Construction Documents by Chisom Okwulehie

TEAM USC

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

PROJECT INFORMATION

DESIGN NARRATIVE

PROJECT NAME:

fluxHome™

LOCATION:

ORANGE COUNTY GREAT PARK (OCGP) IRVINE, CA

OCCUPANCY:

RESIDENTIAL

CONSTRUCTION TYPE:

TYPE V

BUILDING DESCRIPTION:

SINGLE STORY DWELLING

MAX BUILDING HEIGHT:

18'

DESIGN TEAM:

UNIVERSITY OF SOUTHERN CALIFORNIA SCHOOL OF ARCHITECTURE WATT HALL, SUITE 204 LOS ANGELES, CALIFORNIA 90089-0291

CO-PROJECT MANAGER:

fluxHome™

DESIGN PHILOSOPHY

FEATURES

TECHNOLOGIES

MARKET STRATEGY

USC’s fluxHome™ is an innovative and affordable model for sustainable living incorporating off-the-shelf elements with digital fabrication technology to produce a net-zero dwelling prototype for the 21st century. Drawing upon regional precedents such as the courtyard or patio house and craftsman bungalow as well as new smart home technologies, fluxHome™ embraces the idea of change while reflecting the diverse social, cultural and environmental landscape of Southern California.

fluxHome’s™ design is motivated by a combination of cultural, environmental and economic factors. With a climate that averages 300 days of sun per year, Southern California’s environment is characterized by the distinctive and pervasive qualities of its sunlight and moderate temperatures as well as the diversity of its ecologies and microclimates. fluxHome™ celebrates this by reimagining the tract house as a transformable environment. Instead of a generic stucco box, fluxHome™ has a thermally-responsive envelope and aperture system that can easily be opened and closed according to the weather and time of day, modulating sunlight and air and providing various degrees of shade and privacy. With fluxHome™, the typical suburban lot consisting of front lawn, side yard and backyard are reconceived as courtyard, veranda, and porch and integrated with the interior space, resulting in a home that seamlessly merges indoor and outdoors—the suburban tract house turned inside out.

Some of the unique features of fluxHome™ include:

fluxHome™ employs an array of innovative technologies including:

• A compact, efficient building mass and envelope system to minimize solar heat gain and maximize natural ventilation;

• A centralized air and light chimney that modulates and optimizes available light, and, works as a plenum for passive cooling and ventilation;

While the initial user profile is based on a family of four, fluxHome™ is designed with flexibility and adaptability in mind. Various demographics and living scenarios including young couples, single parents with children, extended families, roommates and live-work arrangements can easily be accommodated. Designed as a viable alternative to the suburban tract house with affordability and energy efficiency as a focus, fluxHome™ can be configured as a starter home for a young couple or outfitted to suit the needs of an extended family.

JUSTIN KANG

• Mass customized prefabricated elements that are produced using digital and analog fabrication technology; • An open floor plan with courtyards, verandas and a sleeping porch that seamlessly integrate outdoor space with the interior environment; • A hyper-efficient bathroom environment that can be used by more than one family member at a time.

• An innovative heat pump package that provides heating, cooling and domestic water heating in one product, thereby maximizing energy efficiency while minimizing the potential for ozone depletion and global warming;

MARK

• A thermally-responsive PerfSkin® rain screen facade system that regulates heat gain through passive cooling and low emissivity; • An intuitive user interface that monitors passive and active energy systems and can be controlled with an iPad or smart phone.

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

As a model for smart growth and sustainable development, fluxHome™ combines a compact efficient form and open flexible floor plan with mass customized prefabricated elements, making it an ideal and affordable starter home that can grow or change according to the user’s needs.

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• An aperture system consisting of retractable skylights, operable windows, light shelves and baffles and, sliding and folding window walls that permit inhabitants to easily regulate sunlight, air and privacy;

8/20/2013

SHEET TITLE

PROJECT COVER SHEET

G-001 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

WWW.SOLARDECATHLON.GOV

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

ABBREVIATIONS

ALTERNATING CURRENT ACCESSORY ACOUSTIC(AL) ADJUSTABLE ARC FAULT CIRCUIT INTERRUPTER ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED ARCHITECT(URAL) AUTOMATIC AVERAGE AMERICAN WIRE GAUGE AND BOARD BUILDING BLOCKING BOLLARD BOTTOM BLURAY PLAYER BROADLOOM BUILT UP COLD CABINET COMPRESSIBLE DUCT CEMENT(ITIOUS) CERAMIC CEILING CONCRETE MASONRY UNIT COLUMN EQ. COILING CONCRETE CONSTRUCTION CONNECTION CONTINUOUS(ATION) CONTRACT(OR) COORDINATE COVER CARPET CABINET RACK CENTER COLD WATER DOUBLE DIRECT CURRENT DEPARTMENT DETAIL DOMESTIC HOT WATER DIAMETER DIFFUSER DIMENSION DISPENSER DOWN DOLLAR (US CURRENCY) DOOR DRAIN DOWNSPOUT DISHWASHER DRAWING DRAWER DRINKING WATER SUPPLY EACH EXHAUST FAN ELEVATION ELASTOMERIC ELECTRICAL EMBEDD(ED)(ING) ELECTRICAL METALLIC TUBING EQUAL EQUIPMENT ENERGY RECOVERY VENTILATOR EXISTING EXPANSION JOINT EXPOSE(D) EXTERIOR FABRICATION FACE OF FINISH FACE OF STUD FAN COIL UNIT FLOOR DRAIN FIRE EXTINGUISHER FINISH FIRE RATING FIXED FIXTURE FLOOR

FL FLR. FLASH. FLDG. FT. FTG. FURN. GAL GALV. GA GFCI GFRC GFRG GFRP GL. GR. GND. GYP. H HD. HDWD. HDWE. HEX H.M. H.P. HT. HVAC HW IIC INFO INSTRUM. INSUL. INTLK. INT. INFILTR. K KIT. kW LAV. LT. LVLG. LVR. MAC MAX. MFD. MFR. MATL. MECH. MEMB. MEZZ. MIN. MISC. MLWK. MTL. MOIST MPPT MTD. NIC NO. NOCT NPT N. NR NTS ORNA. O/ OA. OVFL. OVHD OC OPNG. OPP. OPR. PTN. P PC PED. PBD PI PM

FLANGE FLOORING FLASHING FOLDING. FOOT OR FEET FOOTING FURNITURE GALLON GALVANIZED GLASS GAUGE GROUND FAULT CIRCUIT INTERRUPTER GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTER GLASS GRADE(ING) GROUND GYPSUM HOT HEAD HARDWOOD HARDWARE HEAT EXCHANGER HOLLOW METAL HEAT PUMP HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING HOT WATER IMPACT INSULATION CLASS INFORMATION INSTRUMENT(ATION) INSULATION INTERLOCK(ING) INTERIOR INFILTRATION KELVIN KITCHEN KILOWATT LAVATORY LIGHT LEVELING LOUVER MACINTOSH MINI MAXIMUM MANUFACTURED MANUFACTURER MATERIAL MECHANICAL MEMBRANE MEZZANINE MINIMUM MISCELLANEOUS MILLWORK METAL MOISTURE MAXIMUM POWER POINT TRACKER MOUNTED NOT IN CONTRACT NUMBER NORMAL OPERATING CELL TEMPERATURE NATIONAL PIPE THREAD NEW NPT REDUCER NOT TO SCALE ORNAMENTAL OVER OVERALL S.F. OVERFLOW OVERHEAD ON CENTER OPENING OPPOSITE OPERABLE PARTITION PROJECTOR COPPER FITTING PEDESTRIAN PARTICAL BOARD PIPING INSULATION PROJECTOR MOUNT

PNF PNL. PNM P.LAM PLY. PLAS. PLSTC. POLYST. PORT. PREFIN PREFAB PSM PVC PX RAD. RD. R.W.L. REFL. REF. REFR. REQD. RESIS REINF. RFG. RFL RD. RL. RM. RNG. R.O. S SC SCR. SCHED. SECUR. SECT. S.S.D. SHORG. SGL SIM S.F. SF SP SST STC STD. STL. STOR. STRUCT. SURF. SUSP. SW SYS. TEMP. THWN

HEX-NPT FEMALE ADAPTER PANEL HEX-NPT MALE ADAPTER PLASTIC LAMINATE PLYWOOD PLASTER PLASTIC POLYSTYRENE PORTABLE PREFINISHED PREFABRICATED PROJECTION SCREEN AND MOTOR POLYVINYL CHLORIDE HEX WATER PIPING RADIUS REFRIGERANT DISCHARGE RAIN WATER LEADER REFLECTED REFERENCE REFRIGERATOR REQUIRED RESIST(ANT)(IVE) REINFORCE(D)(ING)(MENT) ROOFING REFRIGERANT LINE SET ROOF DRAIN REFRIGERANT LIQUID ROOM RANGE ROUGH OPENING SOLENOID SOLAR COLLECTOR SCRIBE SCHEDULE SECURITY SECTION SEE STRUCTURAL DRAWINGS SHORING SINGLE SIMILAR SQUARE FOOT (FEET) SPRINKLER FOOTINGS SPEAKERS STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SURFACE SUSPENDED SPRINKLER SYSTEM SYSTEM TEMPERED THERMOPLASTIC HIGH WATER RESISTANT NYLON COATED TL THERMOCOUPLE DATA LOGGER TLT. TOILET TSTAT THERMOSTAT T&G TONGUE AND GROOVE TRTD. TREATED TS TEMPERATURE SENSOR TT THERMAL TANK TT-1 THERMAL STORAGE TANK TV TELEVISION TYP. TYPICAL UNDRLAY. UNDERLAYMENT UTIL. UTILITY UNO UNLESS NOTED OTHERWISE V VALVE VEH. VEHICLE VERT. VERTICAL VIF VERIFY IN FIELD VOC VOLATILE ORGANIC COMPOUND W WATTS W/ WITH W.C. WATER CLOSET WD. WOOD W/D WASHER/DRYER WDW WINDOW WHF WHOLE HOUSE FAN W/O WITHOUT WT. WEIGHT WP. WATER PROOF WP WATER PUMP WR WIFI ROUTER

SHEET INDEX SHEET NUMBER

SHEET NAME

G-001 G-002 G-003 G-004 G-101 G-201 G-301 G-302 G-401 G-501

PROJECT COVER SHEET ABBREVIATIONS & SHEET INDEX GENERAL NOTES SYMBOLS AND LEGENDS FINISHED SQUARE FOOTAGE COMPLIANCE PLAN SITE MAP EGRESS PLAN ADA TOUR ROUTE COMPLIANCE PLAN SOLAR ENVELOPE COMPLIANCE ELEVATIONS SHADING DIAGRAMS

H-101

LIQUID LOCATION & SPILL CONTAIN. PLAN

F-101 F-102 F-103

FIRE SUPPRESSION NOTES FIRE DETECTION AND SUPPRESSION FIRE SPRIKLER COVERAGE

S-001 S-002 S-003 S-004 S-101 S-201 S-202 S-203 S-204 S-301 S-302 S-303 S-401 S-401B S-401C S-601 S-602 S-603 S-604 S-605 S-700 S-701 S-702 S-702B S-702C S-702D S-703 S-704 S-705 S-706

GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES FOUNDATION PLAN FIRST FLOOR FRAMING PLAN FLOOR SHEATHING DIAPHRAGM ISOMETRIC FLOOR ISOMETRIC BLDG STRUCTURE FRAMING ROOF FRAMING PLAN ROOF SHEATHING DIAPHRAGM ISOMETRIC ROOF SHEAR WALLS POSTS AND COLUMNS BOTTOM PLATE BOLT LAYOUT RCP BOLT LAYOUT LOCATION FRAMING ELEVATIONS FRAMING ELEVATIONS WALL SHEATHING DIAPHRAGM WALL SHEATHING DIAPHRAGM BOLT LAYOUT @ SPLIT LINE TYP. PLATE DETAILS FLOOR DETAILS FLOOR DETAILS ENLARGED BATHROOM FLOOR FRAMING FLOOR DETAILS SHOWER TUB FRAMING SHEAR WALL NAILING DETAILS ROOF DETAILS ENLARGED SKYLIGHT FRAMING FRAMING SCHEDULES

A-101 A-111 A-113 A-121 A-201 A-202 A-211 A-212 A-213 A-214 A-215 A-216 A-301 A-302 A-311 A-312 A-313 A-314 A-315 A-316 A-317 A-318 A-319 A-320 A-321

SITE PLAN FLOOR PLAN ROOF PLAN REFLECTED CEILING PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ENLARGED PLANS AND ELEVATIONS - LIVING ROOM ENLARGED PLANS AND ELEVATIONS - KITCHEN ENLARGED PLANS AND ELEVATIONS BATHROOM/MECH ENLARGED PLANS AND ELEVATIONS BATHROOM/MECH ENLARGED PLANS AND ELEVATIONS - BEDROOM #2 ENLARGED PLANS AND ELEVATIONS - BEDROOM #1 BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS LIGHTING DETAILS DOOR AND WINDOW DETAILS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:47:19 PM

A-323 A-324 A-325 A-326 A-327 A-328 A-401 A-402 A-501 A-600 A-601 A-711

SLIDING DOOR DETAILS MECH. DOOR DETAILS INTERIOR SLIDING DOOR DETAILS POCKET DOOR DETAILS BI-FOLD DOOR DETAILS DETAILS CLADDING DETAILS CLADDING DETAILS SHIMMING METHODS WINDOW/ DOOR SCHEDULE APPLIANCE AND ROOM FINISH SCHEDULE SUPPLY WATER TANK

L-101 L-102 L-200 L-201 L-300

LANDSCAPE SITE PLAN ENLARGED LANDSCAPE PLAN GREENWALL WALL SECTION GREENWALL ELEVATIONS GREENWALL EXPLODED AXON

P-101 P-102 P-103 P-104 P-105 P-601

PLUMBING FIXTURE AND EQUIPMENT PLAN DOMESTIC WATER SUPPLY DRAIN LINE PLAN RAINWATER DRAINAGE GRAY WATER REUSE PLUMBING SCHEDULE

M-101 M-102 M-601 M-602

MECHANICAL RCP MECHANICAL DISTRIBUTION PLAN MECHANICAL SCHEMATIC DESIGN MECHANICAL SCHEDULE

E-001 E-101 E-102 E-103 E-104 E-105 E-106 E-302 E-302B E-601 E-602 E-603

NOTES AND SYMBOLS MICRO-GRID INTERCONNECTION PLAN ELECTIRCAL COMP. / EQU. PLAN RECEPTACLE PLAN LIGHTING PLAN PV ARRAY PLAN PV CONDUIT PLAN ELECTRICAL CLOSET SECTION MECHANICAL CLOSET RCP ONE LINE ELECTRICAL DIAGRAM THREE-LINE DIAGRAM PANEL BOARD SCHEDULE

T-102 T-103 T-104 T-105

TELECOM. WIRING PLAN A/V CONTROL DETAILS

O-101 O-102 O-111

OPERATIONAL SITE EQUIP. & TRUCK ROUTE ASSEMBLY SEQUENCE WATER DELIVERY & REMOVAL

Z-101 Z-102 Z-103 Z-104 Z-105 Z-106 Z-107 Z-108 Z-109 Z-110 Z-111 Z-112 Z-113 Z-114 Z-115 Z-116 Z-201 Z-202 Z-203 Z-209 Z-210 Z-301 Z-302 Z-401 Z-402 Z-403

KITCHEN ISLAND CABINET KITCHEN CABINET KITCHEN CABINET LAVATORY CABINET BEDROOM #2 BED BEDROOM # 2 BED SIDE CABINETS BEDROOM #1 CLOSET BEDROOM # 1 CLOSET BEDROOM #2 CLOSET BEDROOM #2 CLOSET ENTERTAINMENT CABINET ENTERTAINMENT CABINET ENTERTAINMENT CABINET BEDROOM CABINET BIFOLD WINDOW SHADE BIFOLD WINDOW SHADE 2 ENLARGED ISLAND COUNTERTOP ENLARGED KITCHEN COUNTERTOP LAVATORY COUNTERTOP PORCH DECKING LAYOUT CEMENT BOARD LAYOUT EXTERIOR CLADDING ELEVATIONS EXTERIOR CLADDING ELEVATIONS GREENWALL METAL FRAMING GREENWALL METAL FRAMING GREENWALL METAL FRAMING

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

ABBREVIATIONS & SHEET INDEX

G-002

PRODUCED BY AN AUTODESK STUDENT PRODUCT

AC ACCES. ACOUS. ADJ. AFCI AFF ALUM. ALT. ANOD. ARCH. AUTO. AVG. AWG. & BD. BLDG. BLKG BOLLD BOT. BP BRDLM B.U. C CAB. CD CEM. CER. CLG. CMU COL. COILG CONC. CONSTR. CONN. CONT. CONTR. COORD. COV. CPT CR CTR. CW DBL DC DEPT. DTL. DHW DIA. DIFF. DIM. DISP. DN. $ DR. DRN. DS. DW DWG. DWR. DWS EA. EF ELEV. ELAST. ELEC. EMBED EMT EQ. EQUIP. ERV EXIST. EXP JT. EXPS. EXT. FAB. FOF FOS FCU. F.D. F.E. FIN. F.R. FXD. FXTR. FL.

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

STRUCTURAL GENERAL NOTES 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. CONTRACTOR SHALL FOLLOW DRAWING DIMENSIONS. DRAWINGS SHALL NOT BE SCALED. IN CASE OF CONFLICT, DIMENSIONS ON ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER STRUCTURAL DRAWINGS. 4. NOTES & DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL DETAILS. WHERE NOTES & DETAILS ON DRAWINGS & THESE GENERAL NOTES & TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY.

6. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 7. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE & LOCATION OF ALL DOOR & WINDOW OPENINGS B. SIZE & LOCATION OF ALL NON-BEARING PARTITIONS C. SIZE & LOCATIONS OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE & LOCATION OF ALL FLOOR & ROOF OPENINGS STAIR FRAMING & DETAILS. E. DIMENSIONS NOT SHOWN OF STRUCTURAL DRAWINGS. C

8. SEE MECHANICAL, PLUMBING & ELECTRICAL OR VENDOR DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES. HANGERS, TRENCHES, WALL, ROOF & FLOOROPENINGS, ETC, NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS & SLABS. C. ANCHORAGE & BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBINGEQUIPMENT. D. ANCHOR BOLTS FOR MOTOR MOUNTS. E. SIZE & LOCATION OF MACHINE & EQUIPMENT BASES. 9. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

10. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 11. SPECIFICATIONS, CODES & STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION UNLESS NOTED OTHERWISE (U.N.O.). 12. CONSTRUCTION MATERIALS SHALL BE PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING & OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED

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13. FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR WEST COAST LUMBER INSPECTIONS BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. MOISTURE CONTENT SHALL NOT EXCEED 19%.

MACHINE NAILING: USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT & THE APPROVAL OF THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER & THE ENFORCEMENT AGENCY.

WIND BASIC WIND SPEED ( 3-MILE GUEST) = 85 mph WIND IMPORTANCE FACTOR, I = 1 WIND EXPOSURE = 18.6 psi DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING= 18.2 psi

THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING IS NOT ALLOWED FOR 5/16 INCH PLYWOOD. IF THE NAIL HEADS PENETRATE THE OUTER PLY MORE THAN NORMAL FOR A HAND HELD HAMMER, OR IF THE MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY & MACHINE NAILING SHALL BE DISCONTINUED. UNLESS SPECIFICALLY SHOWN 0N THESE PLANS NO STRUCTURAL MEMBER SHALL BE CUT, NEITHER DRILLED NOR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER.

GRAVITY LIVE LOADING

6. 7.

BASE VALUES FOR DIMENSION LUMBER MEMBER Fb (PSI) Fv (PSI) E (PSI) Fc11 (PSI) SPECIES AND GRADE JOISTS 900 180 1,600,000 1350 DOUG FIR, ARCH #2 BEAMS 4X MEMBERS 1000 170 1,700,000 1500 DOUG FIR, ARCH #1 6X MEMBERS 1350 170 1,600,000 925 DOUG FIR, ARCH #1 POSTS 4X MEMBERS 1000 170 1,700,000 1500 DOUG FIR, ARCH #1 6X MEMBERS 1200 170 1,600,000 1000 DOUG FIR, ARCH #1 STUDS 900 180 1,600,000 1350 DOUG FIR, ARCH #2 LEDGERS & TOP PLATES 900 180 1,600,000 1350 DOUG FIR, ARCH #2 TREATED SILL PLATES DOUG FIR #2 MINIMUM. EACH PIECE BEAR A STAMP OF APPROVED INDEPENDENT AGENCY OPERATING UNDER AITC. ITEM THICKNESS SPAN/INDEX RATIO EDGE NAILING INTERMEDIATE NAILING ROOF 15/32" 24/0 8D @ 6" O.C. 8D @ 12" O.C. FLOOR 19/32" 32/16 10D @ 6" O.C. 10D @ 10 O.C. EQUIPMENT ANCHORAGE NOTES: ALL EQUIPMENT SHALL BE ANCHORED PER THE REQUIREMENTS OF THE CODE. FOR ANCHORAGE DETAILS & SPECIFICATIONS SEE VENDOR INSTALLATION DRAWINGS, UNLESS NOTED OTHERWISE HEREIN. WOOD GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS & UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MIDHEIGHT OF LOAD BEARING STUD WALLS. ALL NAILS SHALL BE COMMON NAILS. ALL NAILING NOT NOTED SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE. ALL FRAMING ANCHORS & CONNECTORS SHALL BE FILLED WITH NAILS PER MANUFACTURERS PUBLISHED NAIL SIZES. ALL BOLTS SHALL BE ASTM A307 BOLTS INSTALLED WITH STEEL WASHERS. ALL EXPANSION BOLTS SHALL BE HILTI KWIK BOLT II OR AN APPROVED 1CBO/ICC RATED PRODUCT.

ALL FRAMING CONNECTORS TO BE SIMPSON STRONG TIE COMPANY OR AS REQUIRED BY THE STRUCTURAL PLANS. PROVIDE THE TYPE OF NAILS SPECIFIED BY THE MANUFACTURER & FULLY DRIVE NAILS INTO ALL HOLES OF THE CONNECTOR UNLESS NOTED OTHERWISE ON THE PLANS. All CONNECTORS SHALL BE GALVANIZED OR HAVE ANOTHER FACTORY APPLIED FINISH. ALL STEEL FRAMING HANGERS TO BE TORSIONAL RESTRAINT SOLID BLOCKING REQUIRED BETWEEN JOISTS WHERE TORSIONAL RESTRAINT HANGERS DO NOT OCCUR.

WOOD STUD WALLS: USE 2 X 4 AT 16" O.C. TYPICAL UNLESS NOTED OTHERWISE ON PLANS. WOOD PLATE ANCHOR BOLTS SHALL BE 5/8” DIAMETER PLACED NOT TO EXCEED 32" O.C. UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PLACED AT ALL JAMBS, CORNERS, INTERSECTIONS & WALL ENDS. ALL BOTTOM PLATES SHALL HAVE A MINIMUM OF 2 ANCHOR BOLTS. ALL FOUNDATION PLATES OR SILLS & SLEEPERS WHICH IS IN DIRECT CONTACT WITH THE EARTH & SOIL SHALL BE PRESSURE TREATED WOOD IN ACCORDANCE WITH AWPB SPECIFICATION NO. LP-22 FOR ABOVE GROUND CONTACT. FRAMING LUMBER:

FOUNDATION: FOOTINGS ARE DESIGNED BASED ON THE ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF WHICH CAN BE INCREASED BY 1/3 DUE TO WIND OR SEISMIC LOADING FOOTINGS ARE DESIGNED TO RESULT IN A BEARING PRESSURE OF MORE THAN 1000 PSF

ROOF 20 Psf FLOOR 40 Psf

STRUCTURAL WOOD SHEATHING: STRUCTURAL WOOD SHEATHING PROPERTIES & ATTACHMENT (MINIMUM, U.N.O.) ALL STRUCTURAL WOOD SHEATHING IS TO BE DOUGLAS FIR CONFORMING TO PS-1-95, GROUP 1 OR 2 OR APA PERFORMANCE RATED PANELS. STRUCTURAL-1 SHEATHING INCLUDES ALL-VENEER PLYWOOD. COMPOSITE PANELS CONTAINING A COMBINATION OF VENEER & WOOD BASED MATERIALS & MAT-FORMED PANELS. SUCH PLYWOOD IS TO BE "EXTERIOR" TYPE, GRADED-MARKED BY THE AMERICAN PLYWOOD ASSOCIATION, GRADE STRUCTURAL-1 UNLESS NOTED OTHERWISE, SHEATHING PANEL INDEX TO BE MIN. 32/16 FOR FLOOR SHEATHING. PLYWOOD WIDTH FOR FLOOR SHEATHING SHALL BE 24" WIDE. SILL PLATES ON SOIL TO BE 2x PRESSURE TREATED LUMBER. WALL STUDS & BLOCKING AT ADJOINING PANEL EDGES TO BE 2x OR LARGER. PLYWOOD JOINT & SILL PLATE NAILING TO BE STAGGERED IN ALL CASES. ALL NAILS TO BE COMMON WIRE NAILS AS INDICATED IN THE NAILING SCHEDULE PER PLAN. DO NOT USE BOX TYPE NAILS. ALL FIELD NAILING TO BE 12" O.C. UNO. NAIL PLYWOOD AS SPECIFIED IN THE PLANS &/OR ON THE GENERAL NOTES, WITH PERIMETER NAILS NOT CLOSER THAN 1/2" FROM EDGES. DO NOT OVERDRIVE THE NAILS THROUGH THE FACE GRAIN OF THE PLYWOOD. OVER DRIVEN NAILS MAY RESULT IN REJECTION & REPLACEMENT OF PLYWOOD BY THE INSPECTOR OR ENGINEER. EXCEPT FOR PLYWOOD, NAILS SHALL NOT BE LESS THAN 1/2 THEIR LENGTH NOR CLOSER TO THE EDGE OR END OF LUMBER THAN 1/4 THEIR LENGTH. THE PENETRATION OF NAILS OR SPIKES INTO PIECES RECEIVING THE POINT SHALL NOT BE LESS THAN 1/2 THE NAIL LENGTH, EXCEPT THAT A 16d MAY BE USED TO CONNECT PIECES OF 2" NOMINAL THICKNESS. USE 16d COMMONS THROUGH SILL.

