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SITE ANALYSISLEGAL DESCRIPTIONSHEET INDEX

CODE DATA

VICINITY MAP PROJECT DIRECTORY

N/A

DAVID & SHELBY SANDERS34455 CAMINO EL MOLINOCAPISTRANO BEACH, CA 92624(949) 248-2767

823 RICE ROAD, JOSHUA TREE, CALIFORNIA

S A N D E R S R E S I D E N C E

ZONING DATA

LOT AREA

BUILDING FOOTPRINT

SITE COVERAGE

DWELLING FLOOR AREA

108,900 SQ.FT. (2.5 AC)

1,360 SQ.FT.

1.25 %

1,285 SQ.FT.

NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST QUARTEROF SECTION 20, TOWNSHIP 2 NORTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIANSAN BERNARDINO COUNTY, CALIFORNIA

A.P. # 0632 311 5300

ZONE RL-5

PLANNING AREA JT

SOUTHWEST PERSPECTIVE

OWNERS

G1 TITLE SHEET & PROJECT DATA

G2 GENERAL NOTES

A1 SITE PLAN & AERIAL PHOTOS

A2 FLOOR PLAN

A3 ROOF PLAN, DOOR & WINDOW SCHEDULES

A4 EXTERIOR ELEVATIONS

A5 SECTIONS

A6 WALL SECTIONS

A7 WALL SECTIONS

I1 FLOOR FINISH & REFLECTED CEILING PLANS

I2 INTERIOR ELEVATIONS

EM1 ELECTRICAL LAYOUT & GAS PIPING PLANS

EM2 DWV AND WATER PIPING PLANS

S1 STRUCTURAL NOTES

S2 FOUNDATION PLAN

S3 ROOF FRAMING PLAN

S4 RASTRA PANEL LAYOUT PLAN & ELEVATIONS

S5 S.I.P. LAYOUT PLAN & ELEVATIONS

L1 LANDSCAPE PLAN

GEOTECHNICALSLADDEN ENGINEERING39-725 GARAND LANE, STE. GPALM DESERT, CA 92211(760) 772-3893

UBC, 1991 EDITIONUPC, 1991 EDITIONNEC, 1990 EDITIONUMC, 1991 EDITIONAS ADOPTED BY THE COUNTY OF SAN BERNARDINO

TITLE 24, STATE OF CALIFORNIA ADMINISTRATIVE CODEALL OTHER APPLICABLE LOCAL, STATE AND / OR NATIONAL CODES

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METALS SPECIFICATIONS---

DIVISION 5: METALS-------------------------------------------------------------

05500. METAL FABRICATIONS:

8. Roof deck shall be swept clean of debris, standingwater or other foreign materials immediately prior toroofing installation.

9. Proper kettle temperature shall be maintained in

vii. Glazing in fixed panels other than thosecovered by item (f.) which have a glazed areain excess of 9 square feet and the lowest edgeis less than 18 inches above the finished floor

15600. FURNACES:

DIVISION 1: GENERAL------------------------------------------------------------

01060. All materials and workmanship shall conform to the

4. Utility trench and retaining wall backfilling shall be

4. Duct supports:

DIVISION 3: CONCRETE-------------------------------------------------------------

03505. NON-STRUCTURAL LIGHTWEIGHT CONCRETE:

1. Portland cement shall conform to ASTM C-150.

16400. ELECTRICAL PANELS:

other architectural metal fabrications such as

finish surfaces unless noted otherwise on drawings.

damage by other trades by the finish carpentry sub.

1. Furnish and install Class A built-up bituminous roofing

1. Roof attic vents shall be of size and quantity indicated on

finish. Galvanized iron flashings shall be min. 26 gauge.

DIVISION 8: DOORS AND WINDOWS-------------------------------------------------------------

2. Access doors placed in fire rated walls or

3. Water used in plaster work shall be clean and free frominjurious amounts of oil, acid/alkali, organic matteror other harmful substances.

2. Installer shall take care not to cover any electrical,mechanical, plumbing or ventilation boxes, outlets orstub-outs. Failure to do so shall render the PlasterContractor responsible for required alterations andrepairs.

5. Lath at horizontal surfaces shall be 3/8 inch high ribbed,

15740. AIR CONDITIONING EQUIPMENT:

15500. HEATING, VENTILATING AND AIR COND'G:

DIVISION 10: SPECIALTIES-------------------------------------------------------------

1. Interior walls and ceilings shall recieve minimum twocoats or as many coats as required to obtain propercoverage over one coat PVA sealer as indicated ondrawings.

2. Painting contractor shall protect existing constructionfrom painting operations and shall be liable for damageto any other work.

10305. MANUFACTURED FIREPLACES

specifications. Final installations shall be complete in everydetail.

1. Furnish and install manufactured fireplace andflue system(s) as indicated on drawings per manufacturerr

10800. TOILET AND BATH ACCESSORIES

1. Furnish towel bars, toilet paper dispensers, etc. inall bathrooms and toilet rooms. Verify items andplacement with owner and designer.

SECTION 15400. PLUMBING

1. Basic materials:a. Cleanouts shall be ICBO approved with plastic ringsb. Hose bibbs shall be Calco No.108 or equal with

anti-siphon device.c. Copper tubing shall be type L hard drawn for above-

slab installations.d. Copper tubing in below-slab installations shall be

type K with plastic sheathing at contact withconcrete.

e. Fittings for copper tubing shall be wrought or castcopper, standard weight.

f. Brass piping shall conform to ASTM B-43, standardweight, iron pipe sizes.

g. Sanitary soil, waste and vent piping and fittingsshall be ABS plastic u.n.o. on drawings.

h. Fuel gas piping shall be black pipe (steel) andshall meet all code requirements for undergroundpiping.

SECTION 15440. PLUMBING FIXTURES

1. Furnish and install all plumbing fixtures, faucets,controls and devices as indicated on drawings.

2. Plumbing fixtures shall be Kohler or equal. Verifyselections with owner and designer.

02200. EARTHWORK:

1. Includes all rough grading, excavation, recompactionand trenching to prepare site for construction ofstructure(s). Grading work shall be complete in everydetail including all incidental items and proceduresfor a proper job.

1. Furnish and install HVAC systems and equipmentincluding but not limited to: Air conditioning units,exhaust fans, all rigid and flexible ductwork andfittings, diffusers, registers, grilles, dampers,louvers, duct insulation, control systems, flashings,firestopping, labeling and tagging, painting asspecified herein, motor starters if not a part factoryprefabricated packages, all in-line and low voltagewiring and conduit that forms a part of the HVACsystems and condensate piping.

2. HVAC system(s) shall be complete in every detailincluding all incidental items for a proper andfunctioning installation.

3. Whether shown on drawings or not, all duct and conduitpenetrations through fire-rated floors or walls shallbe sealed against the spread of fire or smoke withapproved duct and conduit fire stops, fire dampersand/or fire resistant sealant, to give the equivalentfire rating before the penetration. See Section 07270.for permitted sealant materials/systems.

4. Systems installed by this section shall be tested andcorrected for proper functioning as outlined in Section15990.

5. The locations of apparatus and equipment indicated ondrawings are approximate. Install piping, ducts,registers, diffusers and equipment in such a manner asto avoid all obstructions, preserve headroom and keepopenings and passageways clear. No holes or openingswill be allowed in, nor shall any equipment, ducts orpipes be supported from any structural member withoutwritten consent of the Structural Engineer. Coordinatethe locations of all diffusers, registers and grilleswith other work indicated on the drawings.

6. This section shall hook-up all electrically serviced

2. Plumbing and Electrical contractors shall provide hook-up to utility service as applicable.

12100. Consult Designer for any special requirements.

DIVISION 15: MECHANICAL-------------------------------------------------------------

SECTION 15300. FIRE PROTECTION

1. Furnish and install residential fire sprinkler systemper city code requirements. Fire sprinkler systemshall be complete in every detail including allincidental items for a proper and functioninginstallation.

14100. See drawings for residential elevator specificationsswhere occur, if any.

DIVISION 11: EQUIPMENT-------------------------------------------------------------

11450. RESIDENTIAL EQUIPMENT

1. Furnish appliances as indicated on drawings. Gas firedappliances shall have intermittent ignition devices.

DIVISION 12: FURNISHINGS-------------------------------------------------------------

DIVISION 14: CONVEYING SYSTEMS-------------------------------------------------------------

equipment.7. Install thermostats as indicated on drawings at 60

inches above finish floor.8. Upon completion and testing, provide Owner with

operation and maintenance instructions for allequipment.

1. Steel pipe handrails and guardrails shall beconstructed and installed as indicated on drawings.Handrails and guardrails shall be constructed ofminimum Grade 40 steel.

2. Fabricator shall submit shop drawings to Designer of

balconies, decorative grilles window grilles, etc.unless specifically detailed on drawings.

3. Metalwork surfaces to be welded shall be free of anypaint, grease, loose scale and foreign matter. Allwelding shall conform to AWA standards.

4. Fabricator shall deliver finished components paintedwith a minimum of two coats of rust inhibitive primer.

5. Fabrications shall have all required fastening pointsready to recieve fasteners upon delivery to site.

DIVISION 6: WOOD AND PLASTIC-------------------------------------------------------------

06200. FINISH CARPENTRY:

1. Install all bath and washroom accessories.2. Fabrications and installations by this section shall be

clean and neat, and free of tooling marks, scratchesor other defacements of finished, visible surfaces.

3. All fasteners in architectural woodwork shall becountersunk and plugged or filled to match surrounding

4. Pre-manufactured casework shall be installed permanufacturer's recommendations.

5. This section shall install all plastic laminate countertops or shall provide and install plywood counter topbase to recieve tile or stone work where indicated onplans.

