'-0"

A3.2

OPEN

SCREENED PORCH

SCREENED PORCH NOT SHOWN FOR CLARITY OF ELEVATION BEYOND. REFER TO 1/A3.1 FOR CHARACTER OF SCREEN.

CONTINUOUS RIDGE VENT. PROVIDE ASSOCIATED "SPIN-IN" SOFFIT VENTS UNDER EAVE, FULL PERIMETER.

Revisions: May 1, 2006

10'-11 3/4" 3'-6

"

3'-0

"1'

-9"

3'-3

"

1'-7

1/2

"

5'-9

5/ 8

"1'

-2"

8'-4

"

9' -4 1/8"

10'-0"

1'-9"8'-0"

MECHANICAL DECK

FOAMED-IN-PLACE INSULATION TO ACHIEVE AN R-30BETWEEN RAFTERS OF MAIN HOUSE. CLERESTORY ATTICSPACE AND STUDIO ATTIC SPACE TO BE INSULATED WITH

12" BATT AND VENTED CONVENTIONALLY WITH RIDGEVENTS AND "SPIN-IN" SOFFIT VENTS FULL PERIMETER.

FOAMED-IN-PLACE INSULATION UNDER CONVENTIONAL FLOORS OF BOTH MAIN HOUSE & STUDIO SPACE TO ACHIEVE AN R-19.

6" BATT INSULATIONEXTERIOR WALLS OF MAIN

HOUSE. 4" BATT INSULATIONEXTERIOR WALLS OF STUDIO.

3'-0

"1'

-9"

3'-3

"

2'-9" 3'-0" 3'-0" 3'-0" 1'-3"1'-6"

2'-6" 2'-6"

2'-6

1/2

"2'

-5 1

/2"

3'-0

"

9"

1'-7

7/ 8

"

WALL OVEN

REFRIG

COOKTOP

VENT

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

1'-3

"

3'-0

"1'

-9"

3'-3

"

D/W

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

3'-4

"

8'-0

"2'

-0"

10'-0

"

FRZRCOMPUTER STATION

DRYER WASHER

13/8" = 1'-0"

Section thru Master Bath / Closet / Hall / Dining looking East A4.1

23/8" = 1'-0"

Section thru Master Bedroom / Hall / Kitchen looking East

33/8" = 1'-0"

Section thru Computer Desk / Kitchen / Dining / Living Rm looking South

63/8" = 1'-0"

Partial Section thru Kitchen Penisula looking West

53/8" = 1'-0"

Partial Section thru Kitchen Area looking North

43/8" = 1'-0"

Partial Section thru Computer Desk / Utility Rm looking West3'

-0"

1'-6

"3'

-6"

2'-0" 3'-6"

1'-3"

8'-0

"

FURR DN

FURR DN

FURR DN

FURR DN

2'-6"2'-6"2'-6" 3"3"

3'-0

"1'

-6"

3'-6

"

2'-6"

3'-0"

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Sections/Interior Elevations

A4.23/8" = 1'-0"

1

3/8" = 1'-0"

Section thru Master Bedroom / Master Bath / Study looking South3

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

3'-0"

6 1/

2"

7'-11 1/2"

2'-7" 2'-7" 2'-7"

1'-1

0"

CUSHION BY OWNER

8'-7

1/2

"10

1/2

"

R 9'-6"

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Interior Elevations

Section thru Study / Master Bath / Master Bedroom looking North

5"1'

-4"

1'-4

"1'

-4"

1'-4

"1'

-4"

1'-4

"

3'-10" 9'-5" 3'-10"

3'-0"3"

1'-1

0"

8'-6

3/8

"10

"7

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

7 1/

2"4'

-0 1

/2"

1'-2

"1'

-2"

1'-2

"

1'-9" 5'-3 1/2" 1'-9"

23/8"

Section thru Study/Living Rm looking East

42" WIDE SEE-THRU, B-VENT, GAS FIREPLACE, HEAT-N-GLO MODEL NO. ST-42TVFL-IPI W/ REAL FRYE GAS LOGS BY ROBERT H. PETERSON COMPANY FOR TWO-SIDED GAS FIREPLACE. SUBMIT PRODUCT TO OWNER FOR APPROVAL.