9. 10. 11. 12. 13.

14.

15. 16.

17.

18.

19.

20. 21.

LOADING: SEISMIC IMPORTANCE FACTOR, I = 1 OCCUPANCY CATEGORY= I OR II FOR SINGLE STORY BUILDING MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss = 1.940 AND S1 = 0.988 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS, SDS = 1.293 AND SD1 = 0.988 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE RESISTING SYSTEM, BEARING WALL SYSTEM WITH WOOD SHEAR WALL PANELS DESIGN BASE SHEAR = 1.3 Cs W = 6.8 kips, WHERE W = BUILDING WEIGHT = 26.3 kips SEISMIC RESPONSE COEFFICIENT, Cs = 0.199 RESPONSE MODIFICATION FACTOR, R = 6.5 ANALYSIS PROCEDURE, EQUIVALENT LATERAL FORCE PROCEDURE, REDUNDANCY FACTOR = 1.3

ARCHITECTURAL GENERAL NOTES 1. VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. 2. EXISTING HOUSE PLANS BASED ON DRAWINGS FROM ARCHITECTS, PROVIDED BY OWNER. VERIFY ALL DIMENSIONS IN FIELD. 3. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE OR INTEGRITY OF ANY PORTION OF THE BUILDING AFFECTED BY THE WORK.

22. 23.

24.

25.

ALL PHASES OF CONSTRUCTION SHALL BE REGULATED BY CURRENT VERSIONS OF THE INTERNATIONAL BUILDING CODE 2009 (IBC), THE LOS ANGELES CITY BUILDING CODE, THE UNIFORM PLUMBING, ELECTRICAL AND MECHANICAL CODES AND ANY APPLICABLE LOCAL REGULATIONS. STUD WALLS SHALL BE FIRE BLOCKED AT FLOOR, CEILING (INCLUDING FURRED AREAS), AND MID-HEIGHT OF STUD SPACES MORE THAN 8'-0" HIGH. THE LONG DIMENSION OF PLYWOOD WALL BOARD SHALL SPAN PERPENDICULAR TO THE SUPPORTS. UPON COMPLETION OF THE INSULATION WORK, BOTH BUILDER AND INSULATION INSTALLER SHALL COMPLETE AND CONSPICUOUSLY LOCATE A CARD CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH ACT 5, CHAPTER1, TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE. ALL FRAMING SHALL BE INSTALLED MEETING THE REQUIREMENTS OF BOTH THE STRUCTURAL AND LIGHTING DESIGN. THE CONTRACTOR SHALL SURPASS THE SPECIFIED STRUCTURAL AND ADDITIONAL FRAMING WHERE NECESSARY TO ACCOMMODATE THE LOCATION OF THE ELECTRICAL AND LIGHTING FIXTURES AS LOCATED IN THE PLANS. ALL WATER CLOSETS AND SHOWER HEADS SHALL BE LOW-FLOW. PROVIDE 70" MIN. HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER. PROVIDE HARDWIRED SMOKE DETECTORS FOR ALL BEDROOMS AND ROOMS/HALLS LEADING TO BEDROOMS. ALL NEW WINDOWS SHALL BE DUAL GLAZED. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. SMOKE DETECTORS ALSO SHALL BE HARD WIRED AND SHALL BE QUIPPED WITH BATTERY BACK-UP. MAXIMUM FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION: A. WATER CLOSET: 1.6GPM B. SHOWERHEADS: 2.5GPM C. LAUNDRY FAUCETS: 2.2GPM D. SINK FAUCETS: 2.5GPM SHOWERS AND TUB & SHOWERS TO BE INSTALL WITH ANTI-SCALDING VALVE. ALL HOSE BIBS MUST HAVE AN APPROVED ANTI-SIPHON DEVICE. LIGHTING IN BATHROOMS, LAUNDRY ROOMS, AND/OR UTILITY ROOMS MUST BE HIGH EFFICIENCY OR MUST BE CONTROLLED BY A MANUAL-ON SENSOR. A MANUAL-ON OCCUPANCY SENSOR MUST BE MANUALLY TURNED ON AND AS LONG AS THE SENSOR DETECTS MOVEMENT STAYS ON. WHEN MOVEMENT IS NOT DETECTED, WHICH CANNOT BE LONGER THAN 30 MINUTES, THE FIXTURE MUST AUTOMATICALLY TURNS OFF. ALL PERMANENTLY INSTALLED LIGHTING IN OTHER ROOMS, INCLUDING HALLWAYS, DINING ROOMS, BEDROOMS, FAMILY ROOMS, MUST BE HIGH EFFICIENCY; OR BE CONTROLLED BY A MANUAL-ON OCCUPANCY SENSOR; OR A DIMMER. OUTDOOR LIGHTING THAT IS ATTACHED TO A BUILDING MUST BE HIGH EFFICACY; OR CONTROLLED BY A MOTION SENSOR WITH AN INTEGRAL PHOTOCONTROL. LIGHTING AROUND SWIMMING POOLS, WATER FEATURES, OR OTHER LOCATIONS SUBJECT TO ARTICLE 680 OF THE CALIFORNIA ELECTRIC CODE ARE EXEMPT. PROVIDE AT LEAST ONE OUTSIDE WEATHERPROOF 120V RECEPTACLE AT FRONT AND BACK OF DWELLING UNIT. PROVIDE G.F.I. PROTECTION TO ALL 120V, 15A AND 20A RECEPTACLES INSTALLED OUTDOORS, IN BATHROOMS, IN BASEMENT, AT COUNTER TOP RECEPTACLES(WITHIN 6 FEET OF SINK) AND GARAGE UTILIZED FOR A FIXED OR STATIONARY APPLIANCE. RECEPTACLE OUTLETS IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S). IN THE KITCHEN AND DINING AREA, A RECEPTACLE SHALL BE PROVIDED FOR EACH COUNTER SPACE WIDER THAN 12" SO THAT NO POINT IS MORE THAN 24" FROM THE OUTLET. WATER HEATERS HAVING NON-RIGID WATER CONNECTIONS AND OVER 4' IN HEIGHT SHALL BE ANCHORED OR STRAPPED TO THE STRUCTURE. DRYER MOISTER EXHAUST DUCT MUST BE 4"DIAMETER MINIMUM TO THE OUTSIDE AND EQUIPPED WITH A BACKDRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOW. WALLS 2 FEET WIDE OR GREATER SHALL HAVE AN OUTLET. OUTLETS SHALL BE SPACED NO MORE THAN 6' APART, AND A MAXIMUM OF 6' FROM END OF WALLS OR OPENING. CONTRACTOR TO PROVIDE UFER GROUNDING PER CEC 250.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

GENERAL NOTES A

G-003 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

5. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE INTERNATIONAL RESIDENTIAL CODE 2009 EDITION, IN ADDITION, WORK SHALL CONFORM TO THE STANDARDS OF ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRY SAFETY & THOSE CODES & STANDARDS IN THE LISTED CONTRACT DOCUMENTS.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

ARCHITECTURAL SYMBOLS

ELECTRICAL SYMBOLS

Room name

RCP / LIGHTING SYMBOLS

3 WAY VALVE

101

F1 RECESSED LED PUCK LIGHT

AREA TAG

150 SF

6 KEY SWITCH 1

SIM

F2,F3,F6 LINEAR STRIP LIGHT

CALLOUT TAG 26"

A-101

AFCI RECEPTACLE 39"

DOOR TAG

101

APPLIANCES

52" TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

ELEVATION MARKER 78" MICRO-INVERTER A-202

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

104"

EXTERIOR ELEVATION TAG

M 4'

GRAPHIC SCALE

F5 EXTERIOR LED STRIP LIGHT

32" EXHAUST FAN

F4 UPWARD FACING LED LIGHT

SIM 1

INTERIOR ELEVATION TAG

A101

GROUNDING ROD SINGLE POLE SWITCH 06 10 00

KEYNOTE TAG (GFCI)

GFCI RECEPTACLE 3 WAY SWITCH

MODULE SEAM TAG J

JUNCTION BOX

C CLIENT

DUPLEX RECEPTACLE

U.S. DEPARTMENT OF ENERGY

NORTH ARROW

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

LOAD CENTER FLOOR RECEPTACLE

Room name 101

ROOM TAG PHOTOVOLTAIC MODULE

GFCI RECEPTACLE

SIM

GFCI

SECTION TAG

A101 GFCI

PV JUNCTION BOX 1

View Name 1/8" = 1'-0"

240V GFCI RECEPTACLE VIEW TITLE

SINGLE POLE CIRCUIT BREAKER

B 1L

WINDOW TAG

EGRESS / ADA SYMBOLS

SOLAR TUBE

SMOKE DETECTOR

MARK

DIRECTIONAL CHANGE TWO POLE CIRCUIT BREAKER

EGRESS PATH

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

WATER PUMP ISSUE DATE:

8/20/2013

SHEET TITLE F

FIRE EXTINGUISHER

SMOKE DETECTOR

G-004 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:47:35 PM

SYMBOLS AND LEGENDS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ELECTRICAL METER

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT. GROSS AREA SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO THE EXTERIOR ENVELOPE.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHOWER 62 SF D

SHEET KEYNOTES BATHROOM

BREEZEWAY

BEDROOM #2

80 SF

95 SF

135 SF

LIVING ROOM / DINING

BEDROOM #1

317 SF

116 SF

C CLIENT

AREA SCHEDULE (GROSS BUILDING) % OF TOTAL AREA NAME AREA

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SHOWER BATHROOM BREEZEWAY BEDROOM #2 LIVING ROOM / DINING KITCHEN BEDROOM #1

KITCHEN 96 SF

62 SF 80 SF 95 SF 135 SF 317 SF

7% 9% 11% 15% 35%

96 SF 116 SF 900 SF

11% 13% 100%

REFERENCE KEYNOTES B

A1 AREA PLAN

MARK

1/4" = 1'-0"

DATE

DESCRIPTION

8' LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

G-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:47:38 PM

FINISHED SQUARE FOOTAGE COMPLIANCE PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

SITE INFORMATION SHOWN FOR INFORMATIONAL PURPOSES ONLY AND IS SUBJECT TO CHANGE. ORGANIZERS TO PROVIDE LIMITS OF LOT AND ACCESS TO THE ORANGE COUNTY GREAT PARK PRIOR TO CONSTRUCTION. TEAM HOUSES ARE TO REMAIN WITHIN SOLAR ENVELOPE PROPERTY LINES ESTABLISHED BY COMPETITION ORGANIZERS.

HA N 24 GA 4 R

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CAROUSEL

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

WYU

SCICAL

108 C

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES B

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CK, CT

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 VICINITY MAP

2000'

A4 LOCAL SITE MAP

1" = 100'-0"

4000'

100'

200'

G-201 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:48:31 PM

1" = 2000'-0"

SITE MAP

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

ALL EGRESS DOOR OPENINGS COMPLY WITH MINIMUM NET CLEAR WIDTH OF 32".

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

3. 4. 5.

DECKS AND PLATFORMS HAVE A FINISHED FLOOR HEIGHT OF 27-1/4" FROM GRADE. GUARDS ARE NOT REQUIRED. BEDROOM EGRESS: BEDROOM WINDOWS OPENINGS HAVE A MINIMUM NET CLEAR OPENING OF 5.7SF AND HAVE A MINIMUM NET CLEAR WIDTH OF 20" AND A MINIMUM NET CLEAR HEIGHT OF 24". EGRESS DOOR IN ACCORDANCE WITH IRC R311.2. MINIMUM NET CLEAR WIDTH EXCEEDS 32". TEAM PROVIDED RAMP TRANSITION PLATE SUPPLY WATER TANK SHADING STRUCTURE

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV 1

REFERENCE KEYNOTES B

MARK

DATE

DESCRIPTION

EXIT

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

EMERGENCY MEETING AREA

EGRESS PLAN

A1 EGRESS PLAN 1/4" = 1'-0"

G-301 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:48:41 PM

LOT NUMBER:

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

2. 3. E

PLAN COMPLIES WITH OPTIONAL ACCESSIBILITY PATH: TYPE B - OPTIONAL; COMPLYING WITH REQUIREMENTS PROVIDED IN ICC A117.1-2003 SECTION 1004 AS "ADAPTABLE" FOR ACCESSIBLE ELEMENTS. MAXIMUM SLOPE OF RAMP SHALL BE 1:20. HOUSE TOUR PLAN PROVIDED FOR COMPETITION PURPOSES ONLY AND HAS NO IMPACT ON CONSTRUCTION REQUIREMENTS OR SEQUENCING.

EXIT

1:12

60" DIA.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

2. 3. 4.

5'-0" DIAMETER ADA COMPLIANT TURNING AREA, TYP. DOORS WILL REMAIN FIXED IN OPEN POSITION DURING PUBLIC TOURS. TEAM PROVIDED RAMP TRANSITION PLATE SUPPLY WATER TANK SHADING STRUCTURE

60" DIA.

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES 2

60" DIA.

MARK UP

1:12

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

ENTRANCE

SHEET TITLE

A1 ADA TOUR ROUTE COMPLIANCE PLAN

G-302 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:48:45 PM

1/4" = 1'-0"

ADA TOUR ROUTE COMPLIANCE PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

60" DIA.

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

BOTTOM EDGE PROTECTION WILL BE USED AT BOTTOM EDGE OF RAMPS IF SLOPE IS IN EXCESS OF 1:20.

SOLAR ENVELOPE

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

C1 ELEVATION - SOUTH 1/4" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SOLAR ENVELOPE

REFERENCE KEYNOTES B

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 ELEVATION - WEST

1/4" = 1'-0"

G-401 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:48:52 PM

SOLAR ENVELOPE COMPLIANCE ELEVATIONS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SPRING EQUINOX

NTS

SUMMER SOLSTICE NTS

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

SHADING DIAGRAMS A

A2 1

FALL EQUINOX

NTS

WINTER SOLSTICE

G-501

NTS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:48:59 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

2. E 3. 4. 5. 6.

HATCH PATTERN INDICATES ALL CONTAINERS, EQUIPMENT, AND FIXTURES THAT WILL CONTAIN LIQUID ON SITE AT ANY POINT DURING THE COMPETITION IN COMPLIANCE WITH RULE 4-6 SPILL CONTAINMENT. ALL PRESSURED WATER SYSTEMS SHALL HAVE PROPER CONTAINMENT AND SHALL BE EQUIPPED WITH AN OVERFLOW PAN OR VALVE AND DRAIN BELOW UNIT. IN THE EVENT OF A SPILL, TEAM WILL CONSULT SAFETY PLAN AND CONTACT EVENT ORGANIZERS. FOR A SCHEDULE OF LIQUID CONTAINMENT DEVICES AND FIXTURES REFER TO P-SERIES.\ ALL TANKS WILL BE SHADED FROM DIRECT SUNLIGHT. ALL TANKS BENEATH HOUSE EXCEPT SUPPLY TANKS.

TEAM NAME: TEAM USC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES 7

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19.

18 DHW

W/D

18 7

130 GALLON GRAY WATER TANK 52 GALLON GRAY WATER TANK 53 GALLON GRAY WATER TANK 53 GALLON PORCH DRAIN TANK SHOWER 90 GALLON GRAY WATER TANK 500 GALLON SUPPLY WATER TANK 4" WATER SUPPLY PIPE 25 GALLON RAIN WATER OVERFLOW TANK 50 GALLON RAIN WATER TANK 97 GALLON BLACK WATER TANK BLACK WATER SUMP PUMP 4" RAIN WATER DRAINAGE PIPE 4" RAIN WATER OVERFLOW DRAINAGE PIPE 4" BLACK WATER DRAINAGE PIPE 4" PORCH DRAINAGE PIPE 4" GRAY WATER DRAINAGE PIPE RAINWATER OVERFLOW DRAIN RAINWATER DRAIN

C CLIENT

ABBREVIATIONS

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

DHW

DOMESTIC HOT WATER TANK

W/D

WASHER/DRYER

DISHWASHER

WWW.SOLARDECATHLON.GOV

WATER TANK 12

PLUMBING FIXTURE

REFERENCE KEYNOTES B

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 LIQUID LOCATION & SPILL CONTAINMENT PLAN 1/4" = 1'-0"

H-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:23:30 AM

LIQUID LOCATION & SPILL CONTAIN. PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

FOUNDATIONS

STATEMENT OF SPECIAL INSPECTIONS

GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL STRUCTURAL FEATURES, UNLESS OTHERWISE INDICATED.

THE FOUNDATION DESIGN IS BASED ON MINIMUM DESIGN ASSUMPTIONS AS LISTED BELOW.

FOUNDATION TYPE: SEISMIC PIER 30-5F BY CENTRAL PIERS, INC.

THE FOLLOWING TESTS AND INSPECTIONS ARE REQUIRED FOR THIS PROJECT. THE TESTS AND INSPECTIONS INDICATED HERE ARE THE RESPONSIBILITIES OF THE OWNER'S SPECIAL INSPECTOR, AS REQUIRED BY SECTION 1704 OF THE BUILDING CODE.

IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED OUT ON THE DRAWINGS OR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS.

SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST EDITION, UNLESS OTHERWISE NOTED.

DIMENSIONS SHALL NOT BE SCALED OFF OF THE DRAWINGS.

ALL WORK SHALL CONFORM TO MINIMUM STANDARDS OF THE 2010 CALIFORNIA BUILDING CODE, OF ANY CODES LISTED IN THE DRAWINGS OR SPECIFICATIONS AND OF ANY REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE CALIFORNIA HEALTH AND SAFETY CODE.

PRIOR TO SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, THE CONTRACTOR SHALL VERIFY THAT THE SUBMITTALS MEET THE REQUIREMENTS OF THE DRAWINGS. THE CONTRACTOR SHALL SPECIFICALLY NOTE ANY EXCEPTIONS TO THESE REQUIREMENTS WITH THE SUBMITTAL.

OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN WORK REQUIRES OPENINGS, POCKETS, ETC. IN STRUCTURAL MEMBERS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND HOLES AND OPENINGS REQUIRED IN STRUCTURAL MEMBERS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

S T R U C T U R A L I N S P E C T I O N, OBSERVATION AND TESTING

SEISMIC OR WIND BASED ON PEDESTAL FRICTION

DOWNWARD UPWARD

DESIGN LIVE LOADS: DESIGN LIVE LOAD

AREA

FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AISC 303-05.

MATERIALS: A. W SHAPES: B. STRUCTURAL STEEL CHANNEL & ANGLES: C. ALL OTHER SHAPES & PLATES: D. STRUCTURAL STEEL TUBES: E. STRUCTURAL STEEL PIPES:

ASTM A572 GRADE 50 U.O.N. ASTM A500 GRADE B (FY = 46 KSI) ASTM A53 GRADE B (FY = 35 KSI)

ASTM A325-N ASTM A307 ASTM F1554 GRADE 55

BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS OTHERWISE NOTED.

REDUCIBLE PER CODE

FOR BOLTED CONNECTIONS, PROVIDE 11/2 INCH EDGE AND END DISTANCE, UNLESS OTHERWISE NOTED.

FLOORS:

50 PSF

REDUCIBLE PER CODE

RAMPS:

100 PSF

REDUCIBLE PER CODE

ALL WELDS SHALL BE PREQUALIFIED OR QUALIFIED BY TEST IN CONFORMANCE WITH THE "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1-06) OF THE AMERICAN WELDING SOCIETY. SUBMIT WELDING PROCEDURE SPECIFICATIONS FOR APPROVAL PRIOR TO PERFORMING WORK. SUBMIT PROCEDURE QUALIFICATION REPORTS WITH WELDING PROCEDURE SPECIFICATIONS FOR WELDS QUALIFIED BY TEST.

MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 70 KSI TYPICAL, UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE AS RECOMMENDED BY THEIR MANUFACTURER FOR THE POSITION AND OTHER CONDITIONS OF ACTUAL USE.

WELD SYMBOLS SHOWN ON THE DRAWINGS DO NOT NECESSARILY DIFFERENTIATE BETWEEN SHOP WELD AND FIELD WELDS. WHEN FIELD WELDS ARE NECESSARY DUE TO CONSTRUCTION PROCEDURE OR SEQUENCE, WELDS SHALL BE PROVIDED AND BE INSPECTED PER SPECIFICATIONS. ALL WELDS SHOWN AS FIELD WELDS SHALL BE DONE IN FIELD AS INDICATED.

ALL STRUCTURAL STEEL SURFACES ARE TO BE PAINTED OR GALVANIZED, UNLESS NOTED OTHERWISE. STEEL THAT IS NOT EXPOSED TO WEATHER AND IS TO BE ENCASED IN CONCRETE SHALL BE LEFT UNCOATED. STEEL THAT IS TO RECEIVE SPRAY-APPLIED FIREPROOFING SHALL BE LEFT UNCOATED. FAYING SURFACES OF HIGH-STRENGTH BOLTED CONNECTIONS AND AREAS WITHIN 3 INCHES OF FIELD WELDED JOINTS SHALL BE LEFT UNCOATED UNTIL WELDING AND BOLTING OPERATIONS ARE COMPLETE. SEE SPECIFICATIONS FOR COATING REQUIREMENTS.

EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR: MAPPED SPECTRAL RESPONSE SS: S1: SITE CLASS: SPECTRAL RESPONSE COEFFICIENTS SDS: SD1: SEISMIC DESIGN CATEGORY: BASIS SFRS:

METHOD 1 - SIMPLIFIED PROCEDURE 85 MPH 1.0 C 3.9 KIPS

1.0 1.438 G 0.508 G D

0.96 G 0.508 G D LIGHT-FRAMED WALLS WITH WOOD STRUCTURAL PANELS 11.6 KIPS DESIGN BASE SHEAR, V: 0.147 SEISMIC RESPONSE COEFFICIENT, CS: 6.5 RESPONSE MODIFICATION FACTOR, R: 3 SYSTEM OVERSTRENGTH FACTOR, тДж: DEFLECTION AMPLIFICATION FACTOR, CD: 4 EQUIVALENT LATERAL FORCE PROCEDURE ANALYSIS PROCEDURE: NEW CONSTRUCTION 1.

NON-STRUCTURAL FEATURES NOT FULLY SHOWN OR NOTED ON THE STRUCTURAL DRAWINGS MAY INCLUDE BUT ARE NOT LIMITED TO: A. ARCHITECTURAL FEATURES SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES AND DEPRESSED AREAS CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS STAIR FRAMING AND DETAILS

TEAM NAME: TEAM USC

C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND APPLICABLE STANDARDS OF QUALITY AND WORKMANSHIP OF THE CBC. 3.

THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING INVOLVING THE ARCHITECT, STRUCTURAL ENGINEER AND THE SPECIAL INSPECTOR IN ORDER TO DISCUSS THE SPECIFIC REQUIREMENTS OF THIS PROJECT.

MATERIAL TESTING REQUIREMENTS ARE INDICATED IN THE SPECIFICATIONS AND/OR GENERAL NOTES.

STRUCTURAL OBSERVATION IS REQUIRED BY SECTION 1710 OF THE CBC. TYPES OF WORK LISTED BELOW AND INDICATED AS REQUIRING "STRUCTURAL OBSERVATION" SHALL BE OBSERVED DURING PERIODIC SITE VISITS BY THE STRUCTURAL ENGINEER. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING STRUCTURAL ENGINEER 48 HOURS BEFORE WORK IS READY FOR OBSERVATION. THESE VISITS DO NOT CONSTITUTE SPECIAL INSPECTION.

BOLTS, UNLESS OTHERWISE NOTED ON DRAWINGS:

4. REMARKS

B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT, STRUCTURAL ENGINEER AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL.

ASTM A992 (FY = 50 KSI) ASTM A36 (FY = 36 KSI)

20 PSF

DESIGN METHOD: BASIC WIND SPEED (3-SEC. GUST): WIND IMPORTANCE FACTOR: WIND EXPOSURE: WIND BASE SHEAR:

ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY A CERTIFIED SPECIAL INSPECTOR FROM AN INDEPENDENT TESTING AGENCY WHO IS EMPLOYED BY THE OWNER (OR AGENT OF THE OWNER) AND NOT THE CONTRACTOR.

A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

A. HIGH-STRENGTH BOLTS: B. MACHINE BOLTS: C. ANCHOR RODS:

WIND DESIGN DATA:

2. 800 LBS 0 (NOT APPROVED FOR UPLIFT)

ROOF:

SPECIAL INSPECTION AND TESTING ARE REQUIRED IN SECTIONS 1704, 1706, 1707 AND 1708 OF THE CBC. THE "STATEMENT OF SPECIAL INSPECTIONS," SUBMITTED WITH THE PERMIT APPLICATION, INDICATES THE SPECIFIC INSPECTIONS AND TESTS THAT ARE REQUIRED, AS WELL AS THE PERSONS OR FIRMS RESPONSIBLE FOR THIS WORK.

STRUCTURAL STEEL & MISC. METALS

CODE: 2010 CALIFORNIA BUILDING CODE. OCCUPANCY CATEGORY PER CBC TABLE 1604.5:

VERTICAL RESISTANCE

1600 LBS STRONG DIR. 1135 LBS WEAK DIR.

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

10. ALL STRUCTURAL STEEL, MISCELLANEOUS METAL AND CONNECTORS EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.

U.S. DEPARTMENT OF ENERGY

11. ALL FAYING SURFACES FOR FRICTION-BOLTED CONNECTIONS OF GALVANIZED MEMBERS SHALL BE ROUGHENED BY MEANS OF HAND WIRE BRUSHING AFTER GALVANIZING AND BEFORE ERECTION.