6. Finish carpentry shall be adequately protected from

DIVISION 7: THERMAL AND MOISTURE PROTECTION-------------------------------------------------------------

07180. WATER REPELLANT MATERIALS:

1. Exposed, un-stained rough sawn wood:"Thompson's Water Seal Waterproofing Formula" or equalin two applications, first at a rate of 100 square feetper gallon, second at a rate of 150 square feet pergallon.

2. Smooth, un-stained wood:"Thompson's Water Seal Waterproofing Formula" or equalin two applications, first at a rate of 200 square feetper gallon, second at a rate of 300 square feet pergallon.

3. Concrete sealer:"Thompson's Water Seal Waterproofing Formula" or equalin two applications, first at a rate of 200 square feetper gallon, second at a rate of 400 square feet pergallon.

4. Concrete block sealer (where concrete block is left toweather exposure):"Thompson's Water Seal Waterproofing Formula" or equalin two applications, first at a rate of 50 square feetper gallon, second at a rate of 100 square feet pergallon.

5. Un-painted exterior plaster:"Thompson's Water Seal Architectural 55" or equal intwo applications, first 3 fog coats at 2 hourintervals, second same. NOTE, test this product priorto final application to verify compatibility withplaster color coat.

07190. VAPOR AND AIR BARRIERS:

1. Under-slab vapor barrier:Glass fiber reinforced polyethylene sheet. Shall meetor exceed ASTM E-96 A & B.

2. Vapor barrier materials shall be installed permanufacturer's reccomendations for specificapplications.

07210. BUILDING INSULATION:

1. Batt thermal insulation: "CertainTeed Foil Faced" orequal in R values indicated on drawings. Shall meet orexceed ASTM C653 & C518.

2. Batt insulation products shall be installed tocompletely fill all voids in framing and shall besecurely attached so as to remain in place until wall,roof or ceiling finish assemblies are applied.

07320. ROOFING TILE:

1. See section 07620 for metal flashings, vents and othersheet metal accessories for installation by thissection.

2. Roofing felts:Georgia Pacific GP-30 Residential, unperforated, orequal. Shall meet or exceed ASTM D-4869-88 Type 2, andULR-10879.

3. Installer shall verify and insure that roof deck isclean, solid and free of voids or projections andotherwise ready to recieve work.

4. Roofing tiles shall be installed per all manufacturer'srecommendations using all specified fasteners.

07510. BUILT-UP BITUMINOUS ROOFING:

and ballast at areas indicated on drawings. Roofingsystem(s) shall be complete in every detail, includingall incidental items for a proper, watertight,functioning installation.

2. See section 07620 provides metal flashings forinstallation by this section.

4. Bitumen shall be Type II asphalt.5. Ballast shall be crushed tile or colored crushed rock.

Color as indicated on drawings.6. Mineral surface cap sheet flashing shall be mineral

surfaced and shall comply with ASTM D228, Type M.7. This section shall furnish and install 3 inch x 3 inch

cant strip at all roof intersections with verticalsurfaces.

---SEE STRUCTURAL DRAWINGS FOR STRUCTURALWOOD PRODUCTS AND METHODS SPECIFICATIONS---

---SEE STRUCTURAL DRAWINGS FOR RETAINING WALLAND GENERAL FOUNDATION DAMPPROOFING SPECS.--

---SEE STRUCTURAL DRAWINGS FOR STRUCTURALaccordance with UBC Table 32-G.

10. Care shall be taken not to damage or deface other workduring roofing operations.

07620. SHEET METAL FLASHING AND TRIM:

drawings, 1/4 inch galvanized wire mesh screened.2. Copper flashings shall be minimum 16 oz., uncoated

1. Equipment shall be complete in every detail including

3. All sheet metal flashings shall be installed inworkmanlike manner in compliance with standard industrypractices to insure a clean, true to line, watertightjob.

4. Sealants and caulking furnished by Section 07900 shallbe installed in conjunction with sheet metal flashingswhere applicable.

5. Roof accessories or flashings installed on roof planesshall be painted to match roof material.

all incidental items necessary for proper installation.2. Temperature control system shall consist of a

08210. WOOD DOORS AND FRAMES:

1. Door and frame assemblies shall be delivered free ofdefects in material or workmanship.

2. Fire rated doors as indicated on drawings shall bearappropriate labelling as to their fire resistance byUnderwriter's Laboratories.

3. Fire rated doors shall be provided with smoke gasketsat head and jambs, and approved type seal at threshold.

4. Exterior doors shall be fully weatherstripped toprevent air infiltration.

5. Metal thresholds at fire rated and exterior doors shallbe furnished by this section.

6. Hollow core doors shall be internally reinforced at allhardware attachment points.

08305. ACCESS DOORS:

1. Access doors shall be weathertight at exteriorapplications and shall have provision for locking whenaccessible to public.

thermostat and all mounting hardware with automatic

partitions, where permitted shall be of appropriatefire resistance for application and shall bear U.L.label.

3. Access doors shall be placed to allow for properworking space to service items being accessed.

4. Doors shall be placed solidly in opening and door leafand hardware shall have free operation.

08505. METAL WINDOWS AND SLIDING DOORS:

1. Furnish aluminum frame windows and sliding glass doorsof size, type and quantity indicated on drawings.Window and door assemblies and hardware packages shallbe complete in every detail including all incidentalitems for a proper and functioning installation.

08605. WOOD WINDOWS AND SLIDING DOORS:

1. Furnish all wood sash and frame windows and slidingglazed doors as indicated on drawings. Glazing shallbe as specified in Section 08800. Window and slidingdoor units shall be complete in every detail includingall incidental items for a proper and functioninginstallation. See drawings for specification of anyspecial locking devices other than the standardhardware package supplied by the window or sliding doormanufacturer.

2. All windows and sliding doors shall be completelyweather stripped with polymeric material and whichshall become compressed for a positive seal betweensash and frame upon closure.

3. All manufactured units shall meet or exceed ASTM E283,331 and E330 standards, and shall be certified andlabeled indicating that they meet the appropriatestandards listed in Table 2-53V of the state buildingcode.

08705. DOOR HARDWARE:

4. Hardware shall be as manufactured by Schlage LockCompany "E Series" or equal. See drawings or consultGeneral Contractor for style and finish.

5. Hardware types and placement shall be as indicated ondrawings.

6. Hardware shall function properly and freely withoutbinding, and all mechanisms shall cycle completelywithout any special effort. All hardware shall beinstalled per manufacture's recommendations using allsupplied and/or specified fasteners.

08800. GLAZING:

1. Specifications herein shall apply to all door andwindow glazing.

2. All windows and sliding doors shall be glazed asspecified in Title 24 compliance calculations. Allglazing shall be properly sealed in sash to preventintrusion of wind, water or particulate matter. Dualglazed panes shall have a sealed airspace and shall notpermit condensation formation on interior sides ofpanes.

3. Safety Glazing:a. Glass and glazing subject to the following

specifications shall be certified and labeled bythe manufacturer per UBC Standard No. 54-2 Part 1.

b. Safety glazing, where required, shall be temperedor laminated glass.

c. Safety glazing shall be required as follows:i. Glazing in ingress and egress doors except

jalousies.ii. Glazing in fixed panels and sliding or swinging

panels of sliding or swing-type doors otherthan wardrobe doors.

iii. Glazing in storm doors.iv. Glazing in all unframed swinging doors.v. Glazing in shower and bathtub doors and

enclosures.vi. Glazing, operable or inoperable, adjacent to a

door in all buildings and within the same wallplane as the door whose nearest vertical edgeis within 12 inches of the door in a closedposition and whose bottom edge is less than 60inches above the floor or walking surface.

level or walking surface within 36 inches ofsuch glazing.

DIVISION 9: FINISHES-------------------------------------------------------------

09220. PORTLAND CEMENT PLASTER:

1. Furnish and install all fiber glass reinforced portlandcement exterior plaster, lath, joints, beading and wireaccessories, required flashings, paper backing, etc.Plaster finish system shall be complete in every detailincluding all incidental items for a true, proper andfunctioning installation. All work shall conform toUBC Chapter 47 requirements.

change over, concealed set point, and thermometer. Anautomatic temperature control device shall be providedfor each separate HVAC system and/or zone.

15880. AIR DISTRIBUTION:

1. Furnish all rigid and flexible ductwork, elbows,fittings, duct insulation, diffusers, grilles,registers, dampers, louvers, etc. to provide for acomplete installation by Section 15500. All products

4. Lath at vertical surfaces shall be K-Lath "Stucco-Rite"paper backed or equal. Lath shall be attached to allstructural frame members with No. 16 gauge x 7/8 inchleg staples at 6 inches on centers, unless notedotherwise on Shear Panel schedule (see Structuraldrawings).

shall be new, domestic make, and free from all defects

kraft paper backed, galvanized expanded metal. Lathshall be attached to all structural frame members withNo. 16 gauge x 7/8 inch leg staples at 3 inches oncenters.

6. Corner bead shall be installed firmly and true to lineto provide straight, consistent corners.

7. Expansion and crack control joints shall be placed tolimit flat, continuous plaster panels to maximum 400square feet in area. Review drawings to verify specialplacement or arrangement of joints indicated, if any.Prior to placement of plaster materials, grooves injoints shall be masked to prevent the incursion ofplaster into them.

8. Inside corners of plaster surfaces shall be wellstruck, straight and not coved or curved in any way.This item will be strictly enforced upon finalinspection.

09260. GYPSUM BOARD SYSTEMS:

1. Furnish and install all gypsum wallboard andaccessories as indicated on drawings. Gypsum boardinstallation shall be complete in every detailincluding all items for a proper and functioninginstallation ready to receive paint or other finalfinish. All work shall conform to UBC Chapter 47.

2. Installer shall take care not to cover any electrical,mechanical, plumbing or ventilation boxes, outlets orstub-outs. Failure to do so shall render the DrywallContractor responsible for required alterations andrepairs.