DECORATIVE STONE SURROUND, EA SIDE

TRIM FIREPLACE W/ DECORATIVE MILLWORK

GLASS DOORS ON EA END

A4.3

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17 18 19

Sections/ Interior Elevations

1A3/8" = 1'-0"

Section thru Main Hall looking North

1B3/8" = 1'-0"

Section thru Carport looking North

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1514131211109 8 7 6 5 4 3 2 1

Sheet Number :

Sheet Title :

PRO

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17 18 19

Electrical Plan

July 31, 2006Revisions

A1

A1

P2

P2

P1

P1

P1

P2

P1P1

L1

B

B

B

B

B

1/4" = 1'-0"

Ceiling/Lighting/Power Plan1

E1.1

P2

WP

GFIGFI

WPWP

WP

WP

WP

GFI

WP

WP

WP

WP

48"GFI

GFI

GFI

H1K

N1

A1

A1 A1 A1

A2

A2A2

GFI

GFI

Q1

KL1

S

BB B

Electrical Notes1. Verify all fixture types and mounting locations with the Owner

prior to installation of electrical boxes at rough-in stage. The Owner will conduct an inspection and approve all locations.

2. Allow 6" clear @ rough openings for all wall mounted electrical devices.

3. Provide slide-type dimmer controls as directed by owner.

4. Verify the types of services, required loads, and the location of the primary electrical panel with the Owner and with the Utility Company. A sub-panel at another agreed-upon location may be permissible.

5. Maintain N.E.C. minimum clearances in front of all safety switches and electrical panels. Provide legible directory cards at each panel describing each specific circuit location.

6. Contractor shall verify all equipment types and locations with the Owner and coordinate the mounting heights of all devices that may be mounted in or above casework. Contractor shall also verify the circuit requirements for the mechanical equipment, kitchen equipment, and other appliances, motors, etc. with the Owner.

7. Coordinate installation of all metering and service devices with local utility providers.

8. Install and coordinate any motorized attic vents as directed by the Owner.

9. If directed by the Owner, provide a complete house music system. As a suggestions, contact "ASI" or Automated Systems Integration of Mobile or "Pro-Sound" of Pensacola for a sales representative to discuss options. Coordinate electrical service requirements & wiring with whichever system is to be used.

10. Provide boxes with hinged covers fabricated of non-corrosive weather-proof materials at all exterior mounted switches, outlets, etc.

11. Owner has a 7500W Coleman "Powermate" generator. The General Contractor and Electrical Sub Contractor shall verify with the Owner specific fixtures/circuits that require the capability of running off the generator in the event of a power outage. These fixtures/circuits shall be circuited via a transfer switch to which the generator can be connected. Verify the exact location of where the generator will be engaged, the transfer switch location and other necessary components needed to complete this installation with the Owner and local regulating agency for compliance with applicable codes.

12. Electrical switches shall be paddle-type equal to Lutron "Diva", unless otherwise noted.

fluo

resc

ent

CATV

GDO

S

Q1

Q1

SS SD

SSD

B

B

SS

SD

S

SD

SD

SD

S

S

SDSD

SS

S

S

SS

SD

SD

S

fluorescent S

S D

S

SS

S D

GFI

SS

SSDS

SS

To Porcelain socketin "Mechanical Room" above

30"x54" Space Saver Folding Attic Stairby Bessler Stairway Co. - 901/360-1900

Switched by motion detector

To photcell/programabletimer switch

S

S

B

B

SDSSD

S S

SSD

Motor control switch to Operable Awning windows in clerestory

SD

BB

J1

S SS3D

S

S3D

B

A2

A2

A2

A2

Q3

R

RR

MARK MFR MODEL NO. FINISH OPTIONS DESCRIPTION

993P BAFFLE - BLACK W/ WHITE TRIMH99TA1 4" Aperture - Recessed Incandescant

Exterior Flood Lights

A2

A3

B

C

D

E

P1

P2

Q1

Q2

Q3

R

LAMPING

HALO 50W PAR20

5010 BAFFLE - BLACK W/ WHITE TRIMH5THALO 75W PAR30

HALO

1493 BAFFLE - BLACK W/ WHITE TRIMH1499THALO 12V MR16

1496P ADJUSTABLE WHITEH1499THALO 12V MR16

Satin White GlassMICENE PENDANTLEUCOS 100W A-19

Satin White Glass 100W A-19

Architectural White Motor w/ same color bladesSTEALTHCASABLANCA

Weathered BrickOUTDOOR ELEMENTS

Weathered-- --

--

-- --

-- --

Need 3 varying cords - one 6', one 7', & one 8'.