WWW.SOLARDECATHLON.GOV

SOLAR DECATHLON 2013

12. NO PENETRATIONS THROUGH STRUCTURAL STEEL COLUMNS, BEAMS OR GIRDERS ARE ALLOWED EXCEPT AS INDICATED ON THE STRUCTURAL DRAWINGS. 13. CAMBER: A. PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE CAMBER. AMOUNT MEASURED IN FIELD PRIOR TO INSTALLATION SHALL NOT DEVIATE MORE THAN ALLOWED BY THE AISC SPECIFICATIONS. DO NOT CAMBER MEMBERS LOCATED BELOW ELEVATOR DOORS. B. BEAMS DETAILED WITHOUT SPECIFIED CAMBER SHALL BE FABRICATED SO THAT AFTER ERECTION, ANY MINOR CAMBER DUE TO ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD. TOP OF ALL MEMBERS SHALL BE CLEARLY IDENTIFIED. 14. FOR FIREPROOFING REQUIREMENTS, SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 15. FURNISH SHOP AND ERECTION DRAWINGS OF ALL STRUCTURAL STEEL FOR THE ARCHITECT/ENGINEER'S REVIEW BEFORE FABRICATION. B

B. MECHANICAL, PLUMBING AND ELECTRICAL FEATURES PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT ANCHOR BOLTS FOR MOTOR MOUNTS SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES 2.

CLIENT

MARK

THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT AND MATERIALS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL RESTRAINT AT EACH LEVEL. STRUCTURAL WALLS OR FRAMES ARE NOT LATERALLY SELF SUPPORTING UNTIL THE ENTIRE DESIGN LATERAL-RESTRAINT SYSTEM IS IN PLACE.

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

GENERAL NOTES A

S-001 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:10:39 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DESIGN VALUES (ALLOWABLE PER PIER PRE-APPROVAL):

CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING WHERE OVERLOAD IS ANTICIPATED.

DESIGN DATA D

GENERAL

PER PIER: E

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

STATEMENT OF SPECIAL INSPECTIONS

STRUCTURAL STEEL

ABBREVIATIONS

& @ A.B. ACI

SHOP DRAWINGS AND ERECTION DRAWINGS:

STRUCTURAL STEEL 1.

A. INDICATE PROFILES, SIZES, SPACING, LOCATIONS OF STRUCTURAL MEMBERS, OPENINGS, ATTACHMENTS, AND FASTENERS. B. INDICATE WELDED CONNECTIONS WITH AWS A2.4 WELDING SYMBOLS. INDICATE NET WELD LENGTHS AND SIZES. DISTINGUISH BETWEEN SHOP AND FIELD WELDS. IDENTIFY WELDS BY WPS NUMBER. C. INCLUDE DETAILS OF CUTS, CONNECTIONS, SPLICES, CAMBER, HOLES, STIFFENERS, DOUBLER PLATES, AND OTHER PERTINENT DATA, SUCH AS SURFACE PREPARATION. INCLUDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF EMBEDDED ITEMS TO BE INSTALLED BY OTHERS. D. INDICATE TYPE, SIZE, AND LENGTH OF BOLTS, DISTINGUISHING BETWEEN SHOP AND FIELD BOLTS. IDENTIFY HIGH-STRENGTH BOLTED SLIP-CRITICAL, DIRECT-TENSION, OR TENSIONED SHEAR/BEARING CONNECTIONS.

HIGH-STRENGTH BOLTS: PROVIDE VERIFICATION OF FIELD-BOLTED CONNECTIONS IN ACCORDANCE WITH AISC 348, “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,” DATED JUNE 30, 2004. INSPECTION OF WELDED CONNECTIONS SHALL INCLUDE THE FOLLOWING ITEMS. A. VERIFY THAT APPLICABLE AND APPROVED WELDING PROCEDURE SPECIFICATIONS (WPS) ARE AVAILABLE FOR ALL WELDS TO BE PERFORMED. B. VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED FOR THE TYPE, POSITION AND CLASS OF WELD TO BE PERFORMED

MANUFACTURER'S MILL CERTIFICATES: CERTIFY THAT PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS.

MILL TEST REPORTS: INDICATE STRUCTURAL STRENGTH, DESTRUCTIVE TEST ANALYSIS AND NONDESTRUCTIVE TEST ANALYSIS.

C. VERIFY THAT FILLER METAL SELECTION CONFORMS TO THE REQUIREMENTS OF THE APPROVED WPS. D. INSPECTION OF MATERIALS HANDLING AND STORAGE. E. INSPECTION OF PROFILE SOUNDNESS OF FINISHED WELDS. 3.

A. STRUCTURAL STEEL INCLUDING CHEMICAL AND PHYSICAL PROPERTIES AND CHARPY V-NOTCH TEST RESULTS, WHERE SPECIFICALLY REQUIRED. B. BOLTS, NUTS, AND WASHERS INCLUDING MECHANICAL PROPERTIES AND CHEMICAL ANALYSIS. C. DIRECT-TENSION INDICATORS. D. TENSION-CONTROL, HIGH-STRENGTH BOLT-NUT-WASHER ASSEMBLIES. E. WELD FILLER METALS, INCLUDING CHARPY V-NOTCH TEST RESULTS, WHERE SPECIFICALLY REQUIRED.

CONTINUOUS INSPECTION OF THE FOLLOWING ITEMS IS REQUIRED, EXCEPT FOR SINGLE-PASS FILLET WELDS (THROAT LESS THAN 5/16") AND FOR ALL WELDING PERFORMED IN APPROVED SHOPS PER CBC SECTION 1704.2.2. A. INSPECTION OF JOINT FIT-UP AND PREPARATION. 4.

WELD FILLER METAL MANUFACTURER'S DATA SHEETS, INDICATING FILLER METAL CLASSIFICATION, CHARACTERISTICS, RECOMMENDED RANGES OF HEAT INPUTS, PERMISSIBLE POSITIONS, STRENGTH AND CVN TOUGHNESS, IF APPLICABLE.

WELDERS CERTIFICATES: CERTIFY WELDERS EMPLOYED ON THE WORK, VERIFYING AWS QUALIFICATION WITHIN THE PREVIOUS 12 MONTHS.

E. VERIFICATION THAT ALL APPLICABLE REQUIREMENTS OF THE APPROVED WPS ARE FOLLOWED.

WELDING PROCEDURE SPECIFICATIONS (WPS) PER AWS D1.1 FOR EACH TYPE OF WELDED JOINT.

NON-DESTRUCTIVE TESTING OF WELDED CONNECTIONS. NON-DESTRUCTIVE TESTING REQUIREMENTS FOR EACH CATEGORY OF WELDS ARE INDICATED BELOW.

WELDING PROCEDURE QUALIFICATION RECORD (PQR) FOR EACH WELD PROCEDURE THAT IS NOT PREQUALIFIED BY AWS D1.1

B. INSPECTION OF WELDING MACHINE SETTINGS. C. VERIFICATION OF APPLICATION OF PREHEAT. D. VERIFICATION OF INTERPASS TEMPERATURE CONTROL.

A. DEMAND CRITICAL WELDS: MAGNETIC PARTICLE TESTING (MT) PERFORMED IN ACCORDANCE WITH ASTM E 709 AND ULTRASONIC TESTING (UT) IN ACCORDANCE WITH ASTM E 164 FOR 100 PERCENT OF JOINTS, FULL LENGTH. (DEMAND CRITICAL WELDS ARE INDICATED BY THE SYMBOL "DC" IN THE TAIL OF THE WELD SYMBOL ON THE DRAWINGS.)

STEEL DECK 1.

SHOP DRAWINGS: INDICATE DECK PLAN, SUPPORT LOCATIONS, PROJECTIONS, OPENINGS, PERTINENT DETAILS, AND ACCESSORIES. OBTAIN REVIEWED STRUCTURAL STEEL SHOP DRAWINGS AND VERIFY ALL CONDITIONS BEFORE PREPARING SHOP DRAWINGS FOR STEEL DECK.

PRODUCT DATA: PROVIDE DECK PROFILE CHARACTERISTICS, DIMENSIONS, STRUCTURAL PROPERTIES, AND FINISHES.

ICC REPORTS: SUBMIT CURRENT ICC REPORTS FOR PRODUCTS PROPOSED AS SUBSTITUTES OF THOSE SPECIFIED.

WELDERS CERTIFICATES: CERTIFY WELDERS EMPLOYED ON THE WORK, VERIFYING AWS QUALIFICATION WITHIN THE PREVIOUS 12 MONTHS.

B. OTHER WELDS THAT ARE PART OF THE SEISMIC LOAD-RESISTING SYSTEM (SLRS): 1)

CJP GROOVE WELDS: MAGNETIC PARTICLE TESTING (MT) PERFORMED IN ACCORDANCE WITH ASTM E 709 AND ULTRASONIC TESTING (UT) IN ACCORDANCE WITH ASTM E 164 FOR 100 PERCENT OF JOINTS, 50 PERCENT OF LENGTH. THE RATE OF UT MAY BE REDUCED TO 25 PERCENT AFTER 40 WELDS PERFORMED BY THE SAME WELDER, IF THE WELDER'S REJECT RATE IS LESS THAN 5 PERCENT. IF THE WELDER'S REJECT RATE INCREASES ABOVE 5 PERCENT, THE 100 PERCENT RATE OF UT SHALL BE RESUMED. 2)

PJP GROOVE WELDS AND FILLET WELDS (THROAT 5/16" OR GREATER): MAGNETIC PARTICLE TESTING (MT) PERFORMED IN ACCORDANCE WITH ASTM E 709 FOR 25 PERCENT OF JOINTS, LENGTH.

PJP GROOVE WELDS AND FILLET WELDS (THROAT LESS THAN 5/16"): NO REQUIREMENTS FOR NON-DESTRUCTIVE TESTING.

FULL

C. WELDS THAT ARE NOT PART OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS): NO REQUIREMENTS FOR NON-DESTRUCTIVE TESTING, UNLESS SPECIFICALLY NOTED OTHERWISE. C

THE STRUCTURAL ENGINEER WILL PERFORM STRUCTURAL OBSERVATION OF THE FOLLOWING: A. WELDED AND BOLTED CONNECTIONS IN THE SEISMIC LOAD RESISTING SYSTEM (SLRS).

ADD'L AESS AISC ALT. ARCH. ASD ASTM AWS BLKG. BM. B.N. BOCA BOTT. BRG. B.S. BTWN. CBC C.C. CCR C.J. C.I.P. C.L., CLG. CLR. CMU COL. CONC. CONN. CONT. CP, CJP CSK CTBR. CTR.

AND AT ANCHOR ROD (ANCHOR BOLT) AMERICAN CONCRETE INSTITUTE ADDITIONAL ARCHITECTURAL EXPOSED STRUCTURAL STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ARCHITECT ALLOWABLE STRENGTH DESIGN AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY BLOCKING BEAM BOUNDARY NAIL BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC. BOTTOM BEARING BOTH SIDES BETWEEN CALIFORNIA BUILDING CODE CENTER TO CENTER CALIFORNIA CODE OF REGULATIONS CONTROL JOINT CAST-IN-PLACE CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONTINUOUS COMPLETE JOINT PENETRATION COUNTERSINK COUNTERBORE CENTER

DBA DBL. DC DET., DTL. DIA., DIAG. DL DN. DO. DSA ARCHITECT DWG(S).

DEFORMED BAR ANCHOR DOUBLE DEMAND CRITICAL (WELD) DETAIL DIAMETER DIAGONAL DEAD LOAD DOWN DITTO DIVISION OF THE STATE

(E) EA. E.A. E.J. ELEV.,EL. EMB.,EMBED. E.N. EQ. EQUIP. E.S. E.W.

EXISTING EACH EACH FACE EXPANSION JOINT ELEVATION EMBEDMENT EDGE NAIL EQUAL EQUIPMENT EACH SIDE EACH WAY

FDN. F.F. F.G. FIN. FLR. F.O.C. F.O.M. FRMG. F.S. FTG.

FOUNDATION FINISH FLOOR FINISH GRADE FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FRAMING FAR SIDE FOOTING

GA. GALV. G.L. GLB GR.

GAUGE GALVANIZED GRID LINE GLUED LAMINATED BEAM GRADE

HDG. HGR. HK. HORIZ. HSB HSS HT.

HOT-DIP GALVANIZED HANGER HOOK HORIZONTAL HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION HEIGHT

IN. INT. INV.

INCH, INCHES INTERIOR INVERTED

DRAWING(S)

JST.

JOIST

K KSI

KIPS KIPS PER SQUARE INCH

LBS. LL LLH LLV LTWT. LVL

POUNDS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LIGHTWEIGHT LAMINATED VENEER LUMBER

MAX. M.B. MECH. MFR. M.I. MIL. MIN. MISC.

MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MALLEABLE IRON MILLIMETER MINIMUM MISCELLANEOUS

(N) NO.,# N.S. N.T.S. NWT

NEW NUMBER NEAR SIDE NOT TO SCALE NORMAL WEIGHT

O.C. O.D. O.H. OPNG. OPP. OSHPD

ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OPPOSITE OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT

P.A.F. PART. PCF PL., PLY. P.P. PSF PSI P.T. P.W. PWJ

POWDER-ACTUATED FASTENERS PARTIAL POUNDS PER CUBIC FOOT PLATE PLYWOOD PARTIAL PENETRATION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PUDDLE WELD PLYWOOD WEB JOISTS

RAD. R.D. REINF. REQ. RF. R.O. RND.

RADIUS ROOF DRAIN REINFORCING REQUIRED ROOF ROUGH OPENING ROUND

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

S.A.D.

SEE ARCHITECTURAL DRAWINGS SCHED. SCHEDULE SFBC SAN FRANCISCO BUILDING CODE SFRS SEISMIC FORCE-RESISTING SYSTEM SLRS SEISMIC LOAD RESISTING SYSTEM SHT. SHEET SHTG. SHEATHING SIM. SIMILAR S.M.D. SEE MECHANICAL DRAWINGS S.M.G. SLAB ON GRADE S.N. SOUTHERN PINE S.S. STAINLESS STEEL STAGG'D.,STG. STAGGERED STD. STANDARD STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL SYMM.,SYM. SYMMETRICAL T&B T.N. T.O.C. T.O.S. T.O.W. TS TYP.

TOP AND BOTTOM TOE NAIL TOP OF CONCRETE TOP OF STEEL TOP OF WALL TUBE STEEL (HOLLOW STRUCTURAL SECTION) TYPICAL

U.O.N.

UNLESS OTHERWISE NOTED

VERT. V.I.F., ±

VERTICAL VERIFY IN FIELD

W/ W/O W.P. WHS WTS WWF

WITH WITHOUT WORKING POINT WELDED HEADED STUD WELDED THREADED STUD WELDED WIRE FABRIC

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

GENERAL NOTES A

S-002 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:10:45 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

CARPENTRY 15. GENERAL CONSTRUCTION REQUIREMENTS: 1.

ALL SIZES SHOWN ON THE DRAWINGS ARE STATED IN TERMS OF STANDARD NOMINAL SIZES.

ALL LUMBER STRESSES SHOWN BELOW ARE FOR VISUALLY STRESS-RATED LUMBER USED AT 19% MAXIMUM MOISTURE CONTENT AT TIME OF ENCLOSURE, SINGLE MEMBER USE.

IN INTERIOR LOCATIONS SUBJECT TO WATER SPLASH AND IN EXTERIOR LOCATIONS SUBJECT TO WEATHER, ALL WOOD SHALL BE TREATED WOOD. ALL SILL PLATES AND SLEEPERS ON A CONCRETE (INCLUDING GROUT) SLAB OR FOUNDATION WALL THAT IS IN DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD. WHERE TREATED LUMBER MEMBERS ARE CUT, NOTCHED, OR DRILLED THEY SHALL BE TREATED WITH A PRESERVATIVE APPROVED BY THE ARCHITECT AND THE ENFORCEMENT AGENCY.

A. PREPARATION OF BUILDING SITE. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12" BELOW THE SURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED BY THE BUILDING. ALL WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNDER THE BUILDING. B. PROTECTION AGAINST DECAY AND TERMITES:

ALL LUMBER SHALL BE DOUGLAS FIR (LARCH) OF THE GRADE SHOWN BELOW UNLESS OTHERWISE NOTED AND SHALL CONFORM TO THE WESTERN LUMBER GRADING RULES '05 BY WWPA OR THE STANDARD GRADING RULES NO. 17, 2004 BY WCLIB. ALL LUMBER SHALL BE GRADE MARKED AS CALLED FOR BELOW. ALL LUMBER EXPOSED TO WEATHER SHALL BE TREATED WOOD. BENDING STRESSES NOTED BELOW ARE BASE STRESSES WITHOUT INCREASES OR DECREASES FOR VARIOUS TREATMENTS, SIZE OR SHAPE FACTORS, DURATION OF LOADING, ETC. STRESSES ARE SHOWN FOR SINGLE MEMBER USES ONLY. GRADE

STRESS

HORIZONTAL FRAMING: 2X4 & 2X6 2X8 & WIDER 3X & 4X BEAMS 6X BEAMS

NO. 2 NO. 1 OR BETTER NO. 1 NO. 1

F/B = 900 PSI F/B = 1200 PSI F/B = 1000 PSI F/B = 1350 PSI

VERTICAL FRAMING: 2X & 3X STUDS 4X POSTS 6X LARGER POSTS

NO. 2 NO. 2 NO. 1

F/B = 900 PSI F/B = 900 PSI F/B = 1200 PSI

NO. 2 PRESSURE TREATED COMMERCIAL DEX NO. 2

F/B = 900 PSI

USE

MUD SILLS, LEDGERS DECKING OTHER U.O.N.

IDENTIFICATION. ALL LUMBER AND PLYWOOD SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN THE UBC AND SHALL BE SO IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION BY AN APPROVED AGENCY. ALL LUMBER AND PLYWOOD REQUIRED TO BE TREATED WOOD SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY WHICH MAINTAINS CONTINUED SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AS SPECIFIED IN UBC STANDARD NO. 23-1 AND 23-2.

IDENTIFICATION. ALL LUMBER, PLYWOOD, AND STRUCTURAL GLUED LAMINATED TIMBER SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN THE UBC AND SHALL BE SO IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION BY AN APPROVED AGENCY. ALL LUMBER, TIMBER AND PLYWOOD REQUIRED TO BE TREATED WOOD SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY WHICH MAINTAINS CONTINUED SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AS SPECIFIED IN UBC STANDARD NO. 23-1 AND 23-2.

ALL NAILS SHALL BE COMMON WIRE NAILS. AT ALL EXPOSED NAILING TO WEATHER, (I.E., DECKING & SIDING), USE HOT DIPPED GALVANIZED NAILS HAVING A GALVANIZED COATING OF NOT LESS THAN 1.5 OZ. OF ZINC PER SQUARE FOOT. USE OF PLASTIC COATED OR CASING NAILS IS NOT ALLOWED.

TIMBER CONNECTORS NOTED ON THE DRAWINGS HAVE BEEN BASED ON THE CAPACITIES OF "SIMPSON STRONG-TIE" CONNECTORS. SUBSTITUTIONS OF ALTERNATE CONNECTOR MANUFACTURERS WILL BE ACCEPTABLE AS LONG AS THE LOAD CAPACITIES MEET OR EXCEED THOSE OF "SIMPSON STRONG-TIE" AND AS LONG AS THOSE LOADS ARE SUBSTANTIATED BY A CITY OF LOS ANGELES RESEARCH REPORT. CONTRACTORS WISHING TO USE AN ALTERNATE MANUFACTURER SHALL LIST EACH CONNECTOR TYPE SPECIFIED WITH THE PROPOSED ALTERNATE MANUFACTURER'S DESIGNATION. CHANGE ORDERS APPROVED BY THE STRUCTURAL ENGINEER AND THE ENFORCEMENT AGENCY WILL BE REQUIRED FOR ANY SUBSTITUTIONS PRIOR TO INSTALLATION. ("SIMPSON STRONG-TIE" LARR NO'S.: 22086, 24818, 24947, 24949, 25064, 25074, 25076, 25119). WHERE THERE ARE A NUMBER OF NAILING ALTERNATIVES LISTED IN THE MANUFACTURER'S CATALOG FOR A PARTICULAR CONNECTOR, THE NAILING ALTERNATIVE PROVIDING THE HIGHEST LOAD CAPACITY SHALL BE USED. USE MANUFACTURER SUPPLIED "SHORT" NAILS WHERE THE THICKNESS OF LUMBER PRECLUDES THE USE OF COMMON NAILS. ALL PLYWOOD USED FOR STRUCTURAL PURPOSES WHICH IS EXPOSED IN OUTDOOR APPLICATIONS SHALL BE OF THE EXTERIOR TYPE. ALL PLYWOOD USED FOR STRUCTURAL PURPOSES IN LOCATIONS NOT EXPOSED TO WEATHER SHALL BE EXTERIOR TYPE OR INTERIOR TYPE WITH EXTERIOR GLUE. ALL PLYWOOD SHALL BE MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF UBC STANDARD NO. 23-2. ALL PLYWOOD USED IN HORIZONTAL DIAPHRAGMS AND VERTICAL SHEAR WALLS SHALL BE FIVE PLY MINIMUM. THIS PLYWOOD IS ALL-VENEER PLYWOOD.

10. PLYWOOD USED FOR HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL CONFORM TO UBC STANDARD NO. 23-2. PLYWOOD FOR HORIZONTAL DIAPHRAGMS SHALL HAVE A PANEL INDEX RATING CORRESPONDING TO THE JOIST SPACING AND LOADS SHOWN IN THE CONTRACT DOCUMENTS, AND SHALL BE CAPABLE OF SUPPORTING CONCENTRATED LOADS OF NOT LESS THAN 300 LBS WITHOUT FAILURE. THE CONCENTRATED LOAD SHALL BE APPLIED BY A LOADED DISC, 3-IN OR SMALLER IN DIAMETER. THIS PLYWOOD IS ALL- VENEER PLYWOOD. 11. PLYWOOD JOINTS SHALL OCCUR ON THE CENTER OF FRAMING MEMBERS AND BLOCKING. NAILS SHALL NOT BE PLACED LESS THAN 3/8" IN FROM THE PANEL EDGE AT 2X MEMBERS, NOT LESS THAN 1/2" AT 3X MEMBERS, SHALL BE SPACED NOT MORE THAN 6" ON CENTER ALONG PANEL EDGE BEARINGS, AND SHALL BE FIRMLY DRIVEN INTO FRAMING MEMBERS. THE MINIMUM EDGE DISTANCE FOR NAILS IN THE RECEIVING MEMBERS AND THE PLYWOOD SHALL BE 3/8" FOR 2X NOMINAL RECEIVING MEMBERS AND 1/2" FOR 3X NOMINAL RECEIVING MEMBERS. FLAT BLOCKING RECEIVING 10D NAILS SHALL BE 3"X4" NOMINAL OR LARGER. IN HORIZONTAL PLYWOOD DIAPHRAGMS NO PANEL LESS THAN 24" WIDE SHALL BE USED. IN VERTICAL PLYWOOD DIAPHRAGMS NO PANEL LESS THAN 12" WIDE SHALL BE USED. 12. CONTRACTOR SHALL CLOSELY EXAMINE ANY WOOD FRAMING LAID OPEN BY REMODEL WORK FOR SIGNS OF DECAY OR INSECT INFESTATION. SHOULD SUCH BE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SO THAT REMEDIAL ACTION CAN BE TAKEN. IN GENERAL, ANY WOOD WITH FUNGUS INFESTATION OR INSECT INFESTATION THAT SUBSTANTIALLY REDUCES THE LOAD CARRYING CAPACITY OF THE MEMBER SHALL BE REPLACED WITH NEW MATERIALS TO PROVIDE A NET DIMENSION OF SOUND WOOD AT LEAST EQUAL TO THE DEFECTIVE MATERIAL. SHOULD SECTIONS OF SILL PLATE NEED TO BE REMOVED BECAUSE OF SUCH DEFECTS, THE MINIMUM LENGTH OF REMOVED SECTION SHALL BE 32", BUT IN NO CASE LESS THAN THAT REQUIRED TO TOTALLY REMOVE THE INFECTED MATERIAL. NEW SILL PLATES SHALL BE PRESSURE TREATED WOOD, A MINIMUM OF 32" LONG, ANCHORED IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND GENERAL NOTES. TEMPORARY SHORING DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

13. LUMBER SHOULD BE SO HANDLED AND STORED AS TO PREVENT MARRING AND MOISTURE ABSORPTION FROM RAIN. STORAGE OF LUMBER SHALL BE SUCH THAT NO LUMBER TO BE USED IN CONSTRUCTION IS IN DIRECT CONTACT WITH THE GROUND. 14. NOTCHING. NOTCHING OF BEAMS IS NOT PERMITTED UNLESS SPECIFICALLY DETAILED IN THE CONTRACT DOCUMENTS.