3. Gypsum wallboard is used in some cases on this projectin structural and fire-protective capacities. Theinstaller shall take special care in verifying anyspecial nailing or gypsum board assemblies indicated onarchitectural and structural drawings, and shall beresponsible for adherence to and remedy of departuresfrom, these specifications.

4. Gypsum Board Materials:a. 1/2 inch thickness shall conform to ASTM C-36.b. 5/8 inch thickness shall be Type X, with tapered

edges. Shall conform to ASTM C-79 Type X, and beU.L. labeled.

c. 1/2 inch thick water-resistant shall conform toASTM C-630. Water resistant board shall be used inall bathtub and shower enclosures or rooms, saunasor other moist or wet environments.

5. Accessories and Finishing Materials:a. Nails shall be 8d cooler nails placed at 8 inches

on centers unless noted otherwise on drawings.b. Screws shall conform to UBC Standard No. 47-5 and

be long enough to penetrate into wood framing aminimum of 5/8 inch.

c. Casing bead shall be utilized at all edges ofgypsum board not covered by wood casing or otherfinish trim material.

d. Resilient channel material (where used) shall be26 gauge galvanized steel, installed perpendicularto framing and fastened with screws.

6. Ceiling material shall be installed using screws.7. All material shall be placed with long dimension of

sheets perpendicular to framing or supports.8. All face joints of gypsum wallboard shall be taped and

nails coated. All taping and nails shall be coatedtwice, in separate operations, or more if required, andshall be sanded to a smooth, uniform finish ifnecessary.

9. All joints shall be tight-fitting, and material shallnot be crushed or deformed during or afterinstallation.

10. All materials shall be delivered to site in goodcondition and free of defects. All materials shall benew. Materials shall be stored in such a manner thatthey will not be damaged by the elements or othertrades prior to installation.

09900. PAINTING:

or imperfections.2. Galvanized steel ductwork shall conform to ASTM A525

DIVISION 16: ELECTRICAL-------------------------------------------------------------

16050. ELECTRICAL DEVICES:

1. Furnish all electrical power and or lighting panels tocomplete job. Panel systems shall be complete in everydetail including all items necessary for a proper andfunctioning installation.

16500. LIGHTING FIXTURES:

1. Furnish all interior and exterior luminaries asindicated on drawings. Luminaries shall be complete inevery detail including all incidental items necessary

5. Soils Engineer shall verify that construction at site

6. Before any concrete is placed, excavations shall be

2. Aggregates shall conform to ASTM C-330 for lightweight

codes and ordinances specified on the cover sheetof this set of drawings.

01062. STATE OF CALIFORNIA REQUIREMENTS:

1. All work shall conform to the Requirements of Title 24of the California Administrative Code. See drawingsfor Energy Compliance Forms.

2. Manadatory Energy Conservation Requirements for theState of California:a. All heating, ventilating, air conditioning and

water heating equipment shall meet all therequirements of the Appliance EfficiencyStandards and shall be certified to theCalifornia Energy Commission.

b. A two-stage thermostat, which controls thesupplimentary heat on it's second stage, isrequired on heat pumps.

c. Thermostats, except those controlling heatpumps, shall be equipped with an automaticsetback which the building occupant can proramto automatically set back the thermostat. Setpoints for at least two persons in 24 hours.

d. Equipment which requires preventativemaintenance to maintain efficient operationshall be furnished with complete necessarymaintenance information.

e. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces and cookingappliances shall be equipped with intermittentignition devices.

f. All fan systems exhausting air to the outsideshall be provided with backdraft dampers.

g. All transverse duct, plenum and fitting jointsshall be sealed with pressure sensitive tape ormastic to prevent air loss and shall beinsulated to conform to the provisions ofSection 1005 UMC, Latest Edition.

h. A vapor barrier is required in Climate Zones 1,14 and 16.

i. All manufactured windows and sliding glassdoors shall meet the 1972 ANSI Air InfiltrationStandards, and shall be certified and labeled.

j. All swinging doors and windows leading to un-conditioned areas shall be fully weatherstripped.

k. Storage type water heaters and storage andback-up tanks for solar systems shall beexternally wrapped with R-12 insulation orgreater.

01070. GENERAL NOTES:

1. It is the intent and meaning of these drawings andspecifications to provide for and secure a first class,workmanlike job of high quality from allsubcontractors. The finished structure(s) shall becomplete in every detail including all incidental itemsfor a proper and functional project.

2. The general contractor and subcontractors shall reviewthese drawings and specifications and shall notify thedesigner of any discrepancies, errors or omissionsprior to construction. Failure to do so shall hold thegeneral contractor and subcontractors responsible forsuch discrepancies, errors or omissions in thesedrawings and specifications.

3. The general contractor shall verify all dimensions,elevations and site conditions before starting work.The designer shall be notified immediately of anydiscrepancies.

4. Notes and details on drawings shall take precedenceover these general specifications.

5. The design, adequacy and safety of erection, bracing,shoring, temporary supports, etc. is the soleresponsibility of the general contractor, and has notbeen considered by the structural engineer. Thecontractor is responsible for the stability of thestructure prior to the application of all shear panel,roof and floor diaphragms and finish materials. He orshe shall provide all the necessary bracing and/orshoring to provide stability prior to the applicationof the afore-mentioned materials. Observation visitsby the designer or structural engineer shall notinclude inspection of the above items.

6. Vibrational effects of mechanical equipment have notbeen considered by the structural engineer.

7. It shall be the responsibility of the generalcontractor to locate all existing utilities whethershown hereon or not and to protect them from damage.The General contractor shall bear all expense of repairor replacement in conjunction with the execution ofthis work.

01200. ADDITION AND REMODELING:

1. The general and subcontractors shall verify allexisting conditions and dimensions as shown on drawingsand notify the designer immediately of anydiscrepancies.

2. Shore and/or brace all existing framing as requiredprior to removing existing construction. Remove aftererection of new supports has been completed.

DIVISION 2: SITEWORK-------------------------------------------------------------

02055. DEMOLITION:

1. Includes removal of existing building, or portionsthereof, including foundations and domestic utilitiesfrom site as indicated on drawings.

2. Demolition contractor shall be held liable for anydamage to adjacent public or private properties orstructures during demolition and debris removaloperations.

3. Remove existing structures or portions therof asindicated on drawings. Existing construction to remainshall be adequately protected during all demolition anddebris removal operations.

4. All demolition debris shall be removed from site andtransported to a legal dump site per applicablemunicipal and/or county requirements.

5. Site shall be left in neat and orderly condition aftercompletion of demolition and debris removal operations.

2. See Foundation Plan for soil design pressure data

with a Class D coating.3. Flexible ductwork shall be "Glass-Flex Type SL" or

character of soil.

Report prepared by the person(s) noted in the project

equal consisting of a galvanized spring steel wirehelix covered with a continuous, non-perforated

directory on the front sheet of this set of drawings.See soils report for list of special inspections.

interior air seal liner and wrapped with a 1 inch

executed as specified in soils report.

thickness of glass fiber insulation jacketed with a

is in accordance with the recommendations andconclusions contained in soils report.

vapor barrier jacket, factory sealed at both ends of

checked and approved by a qualified soils engineer toinsure compliance with the requirements of the soilsreport.

02520. PORTLAND CEMENT CONCRETE PAVING:

1. All non-structural exterior slabs shall be minimum3 1/2 inches thick with #3 deformed bar reinforcementplaced at 18 inches on center each way in middle thirdof slab thickness. Slabs shall be placed over aminimum of 3 inches of clean sand bedding.

2. Slabs shall be formed and finished to slope asindicated on Drainage/Grading Plan to within 1/4 inchof specified elevations.

3. All slabs shall receive light broom finish unlessotherwise noted on drawings.

4. Expansion, construction, and control joints shall beplaced as indicated on drawings or at intervals todivide slab into maximum 400 sq. ft. sections.

02725. SITE UTILITY AND DRAINAGE PIPING:

1. Site drainage piping shall be schedule 40 PVC, size asindicated on drawings.

2. Landscape drains, area drains and catch basins shall beprovided with gratings or screens to prevent theentrance of foreign materials or debris into drainagesystem(s).

3. Plumbing contractor shall furnish and install:a. Copper water service from building to gate valve at

meter (ferrous water piping not permitted belowgrade).

b. Sewer line from building to front property line.c. Natural gas service piping.

4. Electrical feeder conduits shall be concrete encasedper utility company requirements. Supply and placementof conduit(s) in trenches and connection to service byElectrical Contractor.

5. Natural gas service piping materials and installationshall be in accordance with utility companyrequirements.

6. Site utility piping shall be installed per applicableutility company requirements.

7. Trench backfilling materials and methods shall be inaccordance with soils report specifications whenapplicable.

02830. FREE STANDING WALLS AND FENCES:

1. Wood fences shall be constructed of redwood, cedar orother wood of natural resistance to decay.

2. Hardware shall be galvanized unless noted otherwise ondrawings.

3. Wood fences shall be constructed in such a manner as toremain sturdy and plumb under normal wear and tear.

each section. The flexible duct shall be labelled byUnderwriter's Laboratories, Inc. as an air duct.

a. Rectangular ducts with a maximum side not exceeding30 inches shall be supported by 1 inch wide, 18gauge galvanized steel straps.

b. Rectangular ducts with a maximum side of more than30 inches shall be supported by 1 inch wide, 16gauge galvanized steel straps.

c. Round, rigid ducts shall be supported by 1 inchwide galvanized steel straps equal to gauge of ductwall, minimum.

d. Vertical rigid ducts shall be supported bygalvanized steel angles.

5. Ductwork access panels shall be airtight, zinc coated,continuous hinge type, with zinc coated sash locksutilizing locking feature to keep door airtight."Duro-Dyne" or equal.