LEUCOS MILD S

HUNTER

100W Halogen

N/A

--

--

Lighting Schedule

DINING

J2

L

F F

F Blown Murano Glass (2) 100W medium basei TRE LARGE PESCE

G

H1

J1 -- 60WHAMPSTEAD Stone SC

K ???? ???OMEGA Origins - ORT6 - CONE

Satin NickelWall MonorailTECH LIGHTING (5) 12V MR16

Opal White GlassJesolo M346MELTEMI (2) 75W Incandescent

Track Lighting System with (5) WALL ARCHIE Lighting Heads

Vanity Light

Shower Light - UL listing for wet location

L1 White 75W PAR30#744 Bathroom Exhaust Fan w/ Integral Light - switch separately

M Standard (prefer white) 24V 5W frosted XenonALKCO XN24-DW-AXN24 Undercounter Accent Lighting

J2 -- 60WNEWPORT BRASS -- Vanity Light

N1 White (2) 25W T8LUMAX FJ22503-EO1SAW Fluorescent

N2 White (3) 32W T8LUMAX HI33248-CO1EARN Fluorescent

fluorescent N1 fluorescentN1

N1

N2

H2 Opal White GlassJesolo M338MELTEMI (2) 60W Incandescent

4" Aperture - Recessed Low Voltage

4" Aperture - Recessed Low Voltage - Adjustable

5" Aperture - Recessed Incandescant

A2

A2

M M M M

M

M

SD

G

SDSD

S D

Q1

A3

A2 A2

A3

A3

A3

A2

A2

- provide shields in white for ea fixture as well as all connectors, transformers, & other misc. accessories for complete system.

Hung from Clerestory ceiling

Fish light

H1

L2 White N/ABROAN #??? Bathroom Exhaust Fan only

S

L2

L2

Interior Ceiling Fan

Exterior 52" Ceiling Fan - 5 blade configuration

Q2

Q2

A2 A2A3

A2

A2

E

D

D

D

Painted "V Groove" Clg B B B

Painted "V Groove" Clg

84"

44" 44"

44"44"

44"

A1

44"

48"

DSGN FOUNTAIN

--

--

--

--

Carriage Lights - Sim to TEKA's catalogue at top of pg. 45S ---- --

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

GFI

S

N2

S S

N2

H1

GFI

WP

B B

B

A3

A3

SD

B B

B

SD

B

MAINPNL

A1

B

B

G

OWNER HAS ALREADY PURCHASEDOWNER HAS ALREADY PURCHASED FANS (still need light)OWNER HAS ALREADY PURCHASED FANS (still need light)

A1A1A1

A1

A1

Provide low-voltage transformer (SPJ-MTP) for these lightsT SPJ18-20SPJ Bronze 18 W Incandescant

A3

A3

A3

A3

B

DSGN FOUNTAIN

DSGN FOUNTAIN

DSGN FOUNTAIN

Weathered

Weathered

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

OWNER HAS ALREADY PURCHASED

L

BROAN

L -- --GINGER -- Vanity Light OWNER HAS ALREADY PURCHASED

J1 J1 J1

J2

B

S

Lot

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

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1514131211109 8 7 6 5 4 3 2 1

Sheet Number :

Sheet Title :

PRO

JEC

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5 03

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April 5, 2006

Date :

Fai

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e, A

laba

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32

16

16

P

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17 18 19

17 18 19

11/8" = 1'-0"

Foundation/Framing Plan21/8" = 1'-0"

Ceiling Joist Framing Plan31/8" = 1'-0"

Roof Framing Plan

41/8" = 1'-0"

Upper Roof Framing Plan

S1.1

2 x 10's @ 16" O.C. - TYPTOP OF JOISTS SET 1 1/2"

BELOW CONC SLAB INKITCHEN AREA

15'-6

"

7'-1

3/4

"7'

-1 3

/4"

7'-1"

2 x 10's @ 16" O.C. - TYP

8 X 8 TRTD WOOD PILEFOUNDATION - MIN 10'

INTO GROUND

16 X 16 REINFORCED CMU PIERS- TYP @ CONVENTIONALLY

FRAMED FLOOR

25'-1 7/8"

11 3/4"

26'-1 5/8"

4'-1

0 1/

2"22

'-4 7

/8"

27'-3

3/8

"

12'-8

"

3'-10 1/4"

16'-4 3/4"

TROWEL- FINISHCONCRETE SLAB

TROWEL-FINISH CONCRETE SLAB- STAIN & SCORE -

ELEVATED SUPPORTSLAB FOR SUNKEN

SHOWER BASIN

8 x 8 SOLID WOOD COLS - NATURAL FINISH

8 x 8 SOLID WOOD COLS - NATURAL FINISH

FRAMED OPENING FORPULL-DOWN STAIR

2 X 10 CEILING JOISTS@ 16" O.C. - TYP

"V-GROVE" DECKING ATOP EXPOSED RAFTERS, TRTD & STAINED. TYPICAL @ ALL SOFFITS.