8/22/2013 9:10:53 AM

F/B = 1450 PSI F/B = 900 PSI

PLATES, SILLS AND SLEEPERS. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. BOTTOMS OF SILLS ON EXTERIOR FOUNDATION WALLS SHALL BE NOT LESS THAN 6" ABOVE OUTSIDE FINISHED EARTH GRADE. ON EXTERIOR WALLS WHERE THE EARTH IS PAVED WITH AN ASPHALT OR CONCRETE SLAB AT LEAST 18" WIDE AND DRAINING AWAY FROM THE BUILDING, THE BOTTOM OF SILLS MAY BE 2" ABOVE THE TOP OF SUCH PAVING. COLUMNS AND POSTS. ALL WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS. SUPPORTS SHALL BE DESIGNED TO HOLD THE COLUMN OR POST SECURELY IN POSITION AND TO PROTECT ITS BASE FROM DETERIORATION. IN AREAS EXPOSED TO WATER SPLASH AND IN EXTERIOR LOCATIONS, WOOD COLUMN AND POSTS SHALL BE SUPPORTED BY PIERS PROJECTING AT LEAST 2" ABOVE THE FINISHED FLOOR AND SHALL BEAR ON A METAL BASE PLATE OR A FOUNDATION PLATE OR SILL AS SPECIFIED IN SUBSECTION PARAGRAPH ABOVE. POSTS OR COLUMNS OF TREATED WOOD MAY BE PLACED DIRECTLY ON CONCRETE, SOLID MASONRY OR GROUTED MASONRY. WOOD AND EARTH SEPARATION. PROTECTION OF WOOD AGAINST DETERIORATION AS SET FORTH IN THE PREVIOUS PARAGRAPHS FOR SPECIFIED APPLICATIONS IS REQUIRED. IN ADDITION, WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURES AND LOCATED NEARER THAN 6" TO EARTH SHALL BE TREATED WOOD. WHERE LOCATED ON CONCRETE SLABS PLACED ON EARTH, WOOD SHALL BE TREATED WOOD. WHERE NOT SUBJECT TO WATER SPLASH OR TO EXTERIOR MOISTURE AND LOCATED ON CONCRETE HAVING A MINIMUM THICKNESS OF 3" WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN CONCRETE AND EARTH, THE WOOD MAY BE UNTREATED. MOISTURE CONTENT OF TREATED WOOD. WHEN WOOD PRESSURE TREATED WITH A WATER-BORNE PRESERVATIVE IS USED IN ENCLOSED LOCATIONS WHERE DRYING IN SERVICE CAN NOT READILY OCCUR, SUCH WOOD SHALL BE AT A MOISTURE CONTENT OF 19% OR LESS BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOOR COVERING OR OTHER MATERIAL. WEATHER EXPOSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT WATER OR MOISTURE ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. SUCH MEMBERS MAY INCLUDE: HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS.

C. BRACING. ALL EXTERIOR WALLS AND MAIN CROSS-STUD PARTITIONS WHICH ARE NOT PART OF THE LATERAL LOAD-RESISTING SYSTEM SHALL BE EFFECTIVELY AND THOROUGHLY BRACED AT EACH END, OR AS NEAR THERETO AS POSSIBLE, AND AS OTHERWISE NECESSARY TO RESIST WIND AND SEISMIC FORCES BY ONE OF THE FOLLOWING METHODS. FOR METHOD (B), THE MINIMUM WIDTH OF BRACED PANEL SHALL BE 48" MINIMUM. FOR METHODS (C) AND (D), THE MINIMUM WIDTH OF BRACED PANEL SHALL BE 96" WHEN APPLIED TO ONLY ONE FACE, AND 48" IF APPLIED TO BOTH FACES. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING.

THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL BE NOT LESS THAN THAT SET FORTH IN THE NAILING SCHEDULE BELOW.

PILOT HOLES SHALL BE PROVIDED FOR ALL NAILS 20D AND LARGER. PILOT HOLES SHALL HAVE A DIAMETER OF APPROXIMATELY 75% OF THE NAIL SHANK DIAMETER.

NAILS IN PLYWOOD SHALL NOT BE OVERDRIVEN TO THE EXTENT THAT NAILHEADS PENETRATE THE FACE PLY MORE THAN THE THICKNESS OF THE NAIL HEAD.

MACHINE APPLIED NAILING. USE OF MACHINE NAILING IS SUBJECT TO SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND IS SUBJECT TO THE APPROVAL OF THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. SUCH APPROVAL IS DEPENDENT ON CONTINUOUS SATISFACTORY PERFORMANCE. MACHINE NAILING IS NOT ALLOWED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.

ALL BOLTED WOOD CONNECTIONS SHALL BE MADE WITH BOLTS CONFORMING TO THE REQUIREMENTS OF ASTM A307. BOLT HOLES SHALL BE 1/32 INCH TO 1/16" LARGER THAN THE BOLT, DEPENDING ON THE SIZE OF THE BOLT. TIGHT FIT REQUIRING FORCIBLE DRIVING OF BOLTS IS NOT RECOMMENDED. RETIGHTEN ALL BOLTS BEFORE CLOSING-IN. A WASHER NOT LESS THAN A STANDARD CUT WASHER, OR IN LIEU THEREOF A METAL PLATE OR STRAP 12 GA. OR THICKER, SHALL BE INSTALLED BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT.

NOMINAL 1"X4" CONTINUOUS DIAGONAL BRACES LET INTO TOP AND BOTTOM PLATES AND INTERVENING STUDS, PLACED AT AN ANGLE NOT MORE THAN 60 DEGREES NOR LESS THAN 45 DEGREES FROM THE HORIZONTAL, AND ATTACHED TO THE FRAMING IN ACCORDANCE WITH UBC TABLE 23-I-Q.

PLYWOOD SHEATHING WITH A THICKNESS NOT LESS THAN 5/16" FOR 16" STUD SPACING AND NOT LESS THAN 3/8" FOR 24" STUD SPACING IN ACCORDANCE WITH UBC TABLES 23-I-M-1 AND 23-I-N-1.

GYPSUM BOARD SHEATHING NOT LESS THAN 1/2" THICK ON STUDS SPACED NOT OVER 24" ON CENTER AND NAILED AT 7" ON CENTER WITH NAILS AS REQUIRED IN UBC TABLE 25-I.

PORTLAND CEMENT PLASTER ON STUDS SPACED 16" ON CENTER INSTALLED IN ACCORDANCE WITH UBC TABLE 25-I.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

E. CUTTING AND NOTCHING. ANY CUTTING AND NOTCHING SHALL BE ONLY AS DETAILED ON THE CONTRACT DOCUMENTS. F.

BORED HOLES. HOLES EXCEEDING 1/3 OF THE WIDTH OF THE MEMBER BEING PENETRATED SHALL NOT BE PLACED IN STUDS UNLESS FULLY DETAILED ON THE CONTRACT DOCUMENTS. HOLES NOT EXCEEDING 1/3 OF THE STUD WIDTH SHALL BE NEATLY BORED AND SHALL BE LOCATED IN THE CENTER OF THE MEMBER BEING PENETRATED.

G. FRAMING DETAILS JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING, 2" MINIMUM IN THICKNESS, EXCEPT WHERE THE ENDS OF JOISTS ARE SUPPORTED BY JOISTS HANGERS OR ARE NAILED DIRECTLY TO THE SUPPORTING MEMBER. ALL JOISTS SHALL HAVE A MINIMUM OF 11/2" OF BEARING ON WOOD OR METAL, AND NOT LESS THAN 3" ON MASONRY OR CONCRETE. DOUBLE ALL TRIM JOISTS SUPPORTING HEADERS AT OPENINGS IN THE FRAMING THAT REQUIRE CUTTING OF A JOIST TO ACCOMMODATE THE OPENING, OR AS DETAILED ON THE PLANS. H. RAFTER TIES. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTERS SHALL BE TIED TO 1"X4" NOMINAL MINIMUM SIZED CROSS TIES. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FT. ON CENTER. I.

BLOCKING AND BRIDGING. ROOF JOISTS OR RAFTERS OF MORE THAN 8" IN DEPTH AND FLOOR JOISTS OF MORE THAN 4" IN DEPTH SHALL BE PROVIDED WITH BRIDGING TO DISTRIBUTE SUPERIMPOSED LOADS. FLOOR JOISTS SHALL BE BRIDGED A MAXIMUM OF 8 FEET ON CENTER AND ROOF JOISTS OR RAFTERS A MAXIMUM OF 10 FEET ON CENTER BY SOLID BLOCKING 2" THICK AND THE FULL DEPTH OF THE JOIST OR RAFTER, OR BY WOOD CROSS BRACING OF NOT LESS THAN 1"X3", OR NAILED METAL CROSS BRIDGING OF EQUAL STRENGTH. WHERE CROSS BRIDGING IS USED, THE LOWER ENDS OF SUCH CROSS BRIDGING SHALL BE DRIVEN UP AND NAILED AFTER THE FLOOR, SUBFLOOR OR ROOF HAS BEEN NAILED.

THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER.

SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE SCREW.

A WASHER NOT LESS THAN A STANDARD CUT WASHER, OR IN LIEU THEREOF A METAL PLATE OR STRAP 12 GA. OR THICKER, SHALL BE INSTALLED BETWEEN THE WOOD AND THE HEAD OF THE SCREW.

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

SOLID-SAWN RECTANGULAR LUMBER BEAMS, RAFTERS AND JOISTS SHALL BE SUPPORTED LATERALLY TO PREVENT ROTATION OR LATERAL DISPLACEMENT IN ACCORDANCE WITH THE FOLLOWING: IF THE RATIO OF DEPTH TO THICKNESS, BASED ON NOMINAL DIMENSIONS, IS:

WWW.SOLARDECATHLON.GOV

A. TWO TO 1, NO LATERAL SUPPORT IS REQUIRED. B. THREE TO 1 OR 4 TO 1, THE ENDS SHALL BE HELD IN POSITION, AS BY FULL-DEPTH SOLID BLOCKING, BRIDGING, NAILING OR BOLTING TO OTHER FRAMING MEMBERS, APPROVED HANGERS OR OTHER ACCEPTABLE MEANS. C. FIVE TO 1, ONE EDGE SHALL BE HELD IN LINE FOR ITS ENTIRE LENGTH. D. SIX TO 1, BRIDGING, FULL-DEPTH SOLID BLOCKING OR CROSS BRACING SHALL BE INSTALLED AT INTERVALS NOT EXCEEDING 8 FT. UNLESS BOTH EDGES ARE HELD IN LINE. E. EXCEPTION: BRIDGING, FULL DEPTH BLOCKING OR CROSS BRACING MAY BE INSTALLED AT INTERVALS NOT EXCEEDING 10 FT FOR ROOF JOISTS OR RAFTERS. F.

SEVEN TO 1, BOTH EDGES SHALL BE HELD IN LINE FOR THEIR ENTIRE LENGTH.

MARK

LEAD HOLES SHALL BE PREBORED AND SHALL HAVE A DIAMETER OF 70% OF THE ROOT DIAMETER OF THE SCREW. SCREWS SHALL BE SCREWED INTO PLACE, NOT DRIVEN INTO PLACE.

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

GENERAL NOTES

A. FOUNDATION PLATES OR SILLS. SILLS UNDER BEARING, EXTERIOR, OR SHEAR WALLS SHALL BE BOLTED TO THE MASONRY OR CONCRETE WITH NOT SMALLER THAN 5/8"X12" BOLTS SPACED AT NOT MORE THAN 4 FT ON CENTER. THERE SHALL BE A BOLT WITHIN 9" OF EACH END OF EACH PIECE OF SILL. WHERE SILLS ARE BORED OR NOTCHED EXCEEDING 1/3 THE SILL WIDTH, EXTRA BOLTS SHALL BE REQUIRED AS GIVEN FOR ENDS OF SILL PIECES. SUCH SILLS SHALL BE COMPLETELY BEDDED SO AS TO OBTAIN A CONTINUOUS BEARING. SILL PLATE ANCHORAGE AT SHEAR WALLS SHALL BE AS SPECIFIED IN THE SHEAR WALL SCHEDULE. TREATED WOOD SILLS WHERE CUT, DRILLED OR NOTCHED SHALL BE TREATED WITH A PRESERVATIVE APPROVED BY THE ARCHITECT. NO SILL PLATE SHALL BE LESS THAN 48" IN LENGTH, AND NO SILL PLATE SHALL BE ANCHORED WITH LESS THAN TWO BOLTS.

DESCRIPTION

SHEET TITLE

16. CONVENTIONAL CONSTRUCTION PROVISIONS:

DATE

ISSUE DATE:

D. WATER SPLASH. WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE OR SIMILAR MATERIALS AND ARE SUBJECT TO WATER SPLASH, THE FRAMING SHALL BE PROTECTED WITH APPROVED WATERPROOF PAPER.

S-003

B. WALL FRAMING. STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR

CLIENT

17. LATERAL SUPPORT.

ALL WOOD CONNECTIONS MADE WITH LAG SCREWS SHALL BE MADE WITH SCREWS CONFORMING TO THE REQUIREMENTS OF ANSI/ASME STANDARD B18.2.1. LEAD HOLES FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60% TO 75% OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. USE 60% FOR LAG SCREWS LESS THAN 5/8" , AND 75% FOR 5/8" & LARGER SCREWS.

D. PIPES IN WALLS. STUD PARTITIONS CONTAINING PLUMBING, HEATING, OR OTHER PIPES SHALL BE SO FRAMED AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. NOTCHES SHALL NOT BE PLACED IN STUDS UNLESS FULLY DETAILED ON THE CONTRACT DOCUMENTS.

C. FASTENING. a.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

TO THE WALL. NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. WHERE WOOD AND MASONRY OR CONCRETE WALLS INTERSECT, THE END STUD SHALL BE FASTENED WITH BOLTS OR OTHER DEVICES AT TOP, BOTTOM AND MIDHEIGHT WITH AT LEAST THE EQUIVALENT OF 1 BOLT OF 1/2" DIAMETER PASSING THROUGH THE END STUD AND EMBEDDED IN THE MASONRY OR CONCRETE A MINIMUM OF 4". ALL STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES, OVERLAPPING AT INTERSECTIONS. SPLICES IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 48".

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

18.

NAILING SCHEDULE: (MINIMUM REQUIREMENTS) SEE DETAILS FOR MORE STRINGENT REQUIREMENTS. CONNECTION

COMMON WIRE NAILS

JOISTS OR RAFTERS TO SIDES OF STUDS 8" JOIST OR LESS .................................................................................. (3) 16D FOR EACH ADDITIONAL 4" DEPTH OF JOIST ......................................... (1) 16D BRIDGING TO JOIST, TOENAIL EACH END (2) 8D BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS - TOENAILS EACH SIDE, EACH END .............. (2) 10D BLOCKING BETWEEN STUDS, EACH END ...... (2) 10D TOENAILS OR (2) 16D 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL ....................... (2) 8D WIDER THAN 1"X6" SUBFLOOR TO EACH JOIST, FACE NAIL ................... (3) 8D 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL .................. (2) 16D SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL ................................................................ 16D @ 16" AT BRACED WALL PANELS ............................................. (3) 16D PER 16" TOP PLATE TO 2X STUD, END NAIL ................................................. (2) 16D TOP PLATE TO 3X STUD, END NAIL ................................................. (3) 16D TOP PLATE TO 4X6 AND LARGER STUDS/POSTS, END NAIL ................ (4) 16D 2X STUD TO SOLE PLATE ................ (4) 8D TOENAILS OR (2) 16D END NAILS 3X STUD TO SOLE PLATE ............... (6) 8D TOENAILS OR (3) 16D END NAILS 4X AND LARGER STUDS/POSTS TO SOLE PLATE ................ (4) 16D END NAILS DOUBLE STUDS, FACE NAIL ......................................................... 16D @ 24" DOUBLED TOP PLATES, TYPICAL FACE NAIL ................................... 16D @ 16" DOUBLED TOP PLATES, @ LAP SPLICES, EACH SIDE OF SPLICE ....... (12) 16D BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL ........... (3) 8D RIM JOIST TO TOP PLATE, TOENAIL ................................................. 8D @ 6" TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL ............................. (2) 16D CONTINUOUS HEADER, TWO PIECES ............... 16D @ 16" ALONG EACH EDGE CEILING JOIST TO PLATE, TOENAIL ....................................................... (3) 8D CONTINUOUS HEADER TO STUD, TOENAIL ............................................. (4) 8D CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL ............................ (3) 16D CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL ................................ (3) 16D JOISTS OR RAFTERS AT ALL BEARINGS, TOENAILS, EA. SIDE ................. (2) 10D 1" BRACE TO EACH STUD AND PLATE, FACE NAIL .............................. (2) 8D BUILT-UP CORNER STUDS ........................................................... 16D @ 24" BUILT-UP GIRDER AND BEAMS ................ 20D @ 32" AT TOP AND BOTTOM, STAGGERED, PLUS (2) 20D AT ENDS AND AT EACH SPLICE 2" PLANKS ........................................................ (2) 16D AT EACH BEARING

MANUFACTURED WOOD MEMBERS 1.

LAMINATED VENEER LUMBER (L.V.L.): FB = 2600 PSI FC (PERPENDICULAR TO GRAIN) = 750 PSI FC (PARALLEL TO GRAIN) = 2,510 PSI FV = 285 PSI E = 1,900,000 PSI

PARALLEL STRAND LUMBER: (P.S.L.) FB = 2900 PSI FC (COMP. PERPEN. TO GRAIN PARAL. TO WIDE FACE OF STRANDS) = 650 PSI FC (COMP. PARALLEL TO GRAIN) = 2,900 PSI FV = 290 PSI (HORIZ. SHEAR PERPEN. TO WIDE FACE OF STRANDS) E = 2,000,000 PSI

1.3E TIMBERSTRAND LUMBER: (L.S.L.) FB = 1700 PSI FC (PERPENDICULAR TO GRAIN) = 435 PSI FC (PARALLEL TO GRAIN) = 1,400 PSI FV = 150 PSI E = 1,300,000 PSI

ENGINEERED (MANUFACTURED) LUMBER SHALL BE FABRICATED IN AN LA CITY BUILDING DEPARTMENT LICENSED SHOP. EACH MEMBER SHALL BE CLEARLY MARKED FOR IDENTIFICATION.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

19. BOLT HOLES FOR HOLDOWN ATTACHMENTS TO BOUNDARY ELEMENTS SHALL BE 1/16" MAXIMUM LARGER IN DIAMETER THAN THE BOLT TO THE BOUNDARY ELEMENT. INSPECTOR TO VERIFY. HOLDOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 20. WHERE SHEAR WALL BOUNDARY ELEMENTS ARE COMPOSED OF DOUBLE OR TRIPLE 2X MEMBERS (STUDS, SILL PLATES, TOP PLATES, ETC.), THE EDGE NAILING REQUIRED IN THE SHEAR WALL SCHEDULE SHALL BE EQUALLY DISTRIBUTED BETWEEN THE INDIVIDUAL BOUNDARY ELEMENTS. IN NO CASE, HOWEVER, SHALL THE NAILING TO THE 2X BOUNDARY AT THE EXTREME EDGE OF THE SHEAR WALL PANEL EXCEED A SPACING OF 12". BUILT-UP STUDS AT THESE BOUNDARY MEMBERS SHALL BE NAILED TOGETHER WITH TWO ROWS OF 16D NAILS, EACH ROW SPACED AT NO MORE THAN 8" ON CENTER (NET SPACING = 4" ON CENTER) UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 21. INSPECTION OF PLYWOOD SHEAR WALLS BY A SPECIAL DEPUTY INSPECTOR IS REQUIRED FOR ALL SHEAR WALLS HAVING A DESIGN CAPACITY OF MORE THAN 300 LBS. PER FOOT (SEE SHEAR WALL SCHEDULE FOR DESIGN CAPACITIES OF INDIVIDUAL SHEAR WALL TYPES). 22. APPROVED PLATE WASHERS, IN LIEU OF STANDARD CUT WASHERS, SHALL BE PROVIDED FOR ALL PLYWOOD SHEAR WALL SILL PLATE ANCHOR BOLTS. APPROVED PLATE WASHERS, IN LIEU OF STANDARD CUT WASHERS, SHALL ALSO BE PROVIDED FOR HOLDOWN CONNECTOR BOLTS TO THE VERTICAL SHEAR WALL BOUNDARY ELEMENTS. APPROVED PLATE WASHERS SIZES ARE AS FOLLOWS: C

1/2" DIAMETER BOLTS .................................... 5/8" DIAMETER BOLTS ................................... 3/4" DIAMETER BOLTS ................................... 7/8" DIAMETER BOLTS ................................... 1" DIAMETER BOLTS ..................................

3/16" THICK X 2.00" X 2.00" 1/4" THICK X 2.50" X 2.50" 5/16" THICK X 2.75" X 2.75" 5/16" THICK X 3.00" X 3.00" 3/8" THICK X 3.50" X 3.50"

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

PLYWOOD WEB JOISTS

MEMBER DESIGNATIONS FOR PREFABRICATED PLYWOOD WEB JOISTS SHOWN ON THE DRAWINGS ARE BASED ON PRODUCTS MANUFACTURED BY TRUS JOIST.

SUBSTITUTIONS FOR MEMBERS SHOWN ON THE DRAWINGS SHALL BE OF THE SAME DEPTH (WITHIN 1/8"), STRENGTH, STIFFNESS AND BEARING PROFILE AS THOSE SPECIFIED, AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SUBMITTALS SHALL INCLUDE A TABLE SHOWING THE PRODUCT SPECIFIED, THE PROPOSED SUBSTITUTE PRODUCT, LOAD CAPACITY TABLES FOR BOTH PRODUCTS, AND A CATALOG CUT SHEET FOR THE PROPOSED SUBSTITUTION SHOWING GENERAL DIMENSIONS, BEARING CONDITIONS, WEB MATERIAL AND FLANGE MATERIAL. SUBSTITUTIONS SHALL ALSO MEET ALL OTHER REQUIREMENTS AND SPECIFICATIONS AS FOR THE SPECIFIED PRODUCT. A CHANGE ORDER APPROVED BY THE ENFORCEMENT AGENCY PRIOR TO FABRICATION IS REQUIRED FOR ANY SUBSTITUTIONS.

A COMPLETE SHOP DRAWING SUBMITTAL SHALL BE MADE TO THE ARCHITECT PRIOR TO FABRICATION. FABRICATION SHALL NOT OCCUR UNTIL SHOP DRAWINGS HAVE BEEN RETURNED AND APPROVED. SUBMITTAL SHALL INCLUDE: A. COMPLETE LAYOUT PLANS SHOWING DIMENSIONED LOCATIONS OF ALL MEMBERS AND SHOWING ALL REQUIRED BRIDGING, BRACING AND BLOCKING.

B. COMPLETE SET OF DETAILS SHOWING EACH DIFFERENT BEARING CONDITION. C. SPECIAL INDICATION ON THE LAYOUT PLANS OF ALL JOISTS AND BLOCKING TO BE USED FOR SHEAR TRANSFER AS PER STRUCTURAL DRAWINGS. D. COMPLETE SET OF CALCULATIONS FOR ALL JOIST TYPES INCLUDING DEFINITIONS OF ABBREVIATIONS USED. SUBMITTAL MATERIAL SHALL BE SIGNED BY A PROFESSIONAL ENGINEER

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

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USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

GENERAL NOTES A

S-004 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:01 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3. 4. 5. E

1.5

2.5

10'-0 1/8"

SEISMIC PIER FOUNDATION JACK IS ANCHORED TO CONCRETE RUNWAY WITH THREADED RODS. SEISMIC PIER IS ADJUSTABLE TO COMPENSATE UNEVEN GROUND ON SITE. SEISMIC PIER DESIGN UPLIFT RESISTANCE @ 85 MPH MODULAR SPLIT LINE OCCURS AT GRID 2 AND 3 CP SEISMIC PIERS ON GRID 2 & 3 SHIFTED 4 " NORTH AWAY FROM HORIZONTAL GRIDS B THROUGH E

10'-1"

7'-11 7/8"

23'-9 7/8" TEAM NAME: TEAM USC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 8'-3 1/8"

4'-0 3/4"

1'-0"

SHEET KEYNOTES 1.

EDGE OF BUILDING

E 6"

5/ 8"

11 '

-8

1/ 4"

9'-0 5/8"

13 '-2

D 6"

6" C

11'-0 3/4"

39 '-3

CLIENT U.S. DEPARTMENT OF ENERGY

1/ 8"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

7'-5 5/8"

13 52 00

REFERENCE KEYNOTES

6" 4 3/4"

13 52 00

SEISMIC PIER

5'-7"

MARK A

1.5

MODULAR SPLIT

9'-1 1/2" A

2.5

DRAWN BY:

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CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

1/4" = 1'-0"

USC_11

FOUNDATION PLAN

A1 FOUNDATION PLAN

LOT NUMBER:

SHEET TITLE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:03 AM

DESCRIPTION

6'-4 5/8"

DATE

S-101

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3. 4. 5.

1.5

2.5

FLOOR LL DESIGN = 40 PSF STRUCT I 15/32" FLOOR OSB SHEATHING DIAPHRAGM MODULAR SPLIT LINE OCCURS @ GRID 2 AND 3 DIMENSION MEASURED TO FACE OF STEEL. BRACING IS REQUIRED AT CP SEISMIC PIER ON GRID 1 AND 4. FOR DETAIL, SEE S-701.

TEAM NAME: TEAM USC 31'-11 5/8"

F 11'-11 5/8"

10'-1"

DBL. LSL 1-3/4X9-1/2

DBL. LSL 1-3/4X9-1/2 8'-10 7/8"

(EL. +2'-1 5/8)

C12x20.7 D

SHEET KEYNOTES 1.

C12x20.7

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

C12x20.7

0" BACK TO BACK

2. 3.

DOUBLE LSL 1-3/4X9-1/2 AROUND THE FLOOR OPENING. TJI BLOCKING OCCURS AT EVERY 4'. TYPICAL BOLT HOLE LOCATION FOR BOTTOM PLATE TO STEEL CONNECTION.