6. Volume dampers:a. Provide single blade volume dampers in rectangular

ducts not exceeding 8 inches in depth, constructedof not less than 16 gauge galvanized steel withedges bent and center grooved. Hardware lockingquadrant shall be heavy-duty type as manufacturedby "Duro-Dyne" Type KS-385 with 3/8 inch rod, K-4quadrant and SB-338 closed end bearing, or equal.

b. Provide single blade volume dampers in round ductsconstructed of 22 gauge galvanized steel and "Duro-Dyne" KS-145L hardware, or equal, for dampers notlarger than 10 inches; 20 gauge with "Duro-Dyne"KS-195L hardware for dampers not larger than 20inches; and 18 gauge with "Duro-Dyne" KS-385Lhardware for dampers exceeding 20 inches indiameter.

8. Duct sealant shall be "Tuff-Bond" No.12 (buna N rubberbased) as manufactured by Goodloe E. Moore Inc., orequal.

9. Diffusers and Registers:a. Ceiling or wall mounted return and exhaust air

registers shall have baked enamel finish andopposed blade damper.

b. Wall and ceiling registers shall be adjustablelouver type and painted to match wall finish.

15950. CONTROLS:

1. Furnish thermostats, low voltage transformers, remotecontrols, outdoor bulb relays, labels, nameplates, lowlimit electrical switches, controls, etc. to providefor a complete installation.

3. All earthwork and grading shall be conducted per Soils

concrete.3. Floor sheathing shall be swept clean and free of

debris, standing water or foreign matter immediatelyprior to underlaymentinstallation.

4. Install primer and lightweight concrete permanufacturer's recommendations to final thicknessindicated on drawings.

03510. GYPSUM CONCRETE UNDERLAYMENT:

1. Material shall be "Gyp-Crete" as manufactured byGyp-Crete Corporation, or equal. Install permanufacturer's recommendations to final thicknessindicated on plans.

2. Floor sheathing shall be swept clean and free ofdebris, standing water or foreign matter immediatelyprior to underlayment installation.

3. Underlayment shall attain a final compressive strengthof 1000 psi when tested in accordance withASTM C472-79.

DIVISION 4: MASONRY-------------------------------------------------------------

O4270. GLASS MASONRY UNITS:

1. Glass block shall be as manufactured by PittsburghCorning Corporation, or equal, verify style withDesigner.

2. Expansion joints shall be provided at edges of glassblock panels at the sides and top with a minimumthickness of 1/2 inch. Expansion joints shall beentirely free of mortar and shall be filled withresilient material.

3. Glass block panels shall have mortar joints minimum 3inches wide and mortared edges of units shall betreated for proper mortar bonding.

4. Courses shall be level and true, and face of panelsshall be flush and neatly finished with no depressed orprojecting units.

---SEE STRUCTURAL DRAWINGS FOR STRUCTURALMASONRY AND GROUT SPECIFICATIONS---

---SEE STRUCTURAL DRAWINGS FOR STRUCTURALCONCRETE SPECIFICATIONS---

2. Control devices and systems shall be complete in everydetail including all items necessary for a proper andfunctioning installation.

3. Thermostats shall be Honeywell, or equal, and shallpermit ready and positive acting and entirely free fromany objectionable noises.

15990. TESTING, ADJUSTING AND BALANCING:

1. Perform all tests to the satisfaction of the Owner andthe General Contractor.

2. HVAC Systems:a. After completion of the work, test and regulate all

heating, ventilating and air systems to provideproper and comfortable air volume or as noted ondrawings. Adjust apparatus and duct dampers tosecure proper volumes and face distribution of airfor each register and/or diffuser. Where requiredby the Owner or General Contractor larger orsmaller pulleys shall be installed at no additionalexpense.

16010. GENERAL:

1. Install all electrical work on site for power andlighting, including service to mechanical systems andequipment requiring electrical service, as indicated ondrawings.

2. Electrical systems shall be complete in every detail,including all incidental items for a proper andfunctioning installation. All required permits andinspections shall be obtained and paid for byElectrical Contractor.

3. Provide temporary power and lighting duringconstruction. Remove temporary wiring upon completionof the project. Temporary services shall be asrequired by NEC and OSHA.

4. Ground continuity shall be maintained throughout theelectrical system. Consult NEC 250.94 and .95 forapplicable requirements.

5. The Electrical contractor shall furnish and install allnecessary electrical power wire for the heating and airconditioning systems, including disconnect switches andinternal power wiring of the units.

6. Electrical Contractor shall arrange with utilitycompany for the installation of meter(s).

7. Electrical Contractor shall arrange with telephonecompany to provide service to the premises.

8. Provide 3/4 inch x 20 foot long ufer ground atelectrical service.

9. Smoke and/or heat detector wiring shall be labelled toassure proper installation location for unit(s).

10. Electrical Contractor shall verify location of alloutlets, switches, phone jacks, wall brackets and otherin-wall accessories prior to installation of finishwall materials.

11. The electrical drawings are essentially diagrammatic,DO NOT scale the electrical drawings for location ofany architectural, structural, civil or mechanicalitems. Refer to the appropriate discipline's drawingsfor required information. The locations of anyelectrical devices or lighting fixtures shown onarchitectural drawings take precedence over those shownon the electrical drawings.

12. Testing and Adjustments:Upon completion of all electrical work, the ElectricalContractor shall adjust and test all circuits, outlets,switches, lights and electrical equipment. Items,fixtures, and parts in need of correction anddiscovered during such testing shall be immediatelyrepaired or replaced with all new equipment and thatpart of the system shall then be retested. All suchreplacement or repair shall be done at no additionalcost to the owner.

1. Furnish all electrical switches, outlets, boxes, etc.to complete job. Devices shall be complete in everydetail including all incidental items necessary for aproper and functioning installation.

2. All outlets shall be mounted at 12 inches abovefinish floor, except at kitchen and bathcountertops, which shall be mounted at 42 inchesabove finish floor and at garages which shall bemounted at 48 inches above finishfloor; or as noted on drawings.

3. All exterior outlets shall be equipped with aground fault interupter and weather resistantfaceplate.

4. Outlets within 6 feet of a lavatory or sink, and allgarage [and warehouse] outlets shall be equipped with aground fault interupter.

5. All switches shall be mounted at 36 inches abovefinish floor, except at kitchen and bath countertops,which shall be mounted at 42 inches above finish floor;or as noted on drawings.

6. Device cover plates shall be of type and number ofgangs for devices installed.

16110. CONDUITS:

1. Furnish all flexible and rigid conduits to completejob. Conduit systems shall be complete in every detailincluding all items necessary for a proper andfunctioning installation.

2. Conduits shall be of galvanized steel or rigidgalvanized steel where subject to mechanical damagessuch as in mechanical spaces, located in slabs orlocated below 8 feet of finish grade or walking surfaceand exposed. Minimum size of conduit in or under floorslab(s) shall be 3/4 inch.

3. Thin wall steel flexible conduits shall be used forconnection to recessed lighting fixtures, motorconnections and in areas where installation of rigidconduits are not practical, or where movement of theitem is required due to vibration or for maintenance.Flexible aluminum conduits are not permitted.

4. All conduits shall be concealed from view whereverpractical. Electrical Contractor shall notify Designerif concealment can not be obtained.

5. Conduits and wiring in ceilings shall be selfsupporting and in no way shall be supported by lights,fixtures or their supports. Conduits shall be heldminimum 7 1/2 inches above grid in acoustic tileceilings.

16120. CONDUCTORS:

1. Furnish all conductor materials and assemblies forcompletion of job. Conductors shall be complete inevery detail.

2. All conductors shall be soft-drawn copper and beinsulated with 600 volt, 75 degrees centigrade codegrade insulation.

3. All conductors #8 AWG and larger shall be made up ofstranded single conductor cable and shall have THWN orTHHN insulation as applicable. Conductors inunderground conduits and service entrance conductorsshall have XHHW or THWN insulation.

4. Aluminum wire shall not permitted.

for a proper and functioning installation.2. Lamps used in luminaries for general lighting in

kitchen(s) and bathrooms shall have an efficiencynot less than 25 lumens per watt. Lighting used fspecific visual tasks or decorative effect may beexempted from this requirement.

3. All lighting fixtures shall have lamps installed.4. Single and three-lamp fluorescent fixtures shall be

tandem-wired to two-lamp ballasts where installed endto end.

5. All recessed incandescent fixtures installed in gypsumboard ceilings shall be equipped with auto-resettingthermal protection.

6. All lighting fixtures shall be supplied with themounting accessories, trims, and/or shrouds necessaryto properly and completely install the fixtures in thetype of ceilings shown on the architectural drawings.Verify prior to ordering.

7. For all custom or special lighting fixtures, or wherelighting fixtures are indicated to be mounted inarchitectural elements, verify from jobsite conditionsand measurements, the exact fixture dimensions,mounting requirements and fittings required to installthe fixtures. See architectural drawings foradditional information.

8. Fixtures installed in fire resistive walls and ceilingsshall be installed in an approved fire resistive mannerconsistent with the rating of the wall or ceiling.

9. All lighting fixtures shall be U.L. listed.

16700. COMMUNICATIONS SYSTEMS:

1. Furnish all communication devices as indicated ondrawings, including but not limited to: Door chimesystem, cable television outlets and wiring, intercomsystems, etc. Communications systems shall be completein every detail including all incidental itemsnecessary for a proper and functioning installation.

N/A

JOB NAME:

SCALE:

DATE:

REVISIONS:

5/4/2006

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SAA 1

SAA 1

SCA 1

SCA 1

SBA 1

SBA 1

40'-0"

15'-0"

86'-2 1/2"

50'-5 1/4"

193'-4 1/4"

143'-115/8"

15'-0"

44'-0"

25'-0"

30'-0"

71'-2"

82'-11/2"

176'-81/2"

15'-0"

60'-0"

30'-87/8"

85'-93/8"(2734)

GRAVEL DRIVEWAY

OR

ION

DR

IVE

(UN

IMPR

OVED

)

RICE ROAD(DIRT)

30' WATER EASEMENT

REQ

D.