2 x 8 RAFTERS @ 24" 0.C.-TYP

2 X 10 @ 16" O.C. OVER VAULTED AREAS.

"V-GROVE" DECKING ATOP EXPOSED RAFTERS, TRTD & STAINED.

2 x 6 RAFTERS @ 2' 0.C. w/2 X 8 CLG JOISTS @ 16" O.C.

4"Ø STL POST

4"Ø STL POST

2 X 8 CEILING JOISTS @16" O.C. - TYP

5 1/4" x 14" WOLMANIZED PARALLAM BEAM

3 1/4" X 14" WOLMANIZED PARALLAM BEAM

2 x 6 @ 16" O.C.

(2) 2 X 10

(2) 2

X 1

0

TRTD 6 X 6 POST

12" "I" JOISTS @ 16" O.C.

(3) 2 X 12

(3) 2 X 12

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

VAULT

VAULT

OPENOPEN

GENERAL STRUCTURAL NOTES:

1. BUILDING CODE = 1997 Standard Building Code

2. CONCRETE:

A. All concrete shall develop 3,000 psi minimum compressive strength in 28 days.B. All reinforcing shall conform to ASTM 615 grade 60.C. No splices of reinforcement shall be made except as detailed or authorized by the

structural engineer or architect. Lap splices, where permitted, shall be a minimum of 36 bar diameters. Make all bars continuous around corners.

D. Stagger splices a minimum of 4’-0" for top and bottom continuous bars in foundations.

E. Detail bars in accordance with ACI detailing manual and ACI building code req'ts for reinforced concrete latest editions.

F. Provide all accessories necessary to support reinforcing at positions shown in the drawings.

G. Place (2) #5 (l each face) with 2’-0" projection around all openings in concrete.H. Any stop in concrete work at turned down beam areas must be made with vertical

bulkheads and horizontal keys spaced 6" o.c. all construction and control joints shall be as detailed or as approved by the structural engineer. Place construction/control joints in rectangular patterns with ratio of long to short side between 1 and 2.

3. STEEL:

A. All structural steel shall conform to ASTM specifications A36, except tube columns which shall conform to ASTM A500, Grade B.

B. Structural steel shall be as detailed and fabricated in accordance with the latest provisions of the AISC Manual of Steel Construction.

C. All welding shall be in compliance with ANSI/AWS D1.1 Structural Steel Welding Code, latest edition.

D. All welders shall have evidence of passing the AWS Standard Qualification Tests within 180 days of date of fabrication or erection.

E. All bolts shall conform to ASTM A325 specifications, except anchor bolts may be A30.

F. Shop drawings shall be prepared for all structural steel. Drawings shall be submitted to Architect for review. Do not begin steel fabrication until shop drawing has been approved.

6. MASONRY:

A. Lay all masonry in Running Bond Pattern.B. All load bearing concrete masonry units shall conform to ASTM C90 specifications.C. All masonry c.m.u. construction shall conform to requirements of ACI 530 building

code requirements for masonry structures.D. Specified compressive strength of masonry shall be a minimum of 1500 psi.E. All deformed reinforcing bars shall conform to ASTM a615 specifications.F. All reinforcing in masonry walls shall be fully enclosed with grout. Use pea gravel

mix with comprehensive strength = 3,000 psi.G. Masonry is to be laid in type "s" mortar in accordance with 1994 Standard Building

Code section 2104.6 and tables 2104.7a, 2104.7b, and 2104.7c. Type "n" masonry cement mortar is not acceptable.

H. Masonry walls shall be adequately braced during construction to withstand wind and earth loads. Bracing to remain in place until roof framing is completely installed and capable of providing lateral support.