0" BACK TO BACK

C12x20.7

SYMBOL LEGEND C12X20.7

C12X20.7

11'-0 3/4"

C12x20.7

33'-11"

U.S. DEPARTMENT OF ENERGY 2X8 LVL FRAMING 0" BACK TO BACK

0" BACK TO BACK

CLIENT

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

TJI FRAMING STEEL FRAMING

C12x20.7

1'-6 7/8"

MC8X18.7

STEEL SPLICE

REFERENCE KEYNOTES

MC8X18.7 (EL. +2'-1 5/8)

MC8X18.7

7'-5 5/8"

DBL. TJI 230 9-1/2"

EXTENT OF JOIST FRAMING

C C12X20.7

2x8

MC8X18.7

C12x20.7

2x8

MC8X18.7 (EL. +2'-1 5/8)

C12x20.7

MARK

1.5

MODULAR SPLIT

2.5

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

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USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 FLOOR FRAMING PLAN 1/4" = 1'-0"

FIRST FLOOR FRAMING PLAN

S-201 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:14 AM

DESCRIPTION

MODULAR SPLIT

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

4'-10 7/8"

MC8X18.7

9'-11"

MC8X18.7

C12x20.7

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. FOR E.N., F.N. SEE S-70 2. PERPENDICULAR TO JOIST 3. MODULAR SPLIT LINE @ GRID 2 & 3

1.5

2.5

31'-11 5/8" 11'-11 5/8"

F 2'-0"

4'-0"

10'-1" 4'-0"

2'-0"

4'-0"

TEAM NAME: TEAM USC

9'-11"

4'-0"

1'-11 5/8"

4'-0"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

2'-0"

G A

1. JOISTS UNDERNEATH E

8'-0"

F B

A 8'-0"

FLOOR SHEATHING TABLE

G A

8'-0"

D G

8'-0"

C G

8'-0"

4'-0"

C H

2'-4 1/8"

1'-7 7/8"

5'-7 7/8"

F K

12'-0"

TYPE

SIZE

QUANTITY

4X8

4X6

4X5

4X4

4X3

4X2

2X8

2X6

2X5

2X3

2X2

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

B B

MARK

1.5

MODULAR SPLIT

2.5

8' A

1/4" = 1'-0"

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

FLOOR SHEATHING DIAPHRAGM

S-202 3

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DATE

SHEET TITLE

A1 FLOOR SHEATHING DIAPHRAGM PLAN

CLIENT

REFERENCE KEYNOTES

8/22/2013 9:11:16 AM

SHEET KEYNOTES

PRODUCED BY AN AUTODESK STUDENT PRODUCT

H 5'-10 1/2"

L 4'-8 5/8"

1'-10 1/2"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

E LIN T I PL S R LA U D MO

MARK

E LIN T I PL S R LA U D MO

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

8/22/2013 9:11:21 AM

S-203 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ISOMETRIC FLOOR

A1 ISOMETRIC FLOOR FRAMING

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 ISOMETRIC BUILDING STRUCTURE FRAMING 1

S-204 4

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:27 AM

ISOMETRIC BLDG STRUCTURE FRAMING

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3. 4.

1.5

2.5

ROOF LL DESIGN = 20 PSF STRUCT I 15/32" OSB ROOF SHEATHING DIAPHRAGM MODULAR SPLIT LINE OCCURS @ GRID 2 AND 3 DIMENSION MEASURED TO FACE OF STEEL

TEAM NAME: TEAM USC 31'-11 5/8"

F 1'-11 1/2"

10'-0 1/8"

10'-1"

C10X20 LSL 1 3/4X 9 1/2

LSL 1 3/4X 9 1/2

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

C10X20

4'-5"

C10X20

19'-11 5/8"

SHEET KEYNOTES

LSL 1 3/4X 9 1/2

4'-10 7/8"

C10X20

1'-11 1/8"

33'-11"

C10X20

SOLAR DECATHLON 2013

C10X20

WWW.SOLARDECATHLON.GOV

SYMBOL LEGEND

0" BACK TO BACK

LSL 1 3/4X 9 1/2

CLIENT U.S. DEPARTMENT OF ENERGY

LSL 1 3/4X 9 1/2

0" BACK TO BACK

TJI 230 9 1/2"

TJI FRAMING

C10X20

STEEL FRAMING

9'-0 1/2"

EXTENT OF JOIST FRAMING

REFERENCE KEYNOTES

B C10X20

C10X20

MARK

DESCRIPTION

MODULAR SPLIT

1.5

2.5

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 ROOF FRAMING PLAN 1/4" = 1'-0"

8/22/2013 9:11:37 AM

DATE

MODULAR SPLIT

ROOF FRAMING PLAN

S-301 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

7'-11 7/8"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

LSL 1 3/4X 9 1/2

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. FOR E.N., F.N. SEE S-70 2. PERPENDICULAR TO JOIST 3. MODULAR SPLIT LINE @ GRID 2 & 3

1.5

2.5

TEAM NAME: TEAM USC

F 2'-0"

4'-0"

2'-0"

4'-0"

2'-0"

4'-0"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

2'-0"

1. JOISTS UNDERNEATH

E 8'-0"

SHEET KEYNOTES

5'-10 1/2"

8'-0"

A A

8'-0"

ROOF SHEATHING TABLE TYPE

SIZE

QUANTITY

CLIENT U.S. DEPARTMENT OF ENERGY

8'-0"

C 8'-0"

8'-0"

4X8

4X6

4X4

4X2

2X8

2X6

2X2

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES

D 4'-0"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

2.5

A1 ROOF SHEATHING DIAPHRAGM PLAN 1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:46 AM

1.5

ROOF SHEATHING DIAPHRAGM

S-302 7

PRODUCED BY AN AUTODESK STUDENT PRODUCT

G 5'-10 1/2"

1'-10 1/2"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

E LIN T I PL S R LA U D MO

MARK

E LIN T I PL S R LA U D MO

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

S-303 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:50 AM

ISOMETRIC ROOF

A1 ISOMETRIC ROOF FRAMING

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

1.5

2.5

REQUIRES 4X4 WOOD POST + HDU2-SDS2.5 REQUIRES 4X4 WOOD POST + HDU4-SDS2.5 MODULAR SPLIT LINE OCCURS @ GRID 2 AND 3

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

1'-0 1/2"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

4'-0" 1

4'-0"

TEAM NAME: TEAM USC

10 7/8"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

HDU2-SDS2.5

8 3/8"

HSS3-1/2X3-1/2X1/4 TEMPORARY COL.

6 1/8"

4'-7 7/8"

4 1/2"

8 1/2"

2'-2 3/4"

4'-0"

HSS3-1/2X3-1/2X1/4 TEMPORARY COL. 4'-0"

1. 2.

1/2" PLYWOOD STR. I @ 6" O.C., D10 1/2" PLYWOOD STR. I @ 6" O.C., D10

SYMBOL LEGEND TIMBER SHEAR WALL (2X4 @ 16" O.C. U.N.O)

2 D1 S-702

8 1/8"

4'-0"

CLIENT U.S. DEPARTMENT OF ENERGY

NOTE: HANGING POINT COLUMNS ALONG GRID C.

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE

2'-3 3/4"

HSS3-1/2X3-1/2X1/4 PERMANENT COL.

7 3/4"

5 1/4"

HSS3-1/2X3-1/2X1/4 TEMPORARY COL.

HDU4-SDS2.5

HSS3-1/2X3-1/2X1/4 PERMANENT COL.

TIMBER PARTITION WALL (2X4 @ 16" O.C. U.N.O)

6'-10 1/2"

HDU4-SDS2.5

2'-5 1/2"

1'-0 1/2"

2'-9 1/8"

3'-9 1/4"

1'-4 1/2"

4'-0"

HDU4-SDS2.5

NOTE: HANGING POINT COLUMNS ALONG GRID E.

HSS3-1/2X3-1/2X1/4 PERMANENT COL.

25'-1 1/4"

6" 6 1/8"

5 3/8"

15'-9 1/4"

3 3/4"

HSS 3-1/2X3-1/2X1/4 PERM. COL

SHEET KEYNOTES

HSS 3.5X3.5X1/4 STEEL COLUMN TYP. U.N.O. 4X4 WOOD POST

HDU4-SDS2.5

HDU2-SDS2.5

REFERENCE KEYNOTES

6 1/2"

4'-0"

6 1/2"

HOLD DOWN

B 1'-2 5/8"

4'-0"

1'-3 3/4"

10'-5 1/2"

4'-0" 9'-11"

MARK

MODULAR SPLIT

20'-4 1/2"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

1.5

2.5

4 A

A1 SHEAR WALLS POSTS AND COLUMNS

1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:11:58 AM

SHEAR WALLS POSTS AND COLUMNS

S-401 7

PRODUCED BY AN AUTODESK STUDENT PRODUCT

2 1/4"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1.5

2.5

1. S-401B IS A BOLT LAYOUT DRAWING FOR FLOOR AND CEILING. HOWEVER, THERE WILL BE ADDITIONAL BOLTS AT CEILING LEVEL WHERE DOORWAYS AND OPENINGS WITH NO SILL PLATE THAT DO HAVE A TOP PLATE OVER A LINTEL.

13 15/16"

7 7/8"

39 7/8"

40"

18 1/16"

39 3/4"

11 9/16"

40 1/4"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1 1

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

6 1/2" D

5 3/4"

SHEET KEYNOTES

6 1/8" 1

4 1/2"

35"

2'-11"

48"

1'-4 1/2"

6 1/16"

2'-11"

4'-0"

8 1/2"

48"

45 1/2"

4 1/2"

33 3/16"

1'-0 1/2"

1. FENESTRATION

SYMBOL LEGEND

25'-1 1/4"

15'-9 1/4"

8 3/8"

TIMBER SHEAR WALL (2X4 @ 16" O.C. U.N.O)

TIMBER PARTITION WALL (2X4 @ 16" O.C. U.N.O) 2'-5 1/2"

32 1/4"

62 1/2"

6 3/16"

NOTE: HANGING POINT COLUMNS ALONG GRID E.

SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE

CLIENT

7 3/4" 6 1/2"

32 3/16"

32 5/8"

6'-10 1/2"

HOLD DOWN NOTE: HANGING POINT COLUMNS ALONG GRID C.

C HOLES PER APPROVED SHOP DRAWINGS.

BOLT HOLE FOR TOP PLATE @ OPENING AND DOOR WAY

6 1/2"

REFERENCE KEYNOTES

9 3/4"

WWW.SOLARDECATHLON.GOV

4X4 WOOD POST

12 1/2"

18 3/4" 31 1/16"

3'-8 1/8"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

9 1/4"

32"

56 5/8"

HSS 3.5X3.5X1/4 STEEL COLUMN TYP. U.N.O.

B 1

16 5/16" 31 1/2"

32 7/16" 12 1/8"

39 3/4"

10'-5 1/2"

40"

20 7/16"

9'-11"

MARK

MODULAR SPLIT

20'-4 1/2"

MODULAR SPLIT

Date 1

Revision 1

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

1.5

2.5

A1 BOLT LAYOUT LOCATION

BOTTOM PLATE BOLT LAYOUT

S-401B 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:12:07 AM

1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

2.5

F 3'-1 1/8"

4'-0"

10"

4'-0"

1'-2"

4'-0"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

8 1/2"

4'-0"

TEAM NAME: TEAM USC

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

4'-0 1/4"

4'-0"

1. COURTYARD SKYLIGHT OPENING 2. SHOWER SKYLIGHT OPENING

3'-11 1/4"

3'-4 1/4"

3'-0"

3'-1"

2'-11 5/8"

NOTE: HANGING POINT COLUMNS ALONG GRID C.

4'-0"

8' - 6" CEILING 7' - 9" CEILING

4'-0"

6 1/2"

4'-0"

SOLAR DECATHLON 2013

BOLT

REFERENCE KEYNOTES

1'-0"

U.S. DEPARTMENT OF ENERGY

WWW.SOLARDECATHLON.GOV

4'-0"

CLIENT

SYMBOL LEGEND

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

4'-0"

3'-11"

2'-10"

3'-3"

1'-2"

4'-0"

3'-1"

3'-0"

1'-0"

4'-0"

2'-6"

4'-0"

NOTE: HANGING POINT COLUMNS ALONG GRID E.

2'-8"

2'-6"

6" 4'-0"

2'-0"

1'-0"

4'-0"

3'-5"

4'-0"

2'-3 1/2"

4'-0"

2'-10"

4'-0"

SHEET KEYNOTES

B 4'-3 3/8"

4'-0"

3'-4 3/4"

4'-0"

3'-0"

8" MODULAR SPLIT

MODULAR SPLIT

1'-4 3/8"

2'-2 1/4"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

2.5

A4 RCP - BOLT LAYOUT LOCATION

S-401C 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:12:30 AM

1/4" = 1'-0"

RCP BOLT LAYOUT LOCATION

PRODUCED BY AN AUTODESK STUDENT PRODUCT

4'-0"

3'-0"

4'-0"

10"

6 1/4"

1'-0" 1'-0"

6 1/2"

3 1/4"

MODULAR SPLIT LINE OCCURS @ GRID 2 AND 3 BOLT CANNOT EXCEED 4" - 9" FROM EDGE S-401C IS A BOLT LAYOUT DRAWING FOR CEILING TOP PLATE. HOWEVER, THERE WILL BE ADDITIONAL BOLTS AT CEILING LEVEL WHERE DOORWAYS AND OPENINGS WITH NO SILL PLATE THAT DO HAVE A TOP PLATE OVER A LINTEL.

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 1/2" OSB INSTALL ON EXTERIOR WALLS FOR SHEAR RESISTANCE 2. 2. 3x4 BLK. MUST PLACE ON SHEERWALL TYPE II

D5 S-703

E DOUBLE TOP PLATE

4X6 HEADER

C10X20

DBL 2X4 HEADER

2'-9"

T.O. STRUCTURE 12'-9 5/8"

4X4 POST

TEAM NAME: TEAM USC

4'-0"

10'-6 1/8"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 3X4

1. TIMBERLAND WOOD STUD @ 16" O.C. 2. FIXED LITE PANE

FINISH FLOOR 2'-3 1/2" 13 52 00

GRADE LEVEL 0"

C1 FRAMING ELEVATION - WEST 3/8" = 1'-0"

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

D1 S-703

MILGUARD CASEMENT WINDOW, 920

T.O. STRUCTURE 12'-9 5/8"

REFERENCE KEYNOTES

2'-7 1/2"

4X4 POST

05 12 39.B6 05 12 39.B9 06 11 00.A8 06 11 00.D10 06 11 00.K1 06 11 00.L2 06 11 00.L4 08 51 13.C1 13 52 00

10'-6 1/8"

2'-10 1/2"

3'-10 1/2"

C12X20.7 C10X20 DOUBLE TOP PLATE DBL 2X4 HEADER 3X4 4X4 POST 4X6 HEADER MILGUARD CASEMENT WINDOW, 920 SEISMIC PIER

MARK

C12X20.7

FINISH FLOOR 2'-3 1/2"

A1 FRAMING ELEVATION - EAST

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

FRAMING ELEVATIONS

S-601 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:12:41 AM

3/8" = 1'-0"

DESCRIPTION

SHEET TITLE

GRADE LEVEL 0" A

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

2'-7 3/4"

SHEET KEYNOTES

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 19/32" OSB INSTALLED ON EXTERIOR WALLS FOR SHEAR RESISTANCE 2. 3 X 4 BLOCKING C10X20

DOUBLE TOP PLATE

T.O. STRUCTURE 12'-9 5/8"

2'-9 1/2"

BLOCKING

4'-0"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

2'-7"

C12X20.7 D

SHEET KEYNOTES

SEISMIC PIER

1. TIMBERLAND WOOD STUD @ 16" O.C.

GRADE LEVEL 0" C8X18.75

13 52 00

C1 FRAMING ELEVATION - NORTH 3/8" = 1'-0"

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

4X4 POST

C10X20

DOUBLE TOP PLATE

T.O. STRUCTURE 12'-9 5/8"

2'-7 1/2"

REFERENCE KEYNOTES BLOCKING 05 12 39.B6 05 12 39.B9 05 12 39.B14 06 11 00.A1 06 11 00.A8 06 11 00.K1 06 11 00.L2 13 52 00

4'-0"

3X4

C12X20.7 C10X20 C8X18.75 BLOCKING DOUBLE TOP PLATE 3X4 4X4 POST SEISMIC PIER

MARK

DATE

DESCRIPTION

2'-9"

C8X18.75

FINISH FLOOR 2'-3 1/2" SEISMIC PIER

A1 FRAMING ELEVATION - SOUTH

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

FRAMING ELEVATIONS

S-602 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:12:52 AM

3/8" = 1'-0"

USC_11

SHEET TITLE

GRADE LEVEL 0" A

LOT NUMBER:

PRODUCED BY AN AUTODESK STUDENT PRODUCT

FINISH FLOOR 2'-3 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 2.5

7'-11 5/8"

8'-0"

1.5

1. FOR E.N., F.N. SEE S-70 2. PERPENDICULAR TO JOIST 3. MODULAR SPLIT LINE @ GRID 2 & 3

MODULAR SPLIT LINE

8'-0"

TEAM NAME: TEAM USC

4'-0"

1'-5"

T.O. STRUCTURE 12'-9 5/8" A

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

B C

SHEET KEYNOTES

4'-0"

1'-1 1/2"

FINISH FLOOR 2'-3 1/2"

GRADE LEVEL 0"

C1 SHEATHING DIAPHRAGM ELEVATION-NORTH

TYPE

SIZE

QUANTITY

4X8

4X4

4X2

2X1

3/8" = 1'-0"

1.5

7'-11 3/4"

2.5

8'-0"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

8'-0"

T.O. STRUCTURE 12'-9 5/8"

TYPE

SIZE

QUANTITY

4X8

4X4

2X1

REFERENCE KEYNOTES

A 4'-0"

4'-0"

CLIENT U.S. DEPARTMENT OF ENERGY

MODULAR SPLIT LINE

MARK

4'-0"

FINISH FLOOR 2'-3 1/2"

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

GRADE LEVEL 0"

DATE

WALL SHEATHING DIAPHRAGM

A1 SHEATHING DIAPHRAGM ELEVATION-SOUTH

S-603 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:00 AM

3/8" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1. WALL STUDS BEHIND

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1. FOR E.N., F.N. SEE S-70 2. PERPENDICULAR TO JOIST 3. MODULAR SPLIT LINE @ GRID 2 & 3 4. 4. PLYWOOD TERMINATES @ SPLIT SEAM

E 1'-11 1/2"

8'-0"

1'-11 3/8"

8'-0"

5'-8 3/4"

3'-10 1/4"

T.O. STRUCTURE 12'-9 5/8"

A 4'-0"

8'-0"

FINISHED CEILING 10'-9 7/16"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

4'-0"

SHEET KEYNOTES

4'-0" A

FINISH FLOOR 2'-3 1/2"

GRADE LEVEL 0"

B1 SHEATHING DIAPHRAGM ELEVATION-WEST 3/8" = 1'-0"

TYPE

SIZE

QUANTITY

4X8

4X6

4X4

2X8

4X2

3 C

2. WALL STUDS BEHIND

CLIENT U.S. DEPARTMENT OF ENERGY

1'-11 1/4"

8'-0"

1'-5"

6'-9 3/4"

8'-0"

3'-8 3/4"

7'-8"

1'-10 1/2"

T.O. STRUCTURE 12'-9 5/8"

A 4'-0"

TYPE

SIZE

QUANTITY

4X8

4X7

4X4

4X2

2X2

2X1

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES

FINISHED CEILING 10'-9 7/16"

B A C

D 4'-0"

MARK

4'-0"

FINISH FLOOR 2'-3 1/2"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

GRADE LEVEL 0"

A1 SHEATHING DIAPHRAGM ELEVATION-EAST

WALL SHEATHING DIAPHRAGM

S-604 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:08 AM

3/8" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1. WALL STUDS BEHIND

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

BOLT BETWEEN MODULES OCCUR BETWEEN TJI'S

1.5

2.5

1.5

2.5

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1'-0"

10 3/8"

TEAM NAME: TEAM USC

4'-0"

4'-0" 5'-3"

5'-4"

5'-3"

4'-1"

4'-0"

4'-0" 4'-0"

4'-0"

SHEET KEYNOTES

SYMBOL LEGEND

CLIENT U.S. DEPARTMENT OF ENERGY

4'-0"

STEEL

4'-3"

4'-0"

TJI 9-1/2

2.5

2'-6"

2'-6" 9"

2.5

MODULAR SPLIT LINE

1.5

REFERENCE KEYNOTES B

MODULAR SPLIT LINE

STEEL SPLICE

1'-0 3/4"

WWW.SOLARDECATHLON.GOV

2X8

5'-4"

4'-0"

SOLAR DECATHLON 2013

MARK 4

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

C1 FLOOR PLAN - BOLT LOCATION

C4 ROOF PLAN - BOLT LOCATION

1/4" = 1'-0"

S-605 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:15 AM

BOLT LAYOUT @ SPLIT LINE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

4'-5"

5'-0"

4'-5"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 3

PIPE, STRAP

D/3 MAX.

D/2

5/6d

2" DIA. MAX. HOLE FOR 2X4 PLATE 4" DIA. MAX HOLE FOR 2X6 PLATE CENTER HOLE IN THE MIDDLE OF PLATE.

E PIPE, STRAP

DLB TOP PLATE

SIMPSON " PSPN5Z6F METAL TIE OR EQUAL BOTH SIDES OF TOP PLATE ACROSS NOTCH OR BORED HOLE. 16d COMMON NAILS PER PLATE

L/3 MAX. L/3 MIN. D/4 MAX SPACING OF HOLES NOT LESS THAN d SPACING OF HOLES NOT LESS THAN d

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 D

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: LEGEND: d = DEPTH OF JOIST OR STUD L - 0 CLEAR SPAN OF JOIST BETWEEN SUPPORTS

NOTES:

TYP. STUD

1. 2. 3. 4.

BORED HOLES OR NOTCHES ARE NOT PERMITTED IN JOISTS WHERE D=4" OR LESS. NOTCHES ARE NOT PERMITTED IN STUDS OR BEAMS. CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER OR I - JOISTS ARE NOT PERMITTED EXCEPT, WHERE PERMITTED BY MANUFACTURER'S RECOMMENDATION AND REVIEWED AND APPROVED BY THE ENGINEER. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF JOISTS AS A CUT OR NOTCH.

NOTE: AT SHEAR WALLS: CAREFULLY LOCATE ALL PIPES, INSTALL SHEATHING AND INSTALL METAL SPLICE ON TOP OF SHEATHING

D1 TYP. PLATE SPLICE PENETRATION THRU STUD

D5 TYP. HOLES / NOTCHES IN JOISTS AND STUDS

1 1/2" = 1'-0"

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

4-1/2" MIN. 9" MAX.

4-1/2" MIN. 9" MAX. 4-1/2" MIN. 9" MAX. MIN. 1-1/2" EDGE

PIPING WHERE OCCURS 6" MAX., TYP (DO NOT NAIL IN THIS ZONE)

PIPING WHERE OCCURS

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

TYP. PLATE DETAILS A

1 1/2" = 1'-0"

S-700 3

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DESCRIPTION

SHEET TITLE

NOTES: 1. PROVIDE A MINIMUM OF (2) BOLTS PER PIECE. 2. FOR COORDINATION OF HOLD DOWN RODS AND ANCHOR BOLTS AT SHEAR WALLS. SEE D5/ S-702 AND D4/ S-706.

A1 TYP. SILL PLATE BOLT LAYOUT

DATE

ISSUE DATE:

8/22/2013 9:13:21 AM

B 4-1/2" MIN. 9" MAX.

MARK

4-1/2" MIN. 9" MAX. 4-1/2" MIN. 9"MAX.

4-1/2" MIN. 9" MAX.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 19/32"@ SB DIaphragm 2. OSB TERM @ SPLIT SEAM

1/2" PLATE, TYP. NOTE: WHERE TOP FLANGE OF HANGER IS GREATER THAN 1/8" THICK, CUT OUT RECTANGLE FROM SHEATHING TO MATCH HANGER TOP FLANGE.

EACH HANGER TAB, TYP.

1/8-2

3-SIDES, TYP.

1/4 3-SIDES

1/4

5" C12X20.7

3/8" PLATE

HOLES FOR 3/8" D. BOLTS FOR SINGLE CHANNEL TO PIER CONNECTION

C12X20.7

2" PWJ, SEE PLANS

C12X20.7

3-SIDES

1/4

1 1/2"

C12X20.7

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

D1 TYP. PWJ HANGER TO STEEL BEAM W/O NAILER

D4 TYP. SHEAR CONNECTION TO BEAM

1 1/2" = 1'-0"

D6 CHANNEL STIFFENER PLATE

1 1/2" = 1'-0"

SHEET KEYNOTES

#12 SELF-DRILLING SCREW # 5 POINT

#12 SELF-DRILLING SCREW #5 POINT 1/8-2

EACH HANGER TAB

1/8-2

19/32" STR. 1 PLYWOOD

EACH HANGER TAB

TJI BLOCKING @ 48" O.C.

19/32" STR. 1 PLYWOOD

TJI JOIST

3/16

CHANNEL TO PLATE

3/16

1'-0"

TJI 230 9-1/2"

U.S. DEPARTMENT OF ENERGY

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL C12X20.7 C12X20.7

C1 TYP FLOOR JOIST PERPENDICULAR TO BEAM 1 1/2" = 1'-0"

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

1 1/2" = 1'-0"

S-701

S-701 2'-0"

5/8" D. BOLT STEEL WEDGE

SELF-DRILLING SCREW POINT # 5

TJI PER PLAN

MARK

TJI BLOCKING

2 1/4" TYP. 4 1/4"

4 - 3/8 D. BOLT

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

2 1/4" TYP.

24X24 CONCRETE PAD

2'-0"

5/8" D. BOLT

DATE

DESCRIPTION

STIFFENER PLATE

2 1/4" TYP.

1 1/2" = 1'-0"

STIFFENER PL.

2- 3/8" D. BOLT OPTION OF 4- #14 SELF TAP SCREWS

C6 TYP. SPLICED C CHANNEL

1/8 - 2

C12X20.7

WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES

STIFFENER PLATE 1/4"X 3"X4" ANGLE 3" WIDE

SOLAR DECATHLON 2013

MC8X18.7

1/2" THK. PL.