REAR

YARD

PRO

POSED

FRO

NT YAR

D

PRO

POSED

REAR

YARD

CONCRETE MAILBOX KIOSK ANDADDRESS SIGN

EXISTING FIREHYDRANT

REQD.

SIDE YARD

330.00'

330.00'

330.00'

2726

REQ

D.

FRO

NT YAR

D

STREET

RIG

HT-O

F-WAY

(2726)

STREET RIGHT-

OF-WAY

REQD.

LOCAL STREET

SIDE YARD

30' WATER

EASEMEN

T

PROPOSED

SIDEYARD

500 W.G. LPGABV. GROUNDSTORAGE TANK

CONTROLPOINT C

CONTROLPOINT A

2729

2730

.50

F.G.

(2729)

PROPOSED SIDEYARD

(2728)

330.00'

CONCRETEFLATWORK

5' HIGH FENCE

(2724)

(2724)FUTURE 5' HIGH FENCE

(2727)

NATURAL VEGETATION TOREMAIN OR BE RESTORED

AS REQUIRED AFTERCONSTRUCTION

LAY

OU

T R

EFE

RE

NC

E L

INE

(2738)

2728

(2734)

2730

2730

2725

.00

F.G.

(2726)

(2722)

(2720)

(2720)

(2722)

(2727)

(2728)

2726

2727

(2730)

(2732)

2726.50

(2736)

2729

(2730)2730

(2736)

(2732)

PERC.PITTOP OF EROSION /

RUNOFF CONTROL BERM

PROPOSEDRETENTIONBASIN

5' HIGH FENCE

PERC.PIT

PERC.PIT

2725

.00

F.G.

2725.00

F.G.

2726

TOP OF EROSION /RUNOFF CONTROLBERM

2727

2726.50

BBQPIT

12'

GATE

12'

GATE

GRAVEL APRONCONTROLPOINT B

(2) 550 GAL.UNDERGROUNDCISTERNS

4" SCH. 40 PVCDOWNSPOUTPIPING TOCISTERNS

1000 GAL. SEPTICTANK W/ (3) 50 S.F.LEACH LINE TRENCHESPER COUNTY STANDARDS

FUTURESOLAR PANELS

FUTURE LEACH FIELD

(6) 6" DIA. SCH. 40PVC OVERFLOWPIPES THROUGHBERM - 2726.50INLET ELEV.

PROPOSED RESIDENCESLAB ELEV. = 2727.00'

68'-2 1/2"

1'-9 1/4"

42'-4 7/8"

NORTH

1" = 30'

1" = 30'

1" = 30'

1" = 30'

AS NOTED

AERIAL PHOTO A

AERIAL PHOTO B

APPROX. 1" = 500'

APPROX. 1" = 240'

GRADING DATATOTAL CUT

TOTAL FILL

NET EXPORT

ZONE RL-5

PLANNING AREA JT

CUT AND FILL SHALL BE BALANCED ON SITE PERCONTOURS SHOWN

345 C.Y.

345 C.Y.

0 C.Y.

LEGAL DESCRIPTION

S I T E S E C T I O N A

S I T E S E C T I O N B

S I T E S E C T I O N C LOT AREA

BUILDING FOOTPRINT

SITE COVERAGE

DWELLING FLOOR AREA

108,900 SQ.FT. (2.5 AC)

1,360 SQ.FT.

1.25 %

1,285 SQ.FT.

SITE ANALYSIS

DAVID & SHELBY SANDERS34455 CAMINO EL MOLINOCAPISTRANO BEACH, CA 92624(949) 248-2767

OWNERSPROJECT DIRECTORY

VICINITY MAP

GEOTECH

STRUCTURAL

NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST1/4 OF THE SOUTHWEST QUARTER OF SECTION 20,TOWNSHIP 2 NORTH, RANGE 7 EAST,SAN BERNARDINO BASE AND MERIDIANSAN BERNARDINO COUNTY, CALIFORNIA

A.P. # 0632 311 5300

NOTES

S I T E / G R A D I N G P L A N

SLADDEN ENGINEERING39-725 GARAND LANE, STE. GPALM DESERT, CA 92211(760) 772-3893

A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. FINISH GRADES SHALL SLOPE AWAY FROM BUILDING AT AMINIMUM 2% SLOPE FOR A DISTANCE OF 3 FEET MINIMUM

C. FLATWORK SLABS SHALL DRAIN AWAY FROM BUILDING AT AMINIMUM 1% SLOPE

D. PRE-CONSTRUCTION INSPECTION REPORT HAS BEEN PERFORMEDBY SAN BERNARDINO BUILDING AND SAFETY, YUCCA VALLEYOFFICE. PERMIT NUMBER B200515714.

SYNOPSIS:

1. NO PROTECTED NATIVE PLANTS FOUND.

2. FLOOD HAZARD DEVELOPMENT REVIEW NOT REQUIRED.

3. JOB SITE TOILET REQUIRED.

4. GRADING PERMIT AND / OR SOIL COMPACTION REPORTMAY BE REQUIRED.

5. PROTECT DOWNHILL PROPERTY FROM RUN OFF.

REPORT PERFORMED OCTOBER 14, 2005 BY CHARLES E. DOUGHOF SAN BERNARDINO COUNTY BUILDING & SAFETY.

E. GEOTECHNICAL REPORT PREPARED BY SLADDEN ENGINEERINGJOB NO. SPD-05-391 SHALL BE CONSIDERED A PART OF THISPLAN PACKAGE

NO

RTHN

ORTH

SUBJECTSITE

SUBJECTSITE

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10

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06

G

H

J

KF

04

E

D

03

09

04

N

BA 5

BA 5

CA 5

CA 5

AA 5

AA 5

GA 5

GA 5

FA 5

FA 5

EA 5

EA 5

DA 5

DA 5

B

C

02

01

12'-0" 34'-0" 78'-0"

124'-0"

44'-0" 80'-0"

21/4" 124'-0"

8'-0

5/8"

17'-8

5/8"

2'-6

5/8"

1'-5

7/8"

4'-5

3/4"

5'-7

"3'

-103/

8"1'

-93/

4"9'

-13/

8"4'

-67/

8"3'

-43/

8"5'

-115/

8"

2'-111/4" 6'-1" 12'-81/4" 2'-05/8" 42'-01/8" 1'-01/4" 4'-21/4" 24'-113/4" 2'-47/8" 25'-10"

33/8

"

61/2

"1'-1

1"

29'-5

"

29'-5

"

1'-4

3/4"

4'-2

1/4"

22.00°

27.50°

52.00°

12.00°

42.00°

36.00°

30.10°

25.00°

19.00°

40.50°

48.00°

1.50°

2.75°

9.50°

DINING

KITCHEN

LAUN.MSTR. BATH

PWD.GUEST ROOM

GUEST BATH

CLOSET

OFFICE

LIVING

E.J

.

E.J

.

E.J

.

E.J

.

E.J

.

E.J

.

E.J

.

SHWR.

SHWR.

MSTR. BEDROOM

P Q R S

5'-4" 1'-4" 2'-8" 3'-4" 1'-4" 6'-0" 1'-4" 2'-8" 3'-4" 1'-4" 3'-4" 2'-0" 20'-0" 20'-0" 20'-0" 18'-0"

20'-4"

31'-0

"71/

2"

1"

31/2"

4'-7

"61/

2"11

"3'

-5"

3'-01/2" 2'-61/2" 8" 1'-4" 4'-8" 5'-4"

6.00°

9.50°10.00°

15.75°

23.50°21.00°

18.50°WS03

A 6

WS04A 7

WS05A 7

WS01A 6

WS02A 6

1/4" = 1'-0"

F L O O R P L A N

NORTH

NOTESA. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. TOILETS SHALL HAVE A MAXIMUM FLUSH VOLUME OF 1.6GALLONS PER FLUSH

C. LAVATORY AND SINK FAUCETS SHALL HAVE A MAXIMUM FLOWRATE OF 2.2 GALLONS PER MINUTE

D. SHOWER VALVE ASSEMBLIES SHALL HAVE A MAXIMUM FLOWRATE OF 2.5 GALLONS PER MINUTE

E. SHOWER ENCLOSURES SHALL NON-ERODABLE FINISH SURFACEAT FLOOR AND ALL WALLS TO 6 FEET ABOVE DRAIN INLET ANDTEMPERED GLASS ENCLOSURES

F. GAS FIRED APPLIANCES SHALL BE EQUIPPED WITH INTERMITENTIGNITION DEVICES

G. SEE SHEET A3 FOR DOOR AND WINDOW SCHEDULES

JOB NAME:

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BA 5

BA 5

CA 5

CA 5

AA 5

AA 5

GA 5

GA 5

FA 5

FA 5

EA 5

EA 5

DA 5

DA 5

DOWNSPOUT

DOWNSPOUT

WS03A 6

WS04A 7

WS05A 7

WS01A 6

WS02A 6

baseplan09.pln 2006/04/16 01:18:13

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

CASEMENT

HOPPER

HOPPER

HOPPER

FIXED

HOPPER

HOPPER

HOPPER

PIVOT

PIVOT

HOPPER

HOPPER

FIXED

CASEMENT

CASEMENT

CASEMENT

CASEMENT

11"

6'-2"

6'-2"

6'-2"

3'

6'-2"

6'-2"

6'-2"

6'-2"

6'-2"

6'-2"

6'-2"

2'-6"

1'-4"

1'-4"

1'-4"

1'-4"

5'-6"

1'-9 3/8"

1'-11 3/4"

2'

9'-9"

2'-1/2"

2'-2 1/4"