7. FOUNDATIONS:

A. Foundation design is based on an assumed allowable soil bearing pressures of 1,500 psi.

B. A registered professional geotechnical engineer shall be retained prior to construction to verify soil bearing conditions. A written verification of conditions shall be sent to promptly to the Owner. Any observance of unsuitable conditions shall be reported to the Owner promptly.

4. WOOD:

A. All joists, rafters, beams and headers shall be Southern Pine #2 or better unless noted otherwise.

B. All studs and plates in load bearing walls shall be Southern Pine #2 or better. Provide pressure treated material for all members in contact with concrete or masonry and where indicated on the drawings.

C. Timber members 6x6 and larger shall be Southern Pine #1 dense str. or better in grade.

D. "Parallam" beams shall be as manufactured by Trus-joist Macmillan, or approved equal. Install in accordance with the manufacturers standard specifications and recommendations.

E. "Trus-joists" shall be as manufactured by Trus-joist Macmillan, or approved equal. Joists shall be designed, manufactured and erected in accordance with the manufacturers standard specifications and recommendations.

5. PLYWOOD:

A. 5/8" Roof plywood shall be an APA rated exposure 1 panel with a minimum span rating of 32/16.

B. 1/2" Wall plywood shall be an APA rated exposure 1 panel with a minimum span rating of 24/0.

C. 3/4" Floor plywood shall be an APA rated exposure 1 panel with a minimum span rating of 32/16.

D. All plywood shall be installed in accordance with APA recommendations and specifications.

E. Oriented strand board "OSB" may be substituted for plywood where indicated on the drawings, provided the panels conform to the APA ratings described above.

F. All connectors shall be as manufactured by the "Simpson Strong-tie Co." or approved equal. Install all connectors according to the manufacturers specifications and recommendations.

(2) 2 X 10

(2) 2

X 10

(2) 2

X 10

(2) 2 X 10

(2) 2 X 10

(2) 2 X 10

(2) 2 X 10

(2) 2

X 10

(2) 2

X 10

(3) 2

X 1

0

2 X 8 PORCH RAFTERS @ 24" O.C.

(2) 2 X 10

(2) 2 X 10

(3) 2 X 10

(3) 2 X 10

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

8 X 8 TRTD WD POSTS - REFER TO --/-- FOR TYP DETAILS @ PORCH

EXTEND EAVE BEAMS OF GABLE EA SIDE TO SUPPORT RAFTER TAILS

6 X 6 TRTD CENTER POST TO SUPPORT RIDGE BEAM ABOVE

CONT TRTD 2 X 4 @ EDGE OF ROOFING - FULL PERIMETER - REFER TO RAFTER TAIL DETAIL.

CONT TRTD 2 X 4 @ EDGE OFROOFING - FULL PERIMETER -

REFER TO RAFTER TAIL DETAIL.

THICKENED SLAB UNDER THIS WALL

TYP 8" REINFORCED CMU FOUNDATION WALL W/ #5 VERT BARS @ 32" O.C. - UNLESS NOTED OTHERWISE

12" R

EIN

F C

MU

WA

LL

12" R

EIN

F C

MU

WA

LL

8'-8 3/4" 8'-8 3/4" 8'-4 1/2" 8'-8 3/4" 8'-9 3/4" 8'-8 3/4"

8'-8

3/4

"8'

-9 1

/4"

8'-9

1/ 4

"15

'-6"

25'-10 7/8" 26'-3 3/4"

3'-0

"

11'-7

7/8

"5'

-0"

8'-0

"38

'-0 1

/4"

26'-2

7/8

"15

'-10

3/8"

17'-1

1/ 4

"

BROOM-FINISH CONCRETE SLAB - STAIN

16'-7 3/4"26'-3 1/2"

13'-3 1/2"

+ 26.375'26.42' +

+ 25.92'

8'-8 3/4" 8'-4 1/2" 8'-8 3/4" 8'-9 3/4" 8'-10 5/8"8'-8 1/4"

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

10'-2 1/2"

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

(3) 2

X 1

0

8'-9

3/4

"8'

-11

1/2"

8'-9

1/8

"8'

-11

7/8"

5 5/

8"

5 5/8"

8'-7

7/8

"

3'-8"

5'-3

1/2

"

8'-4 1/8"

(2) 2 X 10

(3) 2 X 10

(3) 2 X 10

CJ

CJ

KNEE WALL LOCATION- TYP

(3) 2 X 10

(3) 2 X 10

(2) 2 X 10

7'-1

3/4

"

8'-0"8'-0"