C3 TYP. FLOOR JOIST PARALLEL TO BEAM

EACH HANGER TAB PLYWOOD SPLIT

C12X20.7

CLIENT

4" 6"

C12X20.7

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

FLOOR DETAILS

A1 S-701

A1 CHANNEL TO PIER CONNECTION

A4 TYP. BRACE @ SUPPORT

1 1/2" = 1'-0"

A6 SEISMIC PIER PLAN

S-701

1 1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:31 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1. 2.

E.N.*

3. E 4.

PWJ HANGER SCHEDULE @ WINDOW OPENING

SHEATHING PER SPEC

@ WOOD BEAM OR LEDGER LBV

TJI 230 9-1/2"

HD POST, SEE SCHED

@ STEEL BEAM W/ NAILER

@ STEEL BEAM W/ OUTNAILER

LBV WELDED

HANGER DESIGNATIONS ARE FOR HANGERS MANUFACTURED BY SIMPSON. FOR SUBSTITUTIONS, SEE GENERAL NOTES. FOR WELDED HANGERS TO STEEL BEAM, USE TWO 1/8"- 2 WELDS ON EACH TAB. HOLDOWN DESIGNATIONS & CONNECTORS ARE FOR HOLDOWNS MANUFACTURED BY SIMPSON. USE SIMPSON SDS 1/4"x21/2" WOOD SCREWS.

HDU SCHEDULE REMARKS SYMBOL

HOLDOWN SIZE

NO WEB STIFF. REQ.

POST SIZE (MIN. X STUD WIDTH)

NO. OF SIMPSON SCREWS

ANCHOR BOLT DIA.

HDU2-SDS2.5

5/8" O

HDU4-SDS2.5

5/8" O TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

E.N.* TYPICAL CONDITION

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 TYP. HDU HOLDOWN POST DETAILS

D3 PWJ HANGER SCHEDULE 12" = 1'-0"

12" = 1'-0"

SHEET KEYNOTES

3X4 SILL PLATE

#12 SELF-DRILLING SCREW # 5 POINT

3X4

5/8" D. A325 BOLT 2"

EACH HANGER TAB

1/4

19/32" OSB TYP.

TJI BLOCKING @ 48" O.C.

HSS 2-1/2X2-1/2X1/4

#12 SELF-DRILLING SCREW #5 POINT

19/32" OSB TYP.

1/8-2

HSS 3-1/2X3-1/2X1/4

2 1/2"

1 3/4"

3-1/2X9-1/2X1/2 PL.

TJI 230 3-1/2X9-1/2 C

5/8" BOLT C

TJI JOIST

CLIENT U.S. DEPARTMENT OF ENERGY

C12X20.7

1/2" STIFFENER PLATE

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

C12X20.7

NOTE: FOR WELD AND PLATE INFORMATION NOT SHOWN, SEE A4/S-702.

C12X20.7

C1 TYP. FLOOR @ EXTERIOR PARALLEL TO TJI 1 1/2" = 1'-0"

TO TJI

C4 TYP FLOOR @ EXTERIOR 1 1/2" = 1'-0"

C5 TEMP. COLUMN DETAIL @ FLOOR 1 1/2" = 1'-0"

REFERENCE KEYNOTES

05 12 39.B6 06 05 23.B3 06 11 00.K1

B HSS 3.5X3.5X.25 STEEL COL.

C12X20.7 5/8" LAG SCREW 3X4

A4 5/8" LAG SCREW

5/8" LAG SCREW TYP.

3/4" FIN. FLOOR PER SPEC.

2X4 STUD

HSS 3.5X3.5X.25 STEEL COL.

4X4 POST

1/2" THK PLATE (1-1/2X4-1/2)

HOLD DOWN 5/8" D. A307 BOLT

MARK

19/32" OSB TYP. C10X20

EXCEPT AS NOTED OTHERWISE

5/16

3X4 SILL PLATE

HSS 3.5X3.5X.25 STEEL COL. EXCEPT AS NOTED OTHERWISE

5/16 1/4

5/8" A307 BOLT

1/2" PLATE

1/2" THK PLATE (1-1/2X4-1/2)

1/2" THK PLATE

1/2" PLATE C12X20.7 3"

C12X20.7

3/16

TWO 1/2" THK PLATE

1/2" THK PLATE (1-1/2X4-1/2)

A1 HD TO BEAM CONNECTION 1 1/2" = 1'-0"

A2 SECTION DETAIL 1 1/2" = 1'-0"

A4 _SECTION DETAIL 1 1/2" = 1'-0"

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

A5 COLUMN TO BEAM CONNECTION 1 1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:41 AM

NOTES: 1) WHEN SPACE PERMITs, a = 1-1/2". OTHERWISE, a = 1-5/16".

LOT NUMBER:

FLOOR DETAILS

DESCRIPTION

SHEET TITLE

C12X20.7 a

DATE

S-702

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1 1/2" = 1'-0"

D5 TYPICAL HDU HOLDOWN SCHEDULE

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES BEND OVER ON TOP OF NECESSARY

10d. X 1 1/2" NAIL IN ALL HOLES

STUD BEYOND

THAI 422 OR THAI-2

4X10 BEAM

3X4 BOTTOM PLATE

1. FRAMING AT SHOWER IS MODIFIED FOR APPROPRIATE WATER DRAINAGE. 2. TJI JOISTS NEED TO BE REINFORCED AND APPROPRIATE HANGERS. SEE DETAIL DRAWINGS. E

A 35 ANGLE

TOP OF TJI FACES MUST BE FLUSHED

1.5X3.5 1.6E LSL 3 1/8"

TEAM NAME: TEAM USC

TOE NAIL

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

5 7/8"

BLK. TO MATCH @ TOP OF CUT JOIST CUT TJI

CUT TJI

D1 CUT TJI @ SHOWER FOR DEPRESSION

D3 CUT TJI SUPPORT @ SHOWER

3" = 1'-0"

TJI 230 X 9 1/2

SHEET KEYNOTES

D6 BEAM SUPPORT NORTH END 3" = 1'-0"

TJI 230 X 9 1/2 CUT

SYMBOL LEGEND

CLIENT U.S. DEPARTMENT OF ENERGY

C12X20.7

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

S-702B

MODIFIED TJI

4X10 BEAM

S-702C D3

STEEL FRAME

4X10 BEAM

REFERENCE KEYNOTES

C12X20.7

S-702B

MARK

S-702C

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 ENLARGED FLOOR FRAMING @ SHOWER

S-702B 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:46 AM

1 1/2" = 1'-0"

ENLARGED BATHROOM FLOOR FRAMING

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

1. CREATE A BOX FRAME OCCUR AT PIPE PENETRATION. 2. APPROPRIATE TJI BLOCKING IS REQUIRED AT EVERY FOOTING. SEE DETAIL DRAWING.

BOUNDARY DIAPHRAGM NAILING C-CHANNEL BELOW

4X10 BEAM WALL STUD

TJI 230 X 9 1/2 C12X20.7

19/32 OSB DIAPHRAGM

C1 S-702C

LAG SCREW (2) REQUIRED AT 3' APART A 34 OR A35 FRAMING ANGLE OR NAIL TO STUD IF ADJACENT

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

BLOCKING

SHEET KEYNOTES

D1 PLAN - BEAM SUPPORT SOUTH END 3" = 1'-0"

D3 BLOCKING @ NORTH END 3" = 1'-0"

D5 OPENING FOR PIPE CLEARANCE 3" = 1'-0"

1/8

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

PL. STIFFENER BELOW

CUT HOLE ON BACKSIDE OF CONNECTING CHANNEL

BACKER BLOCK 7/8"X6" NOMINAL (DEPTH MINIMUM)

CLIENT U.S. DEPARTMENT OF ENERGY

1/2" SHEAR PLATE CONNECTOR

TJI 230 X 9 1/2

C12X20.7

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

C10X20

TJI 230 X 9 1/2 SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

C1 TJI BACKER BLOCK TYPICAL 3" = 1'-0"

C3 WELDED HANGER TO BACK OF C-CHANNEL 3" = 1'-0"

C5 THREADED ROD TO CHANNEL 3" = 1'-0"

REFERENCE KEYNOTES B

10"X3/4" DIA. A325 THREADED ROD 5/16

C10X20

4 1/2"

MARK

3/16

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

FLOOR DETAILS

1/2" STIFFENER PLATE A

A1 THREADED ROD TO CHANNEL SECTION

S-702C

3" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:53 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

TEAM NAME: TEAM USC

PIPE

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

4'-4" 2 3/4"

1'-4"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1'-4"

1'-8 1/4"

INSIDE EDGE OF TUB

3'-9"

2X4 PLATE 2X4 TOP PLATE

2X4 CRIPPLE STUD

1'-4"

4'-4"

3'-9"

2X4 CRIPPLE STUD

TUB DRAIN

CLIENT U.S. DEPARTMENT OF ENERGY

2'-9"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

INTERMEDIATE 2X4 PLATE 2X4 BOTTOM PLATE

1'-4"

1'-3"

4'-4"

C1 ENLARGE BATHTUB FRAMING PLAN

C5 BATHTUB FRAMING ELEVATION

1 1/2" = 1'-0"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

SHOWER TUB FRAMING A

S-702D 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:13:59 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

OUTSIDE EDGE OF TUB

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES MIN. PANEL AREA 4 SQ. FEET

2X SOLID BLKG. @ STAGG'D HORIZ JOINTS 3X SOLID BLKG. @ CONT. HORIZ JOINTS OR AS REQ. PER SPEC

E.N. SHEATHING PER SPEC HEADER

NOTE: PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY

STAGGER EDGE NAILING IN ADJACENT PANEL SHEETS

E DOUBLE TOP PLATE

2X4 BLOCKING @ STRAP TYP.

FOR E.N. @ HEADER, SILL, FULL HEIGHT KING STUD, SEE SCHEDULE

OPENING

PROVIDE 1/8 +/- BTWN, PANELS AT TIME OF INSTALLATION E.N.

CS 16X1-1/4 STRAP @ TOP AND BOT. OF OPENING. BEND CORNER WHERE OCCURS

SHEATHING, PER SPEC EQ

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

3X4 SILL PLATE FOR SHEAR WALL SCHEDULE, SEE SPEC

JOIST, STUD, BLKG., ETC

3" = 1'-0"

SHEET KEYNOTES

D5 TYP. SHEAR WALL NAILING ELEVATION 3/8" = 1'-0"

CS16X1-1/4" STRAP W/ (2) ROWS 10d 4" O.C. STAGG'D. BOTH SIDES OF OPENING TJI TYP. PER PLAN

S E G D E D E T R O P P U S D N A

W O L E B

BLOCKED DIAPHRAGM

. G K L B L L A @ . N . E

, . W . S

UNBLOCKED DIAPHRAGM

︶

R O T C E L L O C R O D R O H C

︵

LSL BEAM TYP.

4'-9 3/8"

(2) C10X20

CLIENT

L L A @ . G K L B

S R O T C E L L O C D N A

S E G D E D E T R O P P U S N U

, S D R O H C , S L L A W R A E H S L L A @ . N . E

U.S. DEPARTMENT OF ENERGY OPENING

SOLAR DECATHLON 2013

L I A N D L E I F

E.N. SHEATHING @ BLKG. & JOISTS

WWW.SOLARDECATHLON.GOV

: S E T O N Y L E T .A G I TD HE SM RM OI OY LL FE. TG LE I N A LU I NPL &MG EOR UCE LT LI GA F NA . " 0 ' 2 S I H T D I W . T H S . G T H S . N I M

. 3

. T F . Q S 4 S I A E R A . T H S . G T H S . N I M

Y R A D N U O B

. 2

S E I R A D N U O B L L A @ . N . E

. 1

L I A N D L E I F

E L U D E H C S E E S M G A R H P A I D R O F

C10X20

(2) C10X20

REFERENCE KEYNOTES

DOUBLE JOISTS @ ALL SIDES OF OPENING, OR BEAM PER PLAN

B1 TYPICAL NAILING DIAPHRAGM

B4 TYP. FRAMING @ OPENING IN FLOOR/ROOF

3/8" = 1'-0"

MARK

DIAPHRAGM NAILING SCHEDULE PANEL EDGES AREA

SHEATHING

19/32" C.C. STRUCT. 1

EDGE NAILING

CONT. EDGE NAILING

BOUNDARY NAILING

INTERMEDIATE NAILING

CAPACITY

10d @ 6" O.C.

10d @ 12" O.C.

360 PLF

USC_11

DRAWN BY:

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CHECKED BY:

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USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEAR WALL NAILING DETAILS

S-703

A1 DIAPHRAGM NAILING SCHEDULE 12" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:14:06 AM

LOT NUMBER:

SHEET TITLE

BLOCKED

DESCRIPTION

REMARKS

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

D4 TYP. SINGLE ROW DIAPHRAGM NAILING

3/8" = 1'-0"

TEAM NAME: TEAM USC

PROVIDE E.N. AT ALL POSTS, BUILT-UP STUDS AND NAILERS ON STEEL FRAMING

HOLDOWN WHERE OCCURS, SEE PLANS

D1 TYP. OPENING IN SHEAR WALL

L L A W R A E H S

PRODUCED BY AN AUTODESK STUDENT PRODUCT

INTERMEDIATE NAILING

2'-1" 2'-8" MAX 2'-0" MIN 2'-0" MIN 2 ROWS 10 d @ 4" O.C. STAGG'D 2 ROWS 10 d @ 4" O.C. STAGG'D 2 ROWS 10 d @ 4" O.C. STAGG'D

DIAPHRAGM NAILING SCHEDULE 1. FOR TYPICAL DETAILS, SEE SCHEDULE 2. ALL ROOF SHEATHING TO BE NAILED PER A 3. ALL FLOOR SHEATHING TO BE NAILED PER B U.O.N. 4. CAPACITY BASED ON 2x FRAMING W/ MIN. CAPACITY OF ALL LOAD CASES.

2X4 STUD

1/8"

* 2'-8" MAX. OPENING DIMENSIONS, SEE ARCH & MECH. DRAWINGS FOR SIZES AND LOCATIONS.

TYPICAL NAILING DIAPHRAGM 1. GLUE & NAIL FLOOR SHTG. NAIL COMPLETELY IMMEDIATELY AFTER GLUING 2. MIN. SHTG. SHT. WIDTH IS 2'-0". 3. MIN. SHTG. SHT. AREA IS 3 SQ. FT. FOR DIAPHRAGM SEE SCHEDULE

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

3/4" D. A325 THREADED ROD

#12 SELF-DRILLING SCREW #5 POINT

ROD, HOLE AND NUT SUPPORT WHERE OCCURS, SEE S-401

1/8-2

3/4" D. A325 THREADED ROD

C10X20 E 1/2" THK PLATE (1-1/2X4-1/2)

EACH HANGER TAB EACH HANGER TAB

1/8-2

TJI BLOCKING @48" O.C.

1/2" THK PLATE (1-1/2X4-1/2)

3/16

15/32" PLYWOOD

#12 SELF-DRILLING SCREW # 5 POINT

1/2" THK PLATE

C10X20

1/4

C10X20 TWO 1/2" THK PLATE

TJI JOIST PER PLAN

5/8" D. A 307 BOLT 5/16 2X4 TOP PLATE

5/16

1/4

5/16

HSS 3.5X3.5X.25 STEEL COL.

TJI 230

1/2" THK PLATE (1-1/2X4-1/2)

HSS 3.5X3.5X.25 STEEL COL.

19/32" OSB

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

C10X20

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

2X4 STUD

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

D1 COLUMN TO ROOF CONNECTION

D3 TYP. CEILING JOIST PARALLEL TO BEAM

1 1/2" = 1'-0"

D5 ROOF JOIST TO WALL CONNECTION

1 1/2" = 1'-0"

#12 SELF-DRILLING SCREW #5 POINT

1/8-2

15/32" STR. 1 PLYWOOD

EACH HANGER TAB

# 12 SELF-DRILLING SCREW # 5 POINT

ROD, HOLE, AND SUPPORT PLATE WHERE OCCURS, SEE S-401

15/32" STR. 1 PLYWOOD

C10X20

1/2" STIFFENER PL.

1 3/4"

3-1/2X9-1/2X1/2 PL. LSL BEAM PER PLAN

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

5/8" D. A325 BOLT SNUG TIGHT, @48" TYP.

5/8" BOLT

C10X20

CLIENT

5/16

U.S. DEPARTMENT OF ENERGY

HSS 2-1/2X2-1/2X1/4

SOLAR DECATHLON 2013

5/8" D. A325 BOLT

2 1/2"

WWW.SOLARDECATHLON.GOV

HSS 3-1/2X3-1/2X1/4 NOTE: FOR WELD AND PLATE INFORMATION NOT SHOWN, SEE D1/S-704.

1 1/2" = 1'-0"

SIMPSON STRONG TIE LBV HANGER OR APPROVED EQUAL

"W" = MIN. STIFF. WIDTH, TYP.

2X6 BLG. @ 24" O.C. W/ (2) 16 d EA. END THRU TJI FLANGE

STIFF. PL

HANGER SUPPORT

STC @ 24" O.C. E.S.

NOTES: 1.

1/2" GYMSUM BOARD

END SUPPORT

NAILS MIN.

2-5/16" 2-5/16"

1-1/4"

INT.

END

INT.

END

(3) 8d

3-1/2"

2-1/4"

(7) 8d

3-1/2"

2-1/4"

1-1/2" O.C.

(12) 16d

3-1/2"

2-1/4"

DBL ROW 2" O.C.

MAX. NAIL SPACING

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

4" O.C.

S-704

1 1/2" = 1'-0"

USC_11

ROOF DETAILS

A4 TYP. WEB STIFFENER

1 1/2" = 1'-0"

LOT NUMBER:

ISSUE DATE:

SECTION

DESCRIPTION

SHEET TITLE W

SPACE NAIL EQUALLY FROM BOTH SIDES. TJI 230 NAILS TO PENETRATE THROUGH OPPOSITE STIFFENER. RED - 165 WHERE NAIL END PROTECTS OUT OF BLOCK, CLINCH NAIL RED - 190HS

DATE

"D"

SCHEDULE

A1 TYP. NON-LOAD BEARING WALL 2

"D" = MIN.BRG. DISTANCE

JOIST

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:14:15 AM

"D"

INTERMEDIATE SUPPORT

2x4 NAILER A

SNUG FIT AGAISNT BOTTOM FLANGES

DLB. TOP PL.

NOTE: NOT REQUIRED IF USING LBV HANGER 2X6 FRAMING @ 24" O.C.

MARK

TJI 230

TJI 230 2X4 CONT. EACH SIDE W/ (2) 16d PER BLOCK

STIFFENER

MAX. NAIL SPACING

TJI JOIST PER PLAN

"W"

B 1"

1 1/2" = 1'-0"

15/32" STR. 1 PLYWOOD

C5 TEMP. COLUMN DETAIL @ ROOF

C3 INT. BEAM TO BEAM CONNECTION

1 1/2" = 1'-0"

1/8" MIN. 2-1/4" MAX.

C1 TYP. LSL BEAM TO STEEL BEAM CONNECTION

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. SKYLIGHT FRAMING IS TAPERED ON ALL SIDES. REFER TO SHEET A-313.

C10X20

4X9 TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

LSL 1.5X9.5

4X9

LSL 1.5X9.5

OPENING

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES 5/8" DIA. THREADED ROD A325 OR A307, USE WASHER EACH SIDE, MIDHEIGHT BEAM

A21 CLIP W/ 10d NAILS @ EACH END AND EACH SIDE OF 4X10

4X9

2" MIN.

4X9

MARK

2" MIN.

C10X20

1 1/2" = 1'-0"

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

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USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

ENLARGED SKYLIGHT FRAMING

S-705 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:14:20 AM

DESCRIPTION

SHEET TITLE

A1 ENLARGED SKYLIGHT FRAMING

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

AT BEARING WALLS

OPENING < 4' - 0"

MARK

AT NONBEARING WALLS

4' - 1" TO 6' - 0"

TX8

TX6

6' - 1" TO 8' - 0"

TX10

TX8

8' - 1" TO 10' - 0"

TX12

TX8

CAPACITY (LBS. PER FT.)

340 P.L.F.

510 P.L.F.

SHEATHING

15/32" CC STRUCT. I

EDGE NAIL (E.N.)

SOLE PL NAIL

SILL PL ANCHOR BOLTS

COMMENTS

10d @ 6" O.C.

20d @ 6" O.C.

5/8" O @ 3'-4" O.C.

SILL ~PL. SHALL BE 3x MEMBER, U.O.N.

10d @ 4" O.C.

20d @ 4" O.C.

5/8" O @ 2'-8" O.C.

ALL WALL SHEATHING SHALL BE NAILED PER 1 U.O.N. INTERMEDIATE (FIELD) NAILING SHALL BE 10d @ 12" O.C., U.O.N. BLOCK ALL PANEL EDGES. ALL NAILS SHALL BE COMMON WIRE GAGE. FOR EDGE NAILING EDGE SEE SCHEDULE. PRE-DRILL WHERE NAILING TENDS TO SPLIT WOOD. PRE-DRILL FOR ALL 20d NAILS WHERE SPACING IS 4" O.C. OR LESS TO PREVENT SPLITTING. ALL BOLTS, NAILS, AND FASTENERS IN CONTACT WITH P.T. LUMBER SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 8. WHERE NAILS ARE SPACED 4" O.C. OR LESS, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL WIDER OR & NAILS SHALL BE STAGGERED. 9. SHEAR WALLS WHICH ARE MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE EITHER VERTICAL OR HORIZONTAL STAGGERED SPLICE JOINTS. AT CONTINUOUS HORIZONTAL JOINTS, BLOCKING SHALL BE 3 INCHNOMINAL OR WIDER. 10. WHERE SHEATHING IS APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL OCCUR AT 3" NOMINAL OR WIDER STUDS OR BLOCKING AND NAILS SHALL BE STAGGERED. 11. FOR ADDITIONAL INFORMATION REGARDING SILL & ANCHOR BOLTS, SEE SCHEDULE 12. NOTES SHOWN THUS: # REFER TO KEY NOTES ON SHEAR WALL DETAILS AND SECTION, SEE SCHEDULE 1. 2. 3. 4. 5. 6. 7.

TX8

TX12

NOTES:

NOTES: 1. 2. 3.

TX6

10' - 1" TO 12' - 0"

SHEAR WALL SCHEDULE

TYP. WOOD HEADER SCHEDULE

T = WALL STUD THICKNESS (E.G., FOR 2x4 STUDS, T=4.) HEADERS SHALL BE DF #1. FOR TYPICAL FRAMING DETAILS., SEE SCHEDULE

D1 TYP WOOD HEADER SCHEDULE

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D4 SHEAR WALL SCHEDULE 12" = 1'-0"

A1 S-706

TJI 230 TJI BLOCKING

2X4 WEB BLOCKING

REQ. DIA. (INCH) OF CLEARANCE HOLE

REQ. DIA. (INCH) OF LEAD HOLE

C TJI 230

C1 TYP. NAILING @ TJI BLOCKING 1 1/2" = 1'-0"

3/8" O

1/4" O

1/2" O

5/16" O

5/8" O

3/8" O

3/4" O

1/2" O

7/8" O

5/8" O

1" O

3/4" O

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

PRE-BORED "CLEARANCE HOLES" AND "LEAD HOLES" ARE REQUIRED FOR LAG BOLTS PRE-BORED "CLEARANCE HOLES" AND "LEAD HOLES" SHALL BE DRILLED AS FOLLOWS: 1. 2. 3.

4. 5.

THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK, "S." SEE TABLE AND DIAGRAM ABOVE. THE LEAD HOLE SHALL HAVE A LENGTH "T" AND A DIAMETER AS NOTED IN THE DIAGRAM AND TABLE ABOVE. LEAD HOLE OR CLEARANCE HOLES MAY NOT BE REQUIRED FOR 3/8" AND SMALLER DIAMETER LAG BOLTS, PROVIDED THAT EDGE DISTANCES, END DISTANCES, AND SPACING ARE SUFFICIENT TO PREVENT SPLITTING OF WOOD. THE LAG BOLTS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH NOT BY DRIVING WITH A HAMMER. BEE'S WAX SHALL BE USED ON THE LAG BOLT OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG BOLT.

MARK STRUCT I 15/32" PLYWOOD

B4 BOLT TO WOOD MEMBER REQUIREMENTS 12" = 1'-0"

16 GA STAPLES THRU WEB TO 2X4 BLOCK TJI BLOCKING

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

(6) 10 d NAILS; NOTE, AT 2X FRAMING OR 1-3/4" LVL USE (6) 16 d. NAILS

FRAMING SCHEDULES

2X4 WEB STIFF.

DESCRIPTION

A1 _SECTION DETAIL

S-706

1 1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:14:26 AM

TJI 230

PRODUCED BY AN AUTODESK STUDENT PRODUCT

12" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3. 4.

ONE WAY TRAFFIC

5. E

1.5

2.5

GRID 2 & 3 DENOTE MODULAR SPLIT LINE OF THE BUILDING ALL EQUIP. AND STORAGE MUST BE WITHIN DESIGNATED CONSTRUCTION AREA. DIMENSIONS SHOWN TO F.O.F. SITE SLOPE APPROXIMATED AS SHOWN. TO BE VERIFIED ON SITE. TEMPORARY CONTAINER WILL BE REMOVED OFF SITE AFTER THE HOUSE IS ASSEMBLED.