2'-4 1/8"

5'-7"

5'-7"

2'-1/4"

2'-1 5/8"

8'-10"

1'-3 1/2"

1'-3 1/2"

1'-3 1/2"

1'-3 1/2"

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

TEMPERED

TEMPERED

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 1'-7 3/8"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 1'-9 1/2"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 1'-5"

TRAPEZOIDAL - SHOULDER HEIGHT = 9'-8 1/4"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 1'-10 7/8"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 2'-0 5/8"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 2'-2 3/8"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 1'-11"

TRAPEZOIDAL CLERESTORY - SHOULDER HEIGHT = 2'-0 3/8"baseplan09.pln 2006/04/16 01:09:41

01

02

03

04

04

05

06

07

08

09

10

PATIO

PATIO

PATIO

PATIO

SWING

PATIO

PATIO

SWING

SWING

SWING

SWING

6'

6'

6'

6'

3'

6'

6'

2'-2"

2'-2"

2'-2"

2'-2"

6'-8"

6'-8"

6'-8"

8'

8'

8'

8'

6'-8"

6'-8"

6'-8"

6'-8"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 3/4"

1 1/2"

1 1/2"

1 3/8"

1 3/8"

1 3/8"

1 3/8"

1"

1"

1"

1"

3/4"

1"

1"

3/4"

3/4"

3/4"

3/4"

7"

7"

7"

7"

7"

7"

7"

4"

4"

4"

4"

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

INT. WOOD

INT. WOOD

INT. WOOD

INT. WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

EXT WOOD

INT. WOOD

INT. WOOD

INT. WOOD

INT. WOOD

1/2"

1/2"

1/2"

1/2"

1 1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

---

---

---

---

---

---

---

---

---

---

---

ENTRY DOOR

DOOR SCHEDULE

MARK TYPESIZE

WIDTH HEIGHTLEAF THK. JAMB THK. JAMB WIDTH LEAF MAT. FRAME MAT. FINISH FIRE RAT. THRESH. GLAZING HARDWARE OPEN DIR. REMARKS

WINDOW SCHEDULE

MARK TYPESIZE

WIDTH HEIGHTMATERIAL EXT. FIN. GLAZING REMARKS

1/4" = 1'-0"

R O O F P L A N

NORTH

WINDOW SCHEDULEDOOR SCHEDULE

CHIMNEY CAP SHALL HAVE 1/4" G.I.SCREEN SPARK ARRESTOR. 'MAJESTIC'OR EQUAL, UL #127

NOTESA. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. CONNECT ROOF DOWNSOUTS TO SITE DRAINAGE PIPING TODIRECT ROOF DRAINAGE TO STORAGE CISTERNS AS SHOWN ONSITE PLAN

TYPICAL ROOF FINISH:CORRUGATED STEEL ROOF PANELS OVER (1) LAYER 90 LB. MINERALSURFACE ROLLED ROOFING OVER (1) LAYER 30 LB. ROOFING FELT

JOB NAME:

SCALE:

DATE:

REVISIONS:

5/4/2006

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1/4" = 1'-0"

W E S T E L E V A T I O N

S O U T H E L E V A T I O NN O R T H E L E V A T I O N

E A S T E L E V A T I O N

RECYCLED 1x6 CEDAR SIDING OVER S.I.P.WALLS TYPICAL

"RASTRA" I.C.F. FIN WALLS WITH EXTERIORPLASTER FINISH

"HAENER BLOCK" 8x8x16 MORTARLESS CONCRETEBLOCK RETAINING WALL ICBO ER-2996

RECYCLED CORRUGATED STEEL ROOFINGWITH GALVANIZED FINISH

M A I L K I O S K & S I G NS O U T H E L E V A T I O N

UNFINISHED STEEL SIGN PANELAND TRELLIS FRAME WITH STAINLESSSTEEL RAISED LETTERS

FERROCEMENT CONCRETE PIERWITH NICHE AT STREET ELEVATIONFOR MAIL AND NEWSPAPER DEPOSIT

5" x 5" COPPER RAIN GUTTER

JOB NAME:

SCALE:

DATE:

REVISIONS:

5/4/2006

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1/4" = 1'-0"

S E C T I O N AS E C T I O N BS E C T I O N C

S E C T I O N E S E C T I O N F

S E C T I O N GS E C T I O N D

JOB NAME:

SCALE:

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REVISIONS:

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2"5"

8'-1

"

8'-3

1/2"

8'-3

1/2"

3/4"

1'-0

"7"

8'-1

"21/

2"

FRENCH DRAIN SET IN 2 CU.FT. PERLINEAL FOOT COARSE GRAVEL WRAPPEDIN GEOTEXTILE FILTER FABRIC. PIPE SHALLHAVE POSITIVE SLOPE TO DAYLIGHT

BUILT-UP MORTAR SILL WITH POSITIVESLOPE TO EXTERIOR

CONCRETE BLOCK WALL PER STRUCTURAL

CORRUGATED GALVANIZED STEEL ROOFINGOVER TWO LAYERS 15 LB. ROOFING FELT

SAW CUT KERF AT HEAD BLOCKS FOR DRIP

STRUCTURAL INSULATED PANEL ROOF FRAMINGPER STRUCTURAL

1/2" GYP. BD. FINISH AT ALLINTERIOR CEILINGS

WINDOW PER PLANS

5/8" TYPE 'X' GYP. BD. FINISHAT ALL INTERIOR STUDWALLS TYP.

INTERIOR 2x4 @ 16"NON-BEARING FURRINGWALL

3x6 PTDF PLATE PER STRUCTURAL

24 OZ. COPPER 'Z' FLASHING CONT. AT TOPEDGE OF DRAIN BOARD

''MIRADRAIN' DRAIN BOARD

POLYMER MODIFIED ASPHALTWATER PROOFING MEMBRANE

WALL FOOTING PER STRUCTURAL

INSULATE WALL CAVITYWITH R-11 BATTS

2x SOLID BLOCKING ATWALL MID-HEIGHT

STEEL TERMINATOR BAR AT WATERPROOFINGMEMBRANE SET IN SEALANT BEAD OVERBITUTHENE STRIP

26 GA. G.I. DRIP FLASHING

2x RIM JOIST AT S.I.P.

2x6 D.F. FASCIA PAINTED ACCENT COLOR

12

1

24 OZ. COPPER FLASHING WITH DRIP EDGESET IN CONTINUOUS SEALANT BEAD

1/2" EXTERIOR PLY FASCIAPAINTED ACCENT COLOR

5" x 5" COPPER RAIN GUTTER

6 MIL VISQUEEN VAPORBARRIER

FLOOR SLAB PERSTRUCTURAL

2x4 PTDF SILL PLATE W/ 5/32"SHOT PINS TO FLOORSLAB @ 32"

1" DYED CONCRETEFLOORING

4"

1'-0

"5'

-4"

3'-4

"21/

2"

FRENCH DRAIN SET IN 2 CU.FT. PERLINEAL FOOT COARSE GRAVEL WRAPPEDIN GEOTEXTILE FILTER FABRIC. PIPE SHALLHAVE POSITIVE SLOPE TO DAYLIGHT

CONCRETE BLOCK WALL PER STRUCTURAL

CORRUGATED GALVANIZED STEEL ROOFINGOVER TWO LAYERS 15 LB. ROOFING FELT

''MIRADRAIN' DRAIN BOARD

POLYMER MODIFIED ASPHALTWATER PROOFING MEMBRANE

WALL FOOTING PER STRUCTURAL

FLATWORK SLAB WHEREOCCURS

24 OZ. COPPER 'Z' FLASHING CONT. AT TOPEDGE OF DRAIN BOARD

STEEL TERMINATOR BAR AT WATERPROOFINGMEMBRANE SET IN SEALANT BEAD OVERBITUTHENE STRIP

ROOF BEAM BEYOND PER STRUCTURALPAINTED ACCENT COLOR

1/2" EXTERIOR GRADE PLY ATEXPOSED EAVES PAINTEDACCENT COLOR

PLATE BEYOND

TOP OF BLOCK BEYOND

26 GA. G.I. DRIP FLASHING

12

1

1/2" EXTERIOR PLY FASCIA PAINTEDACCENT COLOR

2x6 D.F. FASCIA PAINTED ACCENT COLOR

2x10 SUB-FASCIA PAINTEDACCENT COLOR

5" x 5" COPPER RAIN GUTTER

6"

8'-9

1/4"

ROOF BEAM BEYOND PER STRUCTURALPAINTED ACCENT COLOR

CORRUGATED GALVANIZED STEEL ROOFINGOVER TWO LAYERS 15 LB. ROOFING FELT

STRUCTURAL INSULATED PANELPER STRUCTURAL PLANS

1/2" EXTERIOR GRADE PLYWOODAT EXPOSED EAVES PAINTEDACCENT COLOR

2x10 D.F. BARGE BOARD PAINTEDACCENT COLOR

2x10 S.I.P. RIM JOIST

DBL. 2x TOP PLATE AT S.I.P. WALL

STRUCTURAL INSULATED WALL PANELPER STRUCTURAL PLANS

EXTERIOR SHEATHING PER PLANSOVER 60 MIN. GRADE 'D' PAPER

1/2" GYP. BD. INTERIOR WALL FINISHOVER S.I.P. PANELS

FLATWORK SLAB WHEREOCCURS

2x PTDF SILL PLATE WITHANCHOR BOLTS PER STRUCTURAL

24 OZ. COPPER DRIP FLASHING

FOUNDATION FOOTINGPER STRUCTURAL

1/2" GYP. BD. INTERIOR CEILINGFINISH OVER S.I.P.