4 TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

-2" BOT. OF SLOPE

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

1:12

12'-10 7/8"

-2" BOT. OF SLOPE RAMP AT ENTRY 0 2' - 3 7/8"

F 8

POWER CABLE LINE OPERABLE SKYLIGHT ABOVE VERTICAL GARDEN HEAT PUMP METAL PLATE PROVIDED BY TEAM CONSTRUCTION AREA BOUNDARY SOLAR ENVELOPE ALUMINUM SOLAR BAFFLE LED UPLIGHT ABOVE CABINET. SHADED STRUCTURE FOR SUPPLY WATER TANKS.

E ORGANIZER UTILITY PANEL

5'-0" C 9

D 4

2 8 8

C CLIENT

SOLAR DECATHLON 2013

ADJACENT LOT

WWW.SOLARDECATHLON.GOV

SYMBOL LEGEND

U.S. DEPARTMENT OF ENERGY

SUPPLY WATER TANKS

WASTE WATER COLLECTION TANK

B 21'-10 1/4"

REFERENCE KEYNOTES

A RAMP AT ENTRY 0 2' - 3 7/8" 1:12

MODULAR SPLIT

0" TOP OF SLOPE

GROUND COVER PROVIDED BY ORGANIZER

1.5

2.5

B 0" TOP OF SLOPE

MODULAR SPLIT

MARK

DECATHLETE'S WAY

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, PN

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

SITE PLAN A

A1 SITE PLAN

A-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:54:03 PM

1/8" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES A1 1. A-202 2. 3.

1.5

2.5

4 4.

E 5.

NORTH RA MP EX

A-302

GRIDLINES ALIGN WITH CP SEISMIC PIER FOOTING. GRID 2 & 3 DENOTE MODULAR SPLIT ELEVATION DATUM MEASURES FROM THE HIGHEST POINT OF GRADE WITHIN PROPERTY LINE. DRAWING OF EXTERIOR SHINGLE IS NOTATIONAL NOT ACTUAL. SEE WALL SECTION FOR DETAILS. SPOT ELEVATION IS RELATIVE TO F.O.F

32'-0 5/8"

F 10'-0"

BATH.

BREEZEWAY

601

MECH.

BEDROOM #2

701

10'-2 3/4"

FCU

SHEET KEYNOTES

6'-2 5/8"

3'-1 3/4"

003

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

801

501 5

17'-4"

34'-0"

C1 C1 B1

A-301

1. 2. 3. 4.

CEILING COVE FOR LED LIGHTING CEILING COVE FOR DRAPES CABINET ABOVE SKYLIGHT ABOVE. SEE A-312 & A-313 FOR DETAILS 5. WINDOW TO BE INSTALLED WITH CASEMENT ON TOP & FIXED ON BOTTOM. SEE A-312 FOR DETAILS. TYP 6. BUILT-IN CASE WORK TO BE INSTALLED WITH LED UPLIGHTING 7. MONOBLOC HEAT PUMP UNIT 8. GREEN WALL 9. SUN TUNNEL OVERHEAD 10. WATER SUPPLY TANK SHADING

3'-7 1/2" CL

9'-11 5/8"

DHW

25'-1 1/4"

A-301

BEDROOM #1 3

D-751 A-201 A

A-201

401

CLIENT

7'-11"

LIVING/ENTERTAINMENT

U.S. DEPARTMENT OF ENERGY

DINING/COURTYARD

301

101

5'-0"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SYMBOL LEGEND

9'-8"

11'-0 3/4"

15'-0"

SUPPLY WATER TANKS FCU

FAN COIL UNIT

DHW

DOMESTIC HOT WATER

SOALAR KIT

EAST PORCH

201

8'-10 3/4"

KITCHEN

A-301

9'-1"

A-301

002

B 8

2'-8 1/2"

REFERENCE KEYNOTES B

SOUTH PORCH

001

B 11'-3 3/8"

20'-4 1/2"

32'-0 3/8"

MARK

D1 A-302

MODULAR SPLIT

SOUTH RA MP ENTR ANCE

A1 A-302

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, PN

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

FLOOR PLAN

1.5

A-202

2.5

4 A

A1 FLOOR PLAN 1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:54:20 PM

A-111

PRODUCED BY AN AUTODESK STUDENT PRODUCT

NORTH PORCH

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

2'-9 3/4"

10'-0"

3'-6"

12'-0 3/4"

TEAM NAME: TEAM USC

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2.

HOUSE AND FLEX SPACE ROOF TO BE EQUIPPED WITH FALL RESTRAINTS THAT COMPLY WITH SAFETY REQUIREMENT PIPES FOR ROOF DRAINS & OVERFLOW ARE BUILT INSIDE WALL AND MUST CONTAIN ALL SPILLAGE TO PREVENT RUNOFF ON THE SITE

1.5

2.5

1.5

2.5

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

80 58 81 45

F MOTORIZED METAL-FRAMED SKYLIGHTS

6'-9"

2'-7 3/8"

BOSCH SOLAR PANEL

2'-10 1/2"

2'-7 3/8"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

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

1'-7 5/8"

4'-10"

1/2" : 12"

6'-0 1/4" 5'-4"

5'-7"

SUN TUNNEL 26 4

1/2" : 12" 23

29'-11 1/8"

1/2" : 12"

7 3/8"

1/2" : 12"

1/2" : 12" 1/2" : 12"

CLIENT

U.S. DEPARTMENT OF ENERGY

6'-0"

7'-0"

6'-0"

1'-11 3/4"

6'-0"

OPERABLE SKYLIGHT ABOVE BATHROOM. SEE A312 FOR DETAILS OPERABLE SKYLIGHT ABOVE COURTYARD. SEE A-313 FOR DETAILS VERSIFLEX ROOF DRAIN VERSIFLEX OVERFLOW DRAIN FALL RESTRAIN HOOK SUNESTA SKYLIGHT SHADING OPERABLE SKYLIGHT MOTOR

4'-0"

6'-0"

BOSCH: FKC-1 SOLAR THERMAL FLAT PLATE COLLECTOR

2. 3. 4. 5. 6. 7.

7 5

3'-9"

SHEET KEYNOTES

3'-11 7/8"

1/2" : 12"

5'-6"

4'-0 1/4"

1/2" : 12"

SOLAR DECATHLON 2013

UNIRAC EVOLUTION PV RACKS

WWW.SOLARDECATHLON.GOV

19'-11 1/8"

6'-0"

C 12'-0"

5'-4"

6'-0" 13 1/2" : 12" 1/2" : 12"

1/2" : 12"

16'-6 1/8"

3'-9 1/2"

11 1/4"

1/2" : 12"

08 63 53 26 24 16

2'-4 3/4"

11'-0"

REFERENCE KEYNOTES

6 3/4"

1/2" : 12" B

VERSIFLEX PVC ROOFING

3'-7 1/2"

6 7/8"

4 9'-0"

6'-0"

2'-9 1/2"

2'-7 7/8"

2'-9 1/2"

2'-5"

MOTORIZED METAL-FRAMED SKYLIGHTS BOSCH SOLAR PANEL

2'-7 3/8"

4 1/2"

MARK

DESCRIPTION

1.5

2.5

1.5

MODULAR SPLIT

A MODULAR SPLIT

DATE

2.5

LOT NUMBER:

USC_11

DRAWN BY:

AO, PN

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 ROOF PLAN - PV PANELS 1/4" = 1'-0"

1/4" = 1'-0"

ROOF PLAN 0

A-113 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:55:36 PM

A4 ROOF PLAN - PV STRUCTURE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

6'-8"

1/2" : 12"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

SYMBOL LEGEND 1

1.5

2.5

RECESSED LED DOWNLIGHT RECESSED LED DOWNLIGHT

RECESSED LINEAR FLUORESCENT FIXTURE

F4 VERTICAL COVE 3

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

LED STRIP LIGHT 3'-6" 5

F3 2'-6"

SURFACE MOUNTED INDIRECT LED LIGHT

SLOPE TYP.

6'-8"

8'-6"

SURFACE MOUNTED LED UTILITY LIGHT

2'-7 1/2"

4'-2 3/4"

E 5'-0"

7'-9" F10 3

1'-8 1/8"

SHEET KEYNOTES 1. COURTYARD SKYLIGHT (RETRACTABLE) 2. SHOWER SKYLIGHT (RETRACTABLE 3. CEILING COVE 4. CEILING COVE FOR DRAPES 5. ALUMINUM HOOD 6. CEILING MOUNTED SPEAKERS

CONCEALED SPRINKLER HEAD

F6 IN DOOR TRACK

SMOKE DETECTOR

RECESSED LOW VOLTAGE LED DOWNLIGHT

SURFACE MOUNTED UNDERCABINET TASKLIGHT

SURFACE MOUNTED COLOR CHANGING LED STRIPLIGHT

EXTERIOR LINEAR WHITE LED STRIPLIGHT VERTICAL COVE

7'-9"

3'-6"

F9 7'-9" AP

F12

2'-8"

8'-6"

11 3/8"

4'-2 3/4"

AP 8'-0"

F3 F3

F3 5'-0"

DIFFERENT HEIGHTS TYP.

6'-6"

6'-0"

8" 1'-3"

4 5/8"

C F6

F6 IN DOOR TRACK

5'-10"

5 1

8'-6"

1'-5" 1'-5" F1

SLOPE TYP.

SLOPE TYP. 4

EXTERIOR LINEAR WHITE LED STRIPLIGHT IN FLOOR

SURFACE MOUNTED LINEAR WHITE LED STRIPLIGHT

INTENSE LIGHTING RECESSED LED DOWNLIGHT

INTENSE LIGHTING RECESSED SHOWER LIGHT

SURFACE MOUNTED CLOSET LIGHT

F10

LED DOWNLIGHT

5'-1"

8'-6"

2'-8" 3'-10"

1'-6"

F10 8 8'-6"

6'-0"

1'-3"

DIFFERENT HEIGHTS TYP.

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

8'-6"

DIFFERENT HEIGHTS TYP.

CLIENT

8'-6"

WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES B

F4 VERTICAL COVE

F11

EVERPURE VENTILATION FAN

F12

SKYLIGHT LIGHT

1.5

MODULAR SPLIT LINE

2.5

MARK VF

VENTILATION FAN

ACCESS PANEL

1/4" = 1'-0"

8' A

RETURN DIFFUSER

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

REFLECTED CEILING PLAN

A-121 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:56:13 PM

DESCRIPTION

SHEET TITLE

SUPPLY DIFFUSER

A1 REFLECTED CEILING PLAN

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

E 1'-4 1/4"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

LED STEP LIGHT IN COVE

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

SUNESTA SKYLIGHT SHADING

SOLAR ENVELOPE 18'-0"

HEATING SOLAR FLAT-PLATE COLLECTORS MASONITE SOLID CORE DOOR

SKYLIGHT MOTOR

1. EXTERIOR SKIN DRAWING IS FOR NOTATION, NOT ACTUAL. SEE WALL SECTIONS FOR DETAILS. 2. SUPPLY WATER TANKS ARE SHADED. SEE A-711 FOR DETAILS. 3. EXTERIOR CLADDING IS FOR NOTATION NOT ACTUAL.

MILGUARD CASEMENT WINDOW, 920

SKYLIGHT MOTOR

SUNESTA SKYLIGHT SHADING

BOSCH SOLAR PANEL

MOTORIZED METAL-FRAMED SKYLIGHTS

T.O. STRUCTURE 12'-9 5/8"

MILGUARD CASEMENT WINDOW, 920 TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES FINISH FLOOR 2'-3 1/2"

1. SUPPLY WATER TANKS SHADING STRUCTURE 2. DAIKIN ALTHERMA MONOBLOC UNIT 3. SOLAR ENVELOPE 4. EXTERIOR CLADDING 5. BOTTOM EDGE PROTECTION 3" TALL 6. GREEN WALL

GRADE LEVEL 0"

C1 WEST ELEVATION 1/4" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

F 3

SOLAR ENVELOPE 18'-0" FLEETWOOD ALUMINUM DOORS

MOTORIZED METAL-FRAMED SKYLIGHTS

MILGUARD CASEMENT WINDOW, 920 HEATING SOLAR FLAT-PLATE COLLECTORS

REFERENCE KEYNOTES

MOTORIZED METAL-FRAMED SKYLIGHTS

T.O. STRUCTURE 12'-9 5/8"

08 14 00.A3 08 32 13 08 51 13.C1

08 63 53 6

23 56 13.13

26 24 16

MASONITE SOLID CORE DOOR FLEETWOOD ALUMINUM DOORS MILGUARD CASEMENT WINDOW, 920 MOTORIZED METAL-FRAMED SKYLIGHTS HEATING SOLAR FLAT-PLATE COLLECTORS BOSCH SOLAR PANEL

MARK

FINISH FLOOR 2'-3 1/2" GRADE LEVEL 0"

A1 EAST ELEVATION

LOT NUMBER:

USC_11

DRAWN BY:

AC, PN

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

EXTERIOR ELEVATIONS

A-201 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:56:34 PM

DESCRIPTION

SHEET TITLE

1/4" = 1'-0"

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1.5

2.5

1. EXTERIOR SKIN DRAWING IS FOR NOTATION, NOT ACTUAL. SEE WALL SECTIONS FOR DETAILS. 2. SUPPLY WATER TANKS ARE SHADED. SEE A-711 FOR DETAILS. 3. EXTERIOR CLADDING IS FOR NOTATION NOT ACTUAL.

SOLAR ENVELOPE 18'-0" SUNESTA SKYLIGHT SHADING

SUNESTA SKYLIGHT SHADING

HEATING SOLAR FLAT-PLATE COLLECTORS

MOTORIZED METAL-FRAMED SKYLIGHTS

BOSCH SOLAR PANEL

T.O. STRUCTURE 12'-9 5/8"

4 6

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

1. SUPPLY WATER SHADING STRUCTURE 2. SUPPLY WATER TANKS 3. DAIKIN ALTHERMA MONOBLOC UNIT 4. SOLAR ENVELOPE 5. ALUMINUM HOOD 6. GREEN WALL

GRADE LEVEL 0"

C1 SOUTH ELEVATION 1/4" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

2.5

1.5

SOLAR ENVELOPE 18'-0" BOSCH SOLAR PANEL

MOTORIZED METAL-FRAMED SKYLIGHTS

SUNESTA SKYLIGHT SHADING MOTORIZED METAL-FRAMED SKYLIGHTS

FLEETWOOD ALUMINUM DOORS

REFERENCE KEYNOTES

4 5

T.O. STRUCTURE 12'-9 5/8"

08 32 13 08 63 53 3

23 56 13.13 26 24 16

FLEETWOOD ALUMINUM DOORS MOTORIZED METAL-FRAMED SKYLIGHTS HEATING SOLAR FLAT-PLATE COLLECTORS BOSCH SOLAR PANEL

MARK

FINISH FLOOR 2'-3 1/2"

GRADE LEVEL 0"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

JT, MM

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 NORTH ELEVATION 1/4" = 1'-0"

A 2'

A-202 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:56:40 PM

EXTERIOR ELEVATIONS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

FINISH FLOOR 2'-3 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1'-4 5/8"

TEAM NAME: TEAM USC

11'-8 1/8" D

SHEET KEYNOTES 8'-5 5/8"

3'-1 1/2"

7'-1"

1. CEILING COVE FOR LED UPLIGHT. 2. CEILING MOUNTED SPEAKERS 3. GREEN WALL

1'-7 1/4"

5'-1 3/4"

PANASONIC 55" FLAT SCREEN TV

A-211

C4 LIVING ROOM - NORTH ELEVATION

CLIENT U.S. DEPARTMENT OF ENERGY

1/2" = 1'-0"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SYMBOL LEGEND

12'-5 3/8"

5/16" MINERIT HD CEMENT BOARD

SPRINKLER 2

SMOKE DETECTOR

REFERENCE KEYNOTES COVE FOR DRAPES B

9'-7 5/8"

MARK

DATE

DESCRIPTION

B A3

A-211

L-201

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

1.5

A1 LIVING ROOM - ENLARGED PLAN

A4 SOUTH PORCH - ELEVATION 1/2" = 1'-0"

A-211 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:57:04 PM

1/2" = 1'-0"

ENLARGED PLANS AND ELEVATIONS LIVING ROOM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3'-10 1/2"

LED UPLIGHT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

2'-0 1/4"

1'-3 1/4"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1 1

1'-4 5/8"

E 1'-4 5/8"

BOSCH REFRIGERATOR

12"

2'-11 3/4"

3/4" CAESARSTONE COUNTERTOP

1 1/2"

8'-5 5/8"

7'-1"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1 1/2"

INSINKERATOR GARBAGE DISPOSAL

1. 2. 3. 4. 5.

BAR HANDLE DISHWASHER

D3 KITCHEN - EAST SECTION

D1 KITCHEN ISLAND - NORTH ELEVATION

1/2" = 1'-0"

AIR SUPPLY VENT CABINET ABOVE KITCHEN EXHAUST FAN HSS 3.5 x 3.5 x 0.25 HOLD DOWN

D5 KITCHEN SOUTH ELEVATION 1/2" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY

2.5

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

10'-9" 4

PORCH LIGHT

4'-0"

SYMBOL LEGEND

2'-6"

1'-2 1/2"

6'-0 1/2"

SPRINKLER

A-212

6'-1 3/4"

REFERENCE KEYNOTES OPEN TO KITCHEN

9'-8 1/2"

COVE FOR DRAPES

8'-6"

8'-4"

3'-2 3/4"

3/4" CAESARSTONE COUNTERTOP

1'-1 5/8"

1'-2 7/8"

1'-2 1/8"

BOSCH REFRIGERATOR OVEN WITH STOVE TOP COOKING BAR HANDLE DISHWASHER 3/4" CAESARSTONE COUNTERTOP BLANCO SINGLE BOWL UNDERMOUNT DELTA KITCHEN FAUCET

MARK

2.5

DATE

DESCRIPTION

B LOT NUMBER:

USC_11

DRAWN BY:

AC, AO

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

GREEN WALL

BLANCO SINGLE BOWL UNDERMOUNT

11 31 13.A1 11 31 13.A5 11 31 13.A6 12 36 40.A1 22 41 16.A14 22 41 39

SHEET TITLE

A1 KITCHEN ENLARGED PLAN 1/2" = 1'-0"

A3 KITCHEN - WEST SECTION

1/2" = 1'-0"

A-212 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:57:16 PM

1/2" = 1'-0"

A5 EAST PORCH - ELEVATION

ENLARGED PLANS AND ELEVATIONS KITCHEN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1'-4 1/2"

SHEET KEYNOTES 4"

3'-5"

3'-8"

11 3/4" 6 1/2"

MEDITE II MDF

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

1'-9 1/2"

OVEN WITH STOVE TOP COOKING

2'-11 3/4"

DELTA KITCHEN FAUCET

OPEN TO PORCH

8'-5 5/8"

2'-3 3/4"

7'-3 1/8"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 4'-4 1/8"

11'-3 3/4"

2'-0 7/8"

1. FOR MECHANICAL CLOSET ELEVATION, SEE E-302. CEILING PLENUM

CEILING PLENUM 4'-8 5/8"

4'-5 1/2" TOTO 30" SLIDE BAR MASONITE HOLLOW CORE POCKET DOOR

10'-7"

5'-8"

TOTO TRILOGY MULTIFUNCTION HAND SHOWER

TOTO TEMPERATURE AND VOLUME CONTROL

TOTO NEXUS WALL SPOUT 5'-8 3/4"

TEAM NAME: TEAM USC

3'-1"

3'-8"

2'-10 1/8"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 3

INFINITY DRAIN

SHEET KEYNOTES

D1 BATH + SHOWER - NORTH ELEVATION

D3 BATH + SHOWER - EAST ELEVATION

1/2" = 1'-0"

D5 BATH + SHOWER - SOUTH ELEVATION

1/2" = 1'-0"

1.5

1/2" = 1'-0"

1. 2. 3. 4. 5. 6.

SKYLIGHT DROPPED CEILING BATHTUB ROOF RAIN DRAIN ROOF RAIN OVERFLOW DRAIN DRAIN BELOW

11'-11 5/8" 5'-2 5/8"

KHOLER UNDERSCORE CUBE BATH, K-1968

COVE FOR LIGHTING

C CLIENT

D1 4'-11 3/8"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 A3

2'-1 5/8"

A-213

WWW.SOLARDECATHLON.GOV

5 1/4"

CEILING PLENUM E

MILGUARD CASEMENT WINDOW, 920

2'-11 7/8" 2'-11 5/8"

4'-1"

13'-10 1/4"

FCU

SYMBOL LEGEND

SPRINKLER

REFERENCE KEYNOTES

A-214

BOSCH 24" COMPACT WASHER

B 08 14 73.C1

3'-3 1/8"

DHW

08 51 13.C1 10 80 13 11 31 23.A1 21 05 23

7'-9"

FRONT OF TUB

3'-3 1/4"

8'-10 7/8"

A-213 A-214

BOSCH 24" DRYER

22 13 19.13.A1 22 41 19.D2 22 41 39.A3 22 41 39.A4

A5 7"

STAIRS

MARK

MASONITE HOLLOW CORE POCKET DOOR MILGUARD CASEMENT WINDOW, 920 TOTO 30" SLIDE BAR BOSCH 24" COMPACT WASHER TOTO TEMPERATURE AND VOLUME CONTROL INFINITY DRAIN KHOLER UNDERSCORE CUBE BATH, K-1968 TOTO NEXUS WALL SPOUT TOTO TRILOGY MULTIFUNCTION HAND SHOWER

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AC , AO, SC

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 BATHROOM / MECH CLOSET - ENLARGED PLAN 0

A5 W/D - SOUTH ELEVATION

1/2" = 1'-0"

A-213 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:57:28 PM

1/2" = 1'-0"

A3 BATHTUB - EAST ELEVATION

ENLARGED PLANS AND ELEVATIONS BATHROOM/MECH

PRODUCED BY AN AUTODESK STUDENT PRODUCT

2'-2 1/4" SHOWER BENCH

SHOWER BENCH

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

MASONITE HOLLOW CORE POCKET DOOR

SEE SHOP DRAWINGS FOR LAVATORY CASEWORK.

2 1/2"

MASONITE BIFOLD WOOD DOOR

TOTO TOWEL BAR

WALL-MOUNTED MIRROR TOTO LAVATORY FAUCET

7'-8 7/8"

7'-9"

DOUBLE SWITCH

7'-9"

2'-0 1/2"

TOTO UNDERCOUNTER LAVATORY

TEAM NAME: TEAM USC

3'-0"

SHEET KEYNOTES 1. 2. 3. 4.

D1 BATHROOM - NORTH ELEVATION 1/2" = 1'-0"

D3 BATHROOM - WEST ELEVATION 1/2" = 1'-0"

AIR SUPPLY VENT LED UPLIGHT AIR EXHAUST FAN SUN TUNNEL

D5 BATHROOM - SOUTH ELEVATION 1/2" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MASONITE HOLLOW CORE POCKET DOOR

1'-5 1/8"

REFERENCE KEYNOTES 7'-9"

7'-9"

7'-8 7/8"

TOTO PLATE DUAL BUTTON

BOBRICK TISSUE DISPENSER

08 14 76.A1 10 80 13.A1 10 80 13.A3 10 80 13.A6 22 41 13.A1 22 41 13.A5 22 41 16.A5 22 41 39.A2

2'-1 1/2"

3'-6 3/4"

TOTO WALL-HUNG TOILET

1'-5"

08 14 73.C1

MASONITE HOLLOW CORE POCKET DOOR MASONITE BIFOLD WOOD DOOR BOBRICK TISSUE DISPENSER TOTO TOWEL BAR WALL-MOUNTED MIRROR TOTO WALL-HUNG TOILET TOTO PLATE DUAL BUTTON TOTO UNDERCOUNTER LAVATORY TOTO LAVATORY FAUCET

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AC, AO

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 W.C. - NORTH ELEVATION 1/2" = 1'-0"

A2 W.C. - WEST ELEVATION

A4 W.C. - SOUTH ELEVATION

1/2" = 1'-0"

4' A

A-214 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:57:39 PM

ENLARGED PLANS AND ELEVATIONS BATHROOM/MECH

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 1'-8 1/4"

2'-10"

4'-0 1/4"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

3'-1"

1'-11"

3'-1"

7'-1"

8'-6"

3'-4 3/4"

1'-6 5/8"

20 1/4"

SHEET KEYNOTES

D1 BEDROOM #2 - NORTH ELEVATION

D3 BEDROOM #2 - EAST ELEVATION

1/2" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1/2" = 1'-0"

1. AIR SUPPLY VENT 2. CASEMENT WINDOW 3. FIXED WINDOW

D5 BEDROOM #2 - SOUTH ELEVATION 1/2" = 1'-0"

10'-0"

C 1'-11"

1'-2 1/8"

CLIENT U.S. DEPARTMENT OF ENERGY

LED LIGHT

SOLAR DECATHLON 2013

1'-2 3/4"

CEMENT BOARD

WWW.SOLARDECATHLON.GOV FLEETWOOD ALUMINUM DOORS

SYMBOL LEGEND

6'-8"

SPRINKLER

E 2'-0"

5'-3"

2'-0"

SMOKE DETECTOR

2'-0"

REFERENCE KEYNOTES 3A

B D3

FLEETWOOD ALUMINUM DOORS

8'-6"

4'-0"

A-215

08 32 13

9'-11"

13'-2 1/4"

7 1/8"

OPEN TO FLUX SPACE

D5 S

LED LIGHT

2'-0 3/4"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AC , AO

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 BEDROOM # 2 - ENLARGED PLAN

A5 NORTH PORCH - ELEVATION 1/2" = 1'-0"

A-215 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:57:47 PM

1/2" = 1'-0"

ENLARGED PLANS AND ELEVATIONS BEDROOM #2

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1" 9 1/2" 12 3/4"

10 3/8"

1'-7 1/8"

10 3/8"

TEAM NAME: TEAM USC

5'-2"

MATTRESS PER SPEC

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

3'-1"

8'-5 5/8"

7'-1"

TEAM NAME: TEAM USC

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

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1'-6"

1'-7"

SHEET KEYNOTES

D1 BEDROOM #1 - NORTH ELEVATION

D4 BEDROOM #1 - EAST ELEVATION

1/2" = 1'-0"

1. SUPPLY AIR VENT 2. CASEMENT WINDOW 3. FIXED WINDOW

1/2" = 1'-0"

A3 A-314

4 10'-0"

C 3"

CLIENT

U.S. DEPARTMENT OF ENERGY

2'-5 1/4"

SOLAR DECATHLON 2013 LED LIGHT 3'-1 3/4"

2'-0 1/2"

SPRINKLER

S 3

SMOKE DETECTOR

REFERENCE KEYNOTES

A4 B

7'-2 5/8"

A-216

8'-5 5/8"

A-325

SYMBOL LEGEND

11'-8 1/4"

WWW.SOLARDECATHLON.GOV

2'-0 1/8"

39 3/4"

11 3/4"

2'-0"

20 1/4"

1'-6"

MARK

C 7'-1"

A5 A-315

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AC, SC

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 BEDROOM # 1 - ENLARGED PLAN

A4 BEDROOM #1 - SOUTH ELEVATION

1/2" = 1'-0"

A-216 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:57:55 PM

1/2" = 1'-0"

ENLARGED PLANS AND ELEVATIONS BEDROOM #1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

BOSCH SOLAR PANEL

A1 A-325

MOISTURE-RESISTANT SHEATHING BOARD

2.5

1.5

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

MODULAR SPLIT LINE

SOLAR ENVELOPE 18'-0" MOTORIZED METAL-FRAMED SKYLIGHTS 7

BOSCH SOLAR PANEL

C10X20

T.O. STRUCTURE 12'-9 5/8"

A1 A-316

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

FINISHED CEILING 10'-9 7/16"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

A4 A-321

MILGUARD CASEMENT WINDOW, 920

SHEET KEYNOTES

SEISMIC PIER

FINISH FLOOR 2'-3 1/2"

1. 2. 3. 4. 5. 6.