12

1

1" DYED CONCRETE FLOORING

W A L L S E C T I O N 01W A L L S E C T I O N 02W A L L S E C T I O N 03

1 1/2" = 1'-0"

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PTDF LEDGER PERSTRUCTURAL

1/2" GYP. BD. INTERIOR CEILINGFINISH OVER S.I.P. FRAMING

1/2" EXTERIOR GRADE PLY ATEXPOSED EAVES PAINTED ACCENTCOLOR

APPROX. 1/4" CEMENT PLASTERPARGING OVER EXPOSEDPORTIONS OF I.C.F. WALL

INSULATED CONCRETE FORM (I.C.F.) WALLPER STRUCTURAL

STRUCTURAL INSULATED PANELPER STRUCTURAL PLANS

CORRUGATED GALVANIZED STEEL ROOFINGOVER TWO LAYERS 15 LB. ROOFING FELT

6 MIL VISQUEENVAPOR BARRIER

26 GA. G.I. 'Z' BAR FLASHING

26 GA. G.I. 'L' FLASHING

FLATWORK SLABWHERE OCCURS

WALL FOOTING PER STRUCTURAL

FLOOR SLAB PER STRUCTURAL

1" DYED CONCRETEFLOORING

FLATWORK SLAB

DOOR PER PLANS

CORRUGATED GALVANIZED STEEL ROOFINGOVER TWO LAYERS 15 LB. ROOFING FELT

STRUCTURAL INSULATED PANELPER STRUCTURAL PLANS

6 MIL VISQUEEN VAPOR BARRIER

FOUNDATION FOOTING PERSTRUCTURAL

2x S.I.P. RIM JOIST

1/2" GYP. BD. INTERIOR CEILING FINISHOVER S.I.P. ROOF PANELS

WINDOW PER PLANS

24 OZ. COPPER DRIP FLASHING

ROOF BEAM PER STRUCTURALBEYOND

2x10 FASCIA PAINTED ACCENT COLOR

1/2" EXTERIOR PLY FASCIAPAINTED ACCENT COLOR

2x10 SUB-FASCIA PAINTEDACCENT COLOR

2x6 FASCIA PAINTEDACCENT COLOR

24 OZ. COPPER DRIPFLASHING

1/2" EXTERIOR GRADEPLYWOOD AT EXPOSEDEAVES PAINTEDACCENT COLOR

2x4 EAVE JOISTS @ 24"

FLOOR SLAB PER STRUCTURAL

1" DYED CONCRETE FLOORING

1 1/2" = 1'-0"

W A L L S E C T I O N 04W A L L S E C T I O N 05

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8'-1" CLG. 8'-1" CLG.

SLOPED CLG.

SLOPED CLG.

SLOPED CLG.

SLOPED CLG.7'-9"CLG.

@ CLO.

SLOPED CLG.

SLOPED CLG.

1/4" = 1'-0"

NORTH

F L O O R F I N I S H P L A N

R E F L E C T E D C E I L I N G P L A N

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1/2" = 1'-0"

O F F I C E / L I V I N G R O O M

K I T C H E N

M A S T E R B A T H M A S T E R B A T H / B E D R O O M

G U E S T R O O M G U E S T B A T H

NORTH

NORTH

EASTEAST

EAST SOUTH

WEST

WEST

WEST

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HEATER

OVEN

REFR.

DRIER

FIRE BBQ

WTR.HTR.

HEATER

WTR.HTR.

+42" +42"

+48"

+48"

+48"+48"

+48"

+48"

+48"

+42"

F

F

R

F

SD

SD

F

+54"+54"

TV

TV

M200 AMP MAIN

PANEL

RECESSED

WP

GUEST ROOMSUB-PANEL

SD

F

F

E

E

+60"

+60"

F

E

+78"

+42"

F F

+42"

WP

R RECESSED CEILING FIXTURE

SURFACE MOUNTED WALL FIXTURE

F

SURFACE MOUNTED CEILING FIXTURE

J JUNCTION BOX

WP

DUPLEX OUTLET

WEATHER PROOF DUPLEX OUTLET WITH G.F.I.

1/2 SWITCHED DUPLEX OUTLET

DUPLEX OUTLET WITH GROUND FAULT INTERUPTER

CEILING EXHAUST FAN - SHALL PROVIDE MIN. 5 AIRCHANGES PER HOUR WITH DUCT TO OUTSIDE AIR

SURFACE MOUNTED FLOURESCENT CEILING FIXTUREMIN. 40 LUMENS PER WATT

CH

E

TV

PB

DOOR CHIME

PUSH BUTTON SWITCH

CABLE MODEM JACK

CABLE TELEVISION JACK

FG

HB

M

SD

HOSE BIBB WITH ANTI-SIPHON DEVICE

ELECTRICAL METER LOCATION

FIREPLACE GAS KEY VALVE

FUEL GAS VALVE

SMOKE DETECTOR TIED TO HOUSE WIRING

WALL MOUNTED TELEPHONE JACK

3-WAY SWITCH

2-POLE SWITCH

2 GANG SWITCH

125 / 220 VOLT SINGLE OUTLET

E L E C T R I C A L L A Y O U T P L A N

G A S P I P I N G P L A N

SYMBOL LEGEND

ADDITIONAL NOTES

ADDITIONAL NOTESA. SEE SHEETS G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BYA MINIMUM OF (1) 20 AMP CIRCUIT. THIS CIRCUIT MAY HAVENO OTHER OUTLETS. THIS CIRCUIT MAY SERVEMORE THAN ONE BATHROOM

C. FIREPLACES WITH GAS LOG LIGHTERS ARE REQUIRED TO HAVETHE FLUE DAMPER PERMANENTLY FIXED IN THE 'OPEN'POSITION. FIREPLACES WITH LP LOG LIGHTERS SHALL HAVENO 'PITS' OR 'SUMPS' OR SIMILAR LOCATIONS WHERE GASMIGHT COLLECT

D. DISCHARGE POINT FOR EXHAUST AIR DUCTS SHALL BE AT LEAST3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTOOCCUPIED PORTIONS OF THE BUILDING.

E. USE APPROVED RAIN-TIGHT EQUIPMENT IN EXPOSED AREASOUTSIDE OF BUILDING

F. NEUTRAL CONDUCTORS No.6 AND SMALLER REQUIRE WHITEOR NATURAL GRAY INSULATION. CONDUCTORS No.4 ORLARGER MAY BE IDENTIFIED WHERE TERMINATING INENCLOSURES WITH A WHITE OR GRAY COLOR PAINT OR TAPE

G. WHEN THE WHITE WIRE IN NONMETALLIC SHEATHED CABLE ISUSED AS A HOT WIRE, AS IN A 240 VOLT CIRCUIT, IDNETIFY THECONDUCTOR RED OR BLACK WHERE IT IS VISIBLE.

H. ALL WIRING SHALL BE MINIMUM 12 GA. COPPER

I. INSTALL AT LEAST TWO SMALL APPLIANCE CIRCUITS RATED AT20 AMPERES EACH IN THE KITCHEN / DINING AREA

J. PROVIDE SEPERATE CIRCUITS FOR GARBAGE DISPOSALS, TRASHCOMPACTORS AND DISHWASHERS. 20 AMPERE MIN. EACH

K. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE15 AND 20 AMPERE RECEPTACLE OUTLETS IN BEDROOMS AREREQUIRED TO BE PROTECTED BY AN ARC-FAULT CIRCUITINTERRUPTER (AFCI) TYPE CIRCUIT BREAKER

L. PROVIDE SEPERATE 20 AMPERE CIRCUITS FOR LAUNDRY ANDBATHROOM RECEPTACLE OUTLETS. IF ONLY ONE RECEPTACLEIN CIRCUIT, IT MUST BE 20 AMP RATED

M. FOR MAIN CIRCUIT BREAKERS 200 AMPERES AND SMALLER,INSTALL BREAKERS WITH A 10,000 AMPERE INTERRUPTINGCAPACITY

N. SERVICE CONDUIT SHALL BE MINMUM 1 1/4" RIGID STEEL.INSTALL THE SERVICE CONDUIT OR OTHER POINT OFATTACHMENT SO THAT THE SERVICE DROP WILL BE AT LEAST12 FEET ABOVE ANY RESIDENTIAL YARD OR DRIVEWAY

O. INSTALL THE SERVICE CONDUCTORS AT LEAST 18 INCHESBEYOND THE WEATHER HEAD AND IDENTIFY THE NEUTRALCONDUCTOR WHITE OR GRAY

P. MOUNT THE SERVICE SO THE CENTER OF THE METER SOCKETIS BETWEEN 48 AND 75 INCHES ABOVE GRADE

A. SEE SHEETS G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. MINIMUM 3/4" PIPING REQUIRED FOR RANGE GAS SUPPLY

C. VENTED WALL HEATERS SHALL BE EQUIPPED WITH ANAPPROVED TYPE 'BW' VENT

D. LIQUEFIED PETROLEUM GAS FIRED APPLIANCES, EXCEPT RANGE-TOP BURNERS, SHALL BE CAPABLE OF AUTOMATICALYSHUTTING OF THE GAS TO THE PILOT AND MAIN BURNER INTHE EVENT OF IGNITION FAILURE

E. INSTALL A SHUT-OFF VALVE FOR EACH APPLIANCE, AHEAD OFTHE UNION OR LISTED METAL APPLIANCE CONNECTOR. VALVESHALL WITHIN 3 FEET OF THE APPLIANCE

F. USE FACTORY WRAPPED OR COATED GAS PIPING INUNDERGROUND LOCATIONS WITH PRIMER AND APPROVED TAPEON ALL JOINTS

G. GAS PIPING MAY NOT BE EMBEDDED IN ANY KIND OF MASONRYOR CONCRETE OR BE INSTALLED UNDER A SLAB FLOOR

H. LOCATE ANY EXPOSED GAS PIPING MIN. 6 INCHES ABOVE GRADE

I. METALLIC GAS PIPING IN UNDERGROUND LOCATIONS SHALLBE BURIED MIN. 12 INCHES BELOW GRADE

J. WHERE UNIONS ARE NECESSARY, USE 'RIGHT AND LEFT'NIPPLES AND COUPLINGS. BUSHINGS SHALL NOT BE USED INCONCEALED LOCATIONS

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H.B.

SHWR.VALVE

SHWR.VALVE

LAV.

LAV. LAV.TUB

W.C.

W.C.W.C.

SINK

REFR.

WASHER

3/4"

1"1"

VALVEBOX

VALVEBOX

3/4"

PROVIDEVALVE AFTER

METER

3/4"RISER

1/2"1/2"

1/2"

3/4"

RISER

3/4""

1/2"

1/2"

1/2"

3/4"

3/4"

3/4""

1/2"

1/2"

1/2"1/2"

3/4" WATERHTR.

LAV.

LAV.

WATERHTR.

2" 2" GREY WASTE

2"

2"

1 1/

2"

1 1/

2"

1 1/2"1 1/2"

C.O.

2"

LOOPVENT

C.O.

C.O.

TO SEPTIC TANK

1 1/

2"

C.O.

C.O.

1 1/2" VENT

2"

2" GREY WASTE

2"

4"4"

4"

4" BLACK WASTE 4" 4"

4"4"

4" BLACK WASTE

2"

2"

1 1/2"VTR

1 1/2"

VTR

1 1/2"

VTR1 1/2"

VTR

2"VTR

1 1/2"

VTR

1 1/2"

VTR

2"VTR

D W V P I P I N G P L A N

W A T E R P I P I N G P L A N

ADDITIONAL NOTES

ADDITIONAL NOTES

A. SEE SHEETS G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. USE TYPE 'M' COPPER TUBING WATER PIPING FOR INSTALLATIONSABOVE THE FLOOR AND FOR OUTDOOR, IN GROUND LOCATIONS

C. FOR JOINTLESS INSTALLATIONS UNDER A SLAB FLOOR, TYPE 'L'COPPER MAY BE USED

D. WATER PIPING MAY NOT BE EMBEDDED IN THE FOUNDATION

E. IN GROUND WATER PIPING SHALL BE BEDDED IN IN A ROCK-FREETRENCH TO PREVENT DAMAGE TO PIPES

F. IN GROUND WATER PIPING SHALL BE BURIED 12 INCHES MINIMUM

G. WATER HEATERS SHALL BE PROVIDED WITH AN APPROVEDCOMBINATION PRESSURE AND TEMPERATURE RELIEF VALVEWHICH IS ADEQUATELY SIZED AND SET TO RELIEVE AT NOT MORETHAN 150 P.S.I. DRAIN OUTLET SHALL BE PROVIDED WITH PIPINGTO EXTERIOR AND OUTLET SHALL BE 6 TO 24 INCHES ABOVEGRADE. OUTLET SHALL POINT DOWNWARDS AND HAVE NOTRAPS IN THE OR THREADS ON THE END OF THE PIPE

A. SEE SHEETS G2 FOR GENERAL NOTES AND SPECIFICATIONS

B. SOIL AND WASTE LINES SHALL HAVE A MINIMUM 1/4 INCH TOTHE FOOT FALL

C. ALL MATERIALS SHALL BE PVC OR ABS DWV

D. PVC OR ABS VENTS PROJECTING THROUGH ROOF SHALLBE PAINTED WITH VINYL PAINT TO MATCH ROOF FINISHAT PROJECTION

E. ALL PIPING IN THE GROUND SHALL BE LAID IN A FIRM SOILBED. DO NOT PLACE PIPING INTO OR EMBED IN CONCRETE ORMASONRY WALLS OR FOOTINGS

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BA 5

BA 5

CA 5

CA 5

AA 5

AA 5

GA 5

GA 5

FA 5

FA 5

EA 5

EA 5

DA 5

DA 5

124'-0"

44'-0" 80'-0"

12'-0" 34'-0" 78'-0"

124'-0"

7'-51/8"

7/8"

12'-9

7/8"

111/

8"

10 3/8"

24'-1 5/8"

97/8

"

1'-1

1"

29'-5

"

1'-1 7/8"

8'-10 1/8"

71/2"

7'-8

7/8"

18'-1

3/8"

2'-1

11/4"

8"

2'-27/8" 6'-33/4" 14'-75/8" 20'-95/8" 19'-91/4" 7'-0" 21'-33/8" 3'-91/4" 28'-21/8"

42.00° 52.00°

36.00°48.00°

19.00°40.50°

27.50°

22.00°

9.50°

CONTROLPOINT

SECONDARYVERTEX

PROVIDE No.4 x 20'COPPER UFER

GROUND INFOOTING CONST.

15.75°

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

12'-4

3/8"

1'-9 1/4"

9'-5 3/4"

31'-0

"71/

2"4'

-111/

2"1'

-33/

4"

20'-4"

71/2"

91/4"

4'-2

1/4"

3'-1

07/8"

2'-9

1/4"

8'-2

"8'

-113/

4"

18'-2" 8'-6" 5'-4"

12.00°

21.00°

18.50°

WS03A 6

WS04A 7

WS05A 7

WS01A 6

WS02A 6

1/4" = 1'-0"

NORTH

F O U N D A T I O N P L A N

ADDITIONAL NOTES

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BA 5

BA 5

CA 5

CA 5

AA 5

AA 5

GA 5

GA 5

FA 5

FA 5

EA 5

EA 5

DA 5

DA 5

WS03A 6

WS04A 7

WS05A 7

WS01A 6

WS02A 6

1/4" = 1'-0"

ADDITIONAL NOTES

R O O F F R A M I N G P L A NNORTH

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08S 4

08S 4

10S 4

10S 4 14

S 4

14S 4 13

S 4

13S 4

09S 4

09S 4

12S 4

12S 4

11S 4

11S 4

10'-6

7/8"

4'-5

1/8"

15'-0

"

10'-9

5/8"

4'-2

3/8"

7"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

15'-0

"

10'-8

1/8"

4'-3

7/8"

7"

10'-5

3/8"

4'-6

5/8"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

7"

10'-0

"

8'-6

1/2"

1'-5

1/2"

8'-3

7/8"

1'-8

1/8"

8'-1

3/8"

1'-1

05/8"

8'-1

7/8"

1'-1

01/8"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

7"

12'-6

"

10'-5

1/4"

2'-0

3/4"

9'-2

3/8"

3'-3

5/8"

9'-4

1/2"

3'-1

1/2"

8'-1

5/8"

4'-4

3/8"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

7"

13'-9

"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"

10'-7

1/4"

3'-1

3/4"

11'-4

5/8"

2'-4

3/8"

12'-6

"

11'-1

7/8"

1'-4

1/8"

7"

9'-5

5/8"

3'-0

3/8"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

11'-3

"

9'-7

"1'

-8"

7"

8'-1

15/8"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"1'

-3"

1'-3

"

1/4" = 1'-0" U.N.O.

1/8" = 1'-0"R A S T R A P A N E L K E Y P L A N

PANEL LINE 08 PANEL LINE 09 PANEL LINE 10 PANEL LINE 11 PANEL LINE 12 PANEL LINE 13 PANEL LINE 14

ADDITIONAL NOTESA. SEE SHEETS S1 FOR GENERAL NOTES AND SPECIFICATIONS

B. MANUFACTURED INSULATED PANELS SHALL BE BY"RASTRA PANEL SYSTEM" ICBO ER-4203

C. ALL PANELS SHALL BE 6" DIAMETER CONCRETE COREUNLESS NOTED OTHERWISE

D. GROUT ALL CELLS SOLID

E. PLACEMENT OF CONCRETE IN THE CORES MUST BEACCOMPLISHED IN ACCORDANCE WITH SECTION 1905 UBC

F. CEMENT FOR CONCRETE INFILL SHALL BE ASTM C150,TYPE II, LOW ALKALI

G. CONCRETE INFILL SHALL BE ASTM C476, fc 3,000 P.S.I.AT 28 DAYS

H. PANELS MAY BE ERECTED VERTICAL OR HORIZONTALWITH ALL HORIZONTAL AND VERTICAL CAVITIES ALIGNED

J. PANELS SHALL BE ADEQUATELY BRACED TO RESISTLATERAL DURING POURING OF CONCRETE

K. PROVIDE FULL EMBEDMENT PER PLANS OF ANCHOR BOLTSAND INSERTS INTO THE CONCRETE CORES

L. WOOD MEMBERS FOR PLATES, LEDGERS AND WINDOWBUCKS SHALL BE PTDF AND MUST COMPLY WITH SECTIONS2316 AND 2317 OF THE UBC

JOB NAME:

SCALE:

DATE:

REVISIONS:

5/4/2006

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9'-5" 71/2"

1'-7" 6'-3" 6'-3" 6'-3" 5'-111/2" 5'-71/2"7'-93/4" 7'-8" 6'-5" 5'-6" 6'-5" 6'-51/4" 6'-53/4" 5'-71/2" 6'-71/8"

CONVENTIONALY FRAMEDEAVE

CONVENTIONALY FRAMEDEAVE

CONVENTIONALY FRAMEDEAVE

CONVENTIONALY FRAMEDENTRY ROOF

CONVENTIONALY FRAMEDEAVE

CONVENTIONALYFRAMED

EAVE

1/4" = 1'-0" U.N.O.

1/8" = 1'-0"

R O O F P A N E L L A Y O U TVERTICAL PLAN VIEW PROJECTION - TRUE DIMENSIONS PARALLEL TO PITCH SLIGHTLY GREATER THAN SHOWN

PANEL LINE 01 PANEL LINE 02 PANEL LINE 03 PANEL LINE 04 PANEL LINE 05

PANEL LINE 06 PANEL LINE 07

BREEZEWAY

S . I . P . W A L L P A N E L K E Y P L A NPANEL LINE 08