GRADE LEVEL 0"

RECESSED COVE FOR LED LIGHTING SUPPLY WATER TANK DROPPED CEILING JOIST BRACE JOIST HANGER TYP. STUD BLKG. @ 4' FROM BOTTOM OF C-CHANNEL FOR E.N. @ PLYWOOD EDGE SOLAR ENVELOPE

C1 BLDG. SECTION FACING SOUTH 1/4" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

BOSCH SOLAR PANEL

2.5

3 MODULAR SPLIT LINE

1.5

MODULAR SPLIT LINE

SOLAR ENVELOPE 18'-0"

MOTORIZED METAL-FRAMED SKYLIGHTS 7

BOSCH SOLAR PANEL

REFERENCE KEYNOTES

T.O. STRUCTURE 12'-9 5/8"

A1 A-323

HEAT PUMP

07 21 16.A4 08 51 13.C1 08 63 53

10'-8" T.O.S. DIMENSION

A4 A-319

A3 A-317

05 12 39.B9 06 16 53

13 52 00 26 24 16

C10X20 MOISTURE-RESISTANT SHEATHING BOARD R-19 BATT INSULATION MILGUARD CASEMENT WINDOW, 920 MOTORIZED METAL-FRAMED SKYLIGHTS SEISMIC PIER BOSCH SOLAR PANEL

MARK

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

FINISH FLOOR 2'-3 1/2"

USC SCHOOL OF ARCHITECTURE

GRADE LEVEL 0"

ISSUE DATE:

7/16/13

SHEET TITLE

BUILDING SECTIONS

A-301 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:58:16 PM

1/4" = 1'-0"

DESCRIPTION

LOT NUMBER:

A1 BLDG. SECTION FACING NORTH

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

R-19 BATT INSULATION

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

A1 A-317

A1 A-319

SOLAR ENVELOPE 18'-0"

T.O. STRUCTURE 12'-9 5/8"

D5 A-401

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

A1 A-321

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

GRADE LEVEL 0"

D1 BLDG. SECTION FACING EAST 1/4" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

OVERHANG AT SOUTH PORCH

A2 A-315

C1 A-319

A5 A-311

FLEXSHADE MOTORIZE SHADING DEVICE

A3 A-311

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

T.O. STRUCTURE 12'-9 5/8"

FINISHED CEILING 10'-9 7/16" MARK

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

FINISH FLOOR 2'-3 1/2" ISSUE DATE:

GRADE LEVEL 0"

DESCRIPTION

8/20/2013

SHEET TITLE

BUILDING SECTIONS

A1 BLDG. SECTION FACING WEST

A-302 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:58:30 PM

1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

FINISH FLOOR 2'-3 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

B E

UNIRAC EVOLUTION RACKING SYSTEM UNIRAC STANDOFF

BOSCH PV ARRAY 50-MIL. VERSIFLEX PVC ROOFING

D1 A-328

C10X20

RIP STRIPS 2X4 PARAPET C10X20 TEAM NAME: TEAM USC

19/32" ROOF DIAPHRAGM

TJI 230 9-1/2"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

SIMPSON STRONG TIE HHB HANGER OR APPROVAL EQUAL

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

2X4 DOUBLE HEADER D

2X4 FRAMING

TJI 230 3-1/2X9-1/2"

SHEET KEYNOTES

2X4 FRAMING AS NEEDED ROLLER WINDOW SHADES

1/2" GYPSUM WALLBOARD

DBL 2X8 HEADER

24 GA. GALVALUME PANEL

CLIENT U.S. DEPARTMENT OF ENERGY

PROSOCO CAT5 MEMBRANE

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

19/32" OSB ALUMINUM SLIDING DOOR INSULATION PER SPEC

BLOCKING

REFERENCE KEYNOTES 05 12 39.B6 05 12 39.B9 06 11 00.A1 06 11 00.D3 06 11 00.G6 06 11 00.G15 06 11 00.K1 06 15 00 06 17 33 08 11 00.A0 09 29 00.A3 12 24 13 13 52 00

BAMBOO FLOORING PER SPEC B

19/32" OSB

WOOD DECKING

3X4

PROSOCO CIM1000 BONDED LOGIC ULTRATOUCH DENIM INSULATION

C12X20.7 2X8 JOISTS @ 16" O.C. SIMPSON STRONG TIE HHB HANGER OR APPROVAL EQUAL SEISMIC PIER

C12X20.7

C12X20.7 C10X20 BLOCKING 2X4 FRAMING 2X8 JOISTS @ 16" O.C. DBL 2X8 HEADER 3X4 WOOD DECKING WOOD I-JOISTS ALUMINUM SLIDING DOOR 1/2" GYPSUM WALLBOARD ROLLER WINDOW SHADES SEISMIC PIER

MARK

SEISMIC PIER

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

WALL SECTIONS A

A1 TYPICAL WALL SECTION

1/2'

A3 TYPICAL SLIDING DOOR SECTION 1" = 1'-0"

A5 KITCHEN SECTION WALL 1" = 1'-0"

A-311 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:58:38 PM

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

MODULAR SPLIT LINE

SKYLIGHT MOTOR

SKYLIGHT CURB

D3 A-328 ---

STRUCT I 15/32" PLYWOOD

C10X20

TEAM NAME: TEAM USC

HANGERS 째 .02 55

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 C10X20

LED LIGHT PER SPEC

SHEET KEYNOTES

DBL 2X4 HEADER

6061 ALUMINUM SHADE PAINTED

1X1 TILE, SEE SPEC C

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 2X4 FRAMING @ 24" O.C.

WWW.SOLARDECATHLON.GOV

2X4 FRAMING

BATT INSULATION

BUILT-IN BENCH

REFERENCE KEYNOTES 05 12 39.B9 06 05 23.J0 06 11 00.A1 06 11 00.D3 06 11 00.D6 06 11 00.D10 06 11 00.G1 06 15 00 06 16 00.E5 07 21 16.A10 13 52 00 22 41 39

INFINITY LINEAR DRAIN B WOOD DECKING

A1 A-328

C10X20 HANGERS BLOCKING 2X4 FRAMING 2X4 FRAMING @ 24" O.C. DBL 2X4 HEADER 2X8 WOOD DECKING STRUCT I 15/32" PLYWOOD BATT INSULATION SEISMIC PIER DELTA KITCHEN FAUCET

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

BLOCKING SEISMIC PIER

SHEET TITLE

WALL SECTIONS A

A2 SECTION THROUGH SHOWER 1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:58:45 PM

1/2'

A-312 6

PRODUCED BY AN AUTODESK STUDENT PRODUCT

86 .5 8째

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

FLASHING 4X12 FRAMING

MODULAR SPLIT LINE

1. FOR KITCHEN CASEWORK, SEE SHOP DRAWINGS. 2. SKYLIGHT SHOP DRAWING IS PROVIDED BY CONTRACTOR.

2 MODULAR SPLIT LINE

METAL-FRAMED SKYLIGHTS

SKYLIGHT MOTOR

RIP STRIP 50-MIL. VERSIFLEX PVC ROOFING

THERMOPLASTIC-POLYOLEFIN ROOFING

2X6 JOINT 19/32" ROOF DIAPHRAGM SIMPSON STRONG TIE HHB HANGER OR APPROVAL EQUAL

RIP STRIP TEAM NAME: TEAM USC 1째 42.4

39.3 6째

TJI 230 3-1/2X9-1/2" C10X20

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

BATT INSULATION

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

2X4 DOUBLE HEADER 2X4 FRAMING

2X10 LSL

SHEET KEYNOTES

2X4 FRAMING AS NEEDED 1/2" GYPSUM WALLBOARD

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES B

FINISHED WOOD FLOORING

STRUCT I 19/32" PLYWOOD

05 12 39.B9 06 11 00.D3 06 11 00.D6 06 11 00.K1 07 21 16.A10 07 54 23 08 63 00 09 29 00.A3 13 52 00

3X4

C10X20 2X4 FRAMING 2X4 FRAMING @ 24" O.C. 3X4 BATT INSULATION THERMOPLASTIC-POLYOLEFIN ROOFING METAL-FRAMED SKYLIGHTS 1/2" GYPSUM WALLBOARD SEISMIC PIER

MARK

DATE

DESCRIPTION

DBL C12X20.7

SIMPSON STRONG TIE HHB HANGER OR APPROVAL EQUAL

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SEISMIC PIER

SHEET TITLE

WALL SECTIONS A

A1 COURTYARD SKYLIGHT SECTION 1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:58:53 PM

1/2'

A-313

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

A1 S-704

2 S-704 E

UNIRAC EVOLUTION RACKING

C10X20

50MM VERSIFLEX PVC

TJI 230 9.5

TEAM NAME: TEAM USC

19/32" OSB DIAPHRAGM

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

STC @ 24" O.C. E.S.

A35 CLIP DOUBLE TOP PLATE D

SHEET KEYNOTES

DOUBLE TOP PLATE DBL 2X4 HEADER

2X6 STUDS @ 16" O.C. 1/2" GYPSUM WALLBOARD

2X4 FRAMING @ 16" O.C.

HOLLOW CORE POCKET DOOR

CELLULOSE BLOWN-IN R-19

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES

POCKET DOOR GUIDE B

BAMBOO FLOORING PER SPEC

05 12 39.B9 06 11 00.A8 06 11 00.D5 06 11 00.D10 06 11 00.F7 06 17 33 09 29 00.A3 09 64 00 13 52 00

WOOD FLOORING

INSULATION PER SPEC

C10X20 DOUBLE TOP PLATE 2X4 FRAMING @ 16" O.C. DBL 2X4 HEADER 2X6 STUDS @ 16" O.C. WOOD I-JOISTS 1/2" GYPSUM WALLBOARD WOOD FLOORING SEISMIC PIER

MARK

TJI 230 9.5 C12X20.7 SEISMIC PIER

SEISMIC PIER

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

WALL SECTIONS A1 NON-LOAD BEARING DOUBLED WALL 1" = 1'-0"

8/22/2013 12:59:01 PM

1/2'

A3 NON-LOAD BEARING WALL 1" = 1'-0"

1/2'

A4 BATHROOM POCKET DOOR 1" = 1'-0"

1/2'

A-314 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1/2" GYPSUM WALLBOARD

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

BOSCH PV PANEL PER SPEC

UNIRAC EVOLUTION RACKING

RIP STRIP

BOSCH PV PANEL PER SPEC

50MM VERSIFLEX PVC

19/32" DIAPHRAGM

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

TJI 230 9.5

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

DBL 2X4 HEADER

SHEET KEYNOTES

2X4 FRAMING

D5 L-200

1/2" GYPSUM WALLBOARD

DBL 2X8 HEADER

5/16 MINERIT HD CEMENT BOARD

19/32" OSB

PROSOCO CAT5 MEMBRANE

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

ALUMINUM SLIDING DOOR

REFERENCE KEYNOTES

A5 A-320

05 12 39.B6 06 11 00.A1 06 11 00.D2 06 11 00.D3 06 11 00.D10 06 11 00.G6 06 11 00.G15 06 15 13 08 11 00.A0 09 29 00.A3 09 64 00

BLOCKING B WOOD FLOORING WOOD FLOOR DECKING

19/32" OSB

C12X20.7

TREATED 2X4

C12X20.7 BLOCKING TREATED 2X4 2X4 FRAMING DBL 2X4 HEADER 2X8 JOISTS @ 16" O.C. DBL 2X8 HEADER WOOD FLOOR DECKING ALUMINUM SLIDING DOOR 1/2" GYPSUM WALLBOARD WOOD FLOORING

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

2X8 JOISTS @ 16" O.C.

SHEET TITLE

WALL SECTIONS A

A2 CEILING HUNG SLIDING DOOR 1" = 1'-0"

1/2'

A5 TYPICAL EXT WALL @ PORCH 1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:09 PM

1/2'

A-315 7

PRODUCED BY AN AUTODESK STUDENT PRODUCT

A1 A-320

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

SKYLIGHT FRAME BOSCH PV PANEL PER SPEC

50MM VERSIFLEX PVC 50MM VERSIFLEX PVC 24 GA. GALVALUME CAP

5/8" A307 BOLT C10X20

24 GA. GALVALUME PANEL

TEAM NAME: TEAM USC

FURRING HAT CHANNEL 7/8"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

LED LIGHT PER SPEC

6061 ALUMINUM SHADE PAINTED

DBL 2X4 HEADER

SHEET KEYNOTES

6061 ALUMINUM SHADE PAINTED

LED LIGHT PER SPEC

ROLLER SHADE PER SPEC

1X1 DALTILE CERIMIC

MILGARD WINDOW

C CLIENT

MILGARD WINDOW

A4 A-321

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

TOTOL SHOWER TRIM FIXTURE

REFERENCE KEYNOTES

SOAK TUB PER SPEC

05 05 23.A2 05 12 39.B9 06 05 23.J0 06 11 00.D10 06 11 00.G1 13 52 00 22 41 39

HANGERS

5/8" A307 BOLT C10X20 HANGERS DBL 2X4 HEADER 2X8 SEISMIC PIER DELTA KITCHEN FAUCET

MARK

DATE

DESCRIPTION

24 GA. GALVALUME PANEL

SEISMIC PIER

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SEISMIC PIER

SHEET TITLE

WALL SECTIONS A

A1 WALL SECTION @ LIVING ROOM WINDOW 1" = 1'-0"

1/2'

A4 WALL SECTION @ BATH TUB 1" = 1'-0"

1/2'

A-316 4

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:16 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

BOSCH PV ARRAY - PER SPEC

50MM VERSIFLEX PVC

UNIRAC EVOLUTION RACKING

BATT INSULATION

BOSCH SOLAR PANEL PER SPEC

TERMINATION BAR

24 GA. GALVALUME CAP

FURRING HAT CHANNEL 7/8" TEAM NAME: TEAM USC

C10X20

24 GA. GALVALUME PANEL

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

5/16" MINERIT HD CEMENT BOARD D

5/16" MINERIT HD CEMENT BOARD

HEADER PER SCHEDULE D3 A-323

15/32" OSSB

NANAWALL VERTICAL GREENWALL PER SPEC DRAPE PER SPEC

FLEETWOO D 1000EX

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 A1 A-321

WWW.SOLARDECATHLON.GOV

DOOR SILL

REFERENCE KEYNOTES FINISH DECK PER SPEC B

05 12 39.B9 06 05 23.J0 06 15 13 07 21 16.A10

WOOD FLOOR DECKING

BISON ADJUSTABLE PEDESTAL

A3 A-323

BISON ADJUSTABLE PEDESTAL

PROSOCO CIM1000 MEMBRANE

C10X20 HANGERS WOOD FLOOR DECKING BATT INSULATION

MARK MC8X18.7

24 GA. GALVALUME PANEL

2x8

MC8X18.7

DECK DRAIN PER SPEC

HANGERS

FURRING HAT CHANNEL 7/8"

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SEISMIC PIER

DESCRIPTION

SHEET TITLE

WALL SECTIONS A

A1 SECTION @ SOUTH PORCH

1" = 1'-0"

1/2'

A3 SECTION @ EAST PORCH 1" = 1'-0"

1/2'

A-317 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:25 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DOOR HEAD

SHEET KEYNOTES

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1 1

1.5

VERSICO PVC ROOFING

D5 A-328

STRUCT I 15/32" PLYWOOD

T.O. STRUCTURE 12'-9 5/8"

T.O. STRUCTURE 12'-9 5/8" TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

C5 A-320

2X4 FRAMING

A3 Z-104 2X4 STUDS

C CLIENT BATT INSULATION

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 TOTO PLATE DUAL BUTTON

WWW.SOLARDECATHLON.GOV

TOTO WALL-HUNG TOILET

2X4 STUDS @ 16" O.C.

REFERENCE KEYNOTES 3/4" HARDWOOD FLOORING B

06 11 00.D3 06 11 00.D7 06 11 00.D8 06 11 00.D10 06 11 00.G1 06 16 00.E5 07 21 16.A10 09 64 00.B2 13 52 00 22 41 13.A1 22 41 13.A5

STRUCT I 15/32" PLYWOOD

FINISH FLOOR 2'-3 1/2"

2X4 FRAMING 2X4 STUDS 2X4 STUDS @ 16" O.C. DBL 2X4 HEADER 2X8 STRUCT I 15/32" PLYWOOD BATT INSULATION 3/4" HARDWOOD FLOORING SEISMIC PIER TOTO WALL-HUNG TOILET TOTO PLATE DUAL BUTTON

MARK

2X8

TYVEK WRAP SEISMIC PIER

GRADE LEVEL 0"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

WALL SECTIONS A

A1 SECTION THROUGH TOILET

A4 SECTION THROUGH LAVATORY 1" = 1'-0"

1/2'

A-318 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:33 PM

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DBL 2X4 HEADER

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1 SUNESTA SHADING DEVICE

SOLARBAN 60 CLEAR GLAZING

SKYLIGHT ALUMINUM FRAME

SKYLIGHT MOTOR

BOSCH PV ARRAY GALVALUME CAP 4X12 TEAM NAME: TEAM USC 84 .5 째

째 .95 58

1/2" GWB

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

6061 ALUMINUM SHADE PAINTED

ENTERTAINMENT CASEWORK

INSULATION PER SPEC

C1 COURTYARD SKYLIGHT SECTION 1" = 1'-0"

BLOCKING

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

SKYLIGHT ALUMINUM FRAME

WWW.SOLARDECATHLON.GOV

TRANSLUCENT GLASS - ARCTIC SNOW

SKYLIGHT MOTOR

65 .07 째

24 GA. GALVALUME PANEL

BAMBOO FLOOR PER SPEC

PROSOCO CAT5 MEMBRANE

MARK

19/32" OSB

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

WALL SECTIONS A

A1 BATHROOM SKYLIGHT SECTION

A4 TYPICAL WALL SECTION WITH LIGHT COVE

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:41 PM

1/2'

A-319

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1/2" GWB

.7째 72

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

24 GA. GALVALUME PANEL

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES SUPLLY AIR GRILL

1. LUMINARIES SHALL BE INSTALLED IN ACCORDANCE WITH NEC 410.10(A)(D) 2. LUMINARIES PLACED IN CLOTHES CLOSETS WILL BE INSTALLED IN ACCORDANCE WITH NEC 410.16(A)(B) (C) AND NEC 410.18.

4 PENNY NAIL

FINISH CEILING 1/2" GWB

5/8" GYPSUM SHEATHING

2X4

5/8" GYPSUM SHEATHING

3 3/8"

19/32" OSB F6 LIGHTING FIXTURE TEAM NAME: TEAM USC

2X4

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

5 1/4"

2X4

3 PENNY NAIL

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

LED PER SPEC F6 LIGHTING FIXTURE

SHEET KEYNOTES

A1 LIGHT COVE DETAIL

A3 LIGHTING COVE @ LIVING ROOM

3" = 1'-0"

F5 LIGHTING FIXTURE C

3" = 1'-0"

C5 LIGHTING COVE @ LAVATORY 3" = 1'-0"

ALUMINUM WINDOW SILL

FIN. FLR. PER SPEC

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

05 12 39.B6

A5 FLOOR LIGHT DETAIL 3" = 1'-0"

REFERENCE KEYNOTES 05 12 39.B6 06 05 23.A2 06 05 23.A3 06 11 00.D1 06 16 00.A4 26 51 13.A5 26 51 13.A6

C12X20.7 3 PENNY NAIL 4 PENNY NAIL 2X4 5/8" GYPSUM SHEATHING F5 LIGHTING FIXTURE F6 LIGHTING FIXTURE

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

LIGHTING DETAILS A

A-320 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:49 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

PROSOCO CAT5 MEMBRANE 24 GA. GALVALUME PANEL

FURRING HAT CHANNEL 5/8" LED LIGHTING

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

HEADER PER SPEC

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1/2" GWB 1/2" GWB

L-METAL

DRAPE PER SPEC

6061 ALUMINUM SHADE - PAINTED 24 GA. GALVALUME CAP

L-METAL

NANAWALL

WINDOW HEAD

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

WINDOW SILL

F.F. PER SPEC 24 GA. GALVALUME CAP

24 GA. GALVALUME PANEL MARK

DATE

DESCRIPTION

PROSOCO CAT5 MEMBRANE 19/32" OSB

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

FURRING HAT CHANNEL 7/8" ISSUE DATE:

8/20/2013

SHEET TITLE

24 GA. GALVALUME CAP

A1 NANAWALL HEAD/SILL DETAILS

A4 WINDOW HEAD/SILL DETAILS 3" = 1'-0"

A-321 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:59:54 PM

3" = 1'-0"

DOOR AND WINDOW DETAILS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

MODULAR SPLIT LINE

BOSCH PV ARRAY

UNIRAC STANDOFF

2X6 RIDGE

7/16" OSB RIP STRIP

SIMPSON LBV HANGER

E4 INTERLOCKER

19/32" OSB

3" = 1'-0"

TJI 230 C10X20

1/2" GWB 7/16" OSB

L-METAL

CEMENT BOARD PANEL

A5 A-328

RECESSED COVE

CAT5 MEMBRANE

FINISH CEILING

L-METAL

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

LOCK

FURRING STRIP D3 A-323

TEAM NAME: TEAM USC

JAMB

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

CEMENT BOARD DOOR SCREEN

DRAPE

DRAPE PER SPEC

DBL. GLAZED LOW E SOLARBAN 60 CLEAR

DOOR SCREEN

SEALANT PER SPEC

D3 COVE / HEAD AT EAST PORCH

D4 LOCK JAMB

3" = 1'-0"

D5 FIXED JAMB

3" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

DECKING PER SPEC FINISH FLOOR PER SPEC

SCREEN DOOR

DRAPE PER SPEC FINISH FLOOR PER SPEC

A3 A-323

DOOR SILL

ADJ. PEDESTAL B

C12X20.7

19/32" OSB FINISH DECK

2X8

MARK

DATE

DESCRIPTION

SEISMIC PIER LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 SLIDING DOOR AT EAST PORCH

8/22/2013 1:00:01 PM

1" = 1'-0"

A3 BOTTOM SILL AT EAST PORCH

3" = 1'-0"

A-323 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

SLIDING DOOR DETAILS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

SLIDING DOOR SCREEN

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GALVALUME CAP GALVALUME PANEL

PARAPET FLASHING

HINGE

HEADER PER SCHEDULE

BONDED LOGIC DENIM

OVERLAPPED WEATHER STRIP

CAT 5 MEMBRANE

19/32" OSB DBL. TOP PLATE 4X8 HEADER

WEATHER STRIP

METAL HEAD

DOOR PER SPEC

SELF-DRILLING SCREW

FURRING HAT CHANNEL 7/8"

METAL JAMB D3 A-324 2D-746D ---

METAL DOOR HEAD

TEAM NAME: TEAM USC

JACK STUD

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

L-METAL

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1/2" GYP. BOARD

D5 MECHANICAL DOOR JAMB DETAIL

3" = 1'-0"

DOOR PER SPEC

Z-BLADE LOUVER

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MOUNTING CLIP

LOUVER

C3 A-324

C3 MECH. DOOR LOUVER DETAIL

19/32" SUB FLOOR

3" = 1'-0"

WEATHER SEAL BRUSH

ADJ. ALUMINUM THRESHOLD

A3 A-324 B

DOOR PER SPEC

C12X20.7 BOTTOM SEAL BRUSH DUPONT TYVEK WRAP

MARK 19/32" SUB FLOOR

ADJUSTABLE ALUMINUM THRESHOLD

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

19/32" OSB ISSUE DATE:

8/20/2013

SHEET TITLE

1" = 1'-0"

8/22/2013 1:00:08 PM

MECH. DOOR DETAILS

A3 MECH. DOOR THRESHOLD DETAIL

3" = 1'-0"

A-324 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

A1 SECTION THROUGH MECH. DOOR

PRODUCED BY AN AUTODESK STUDENT PRODUCT

D3 MECH. HEAD DETAIL

DOOR PER SPEC

PRODUCED BY AN AUTODESK STUDENT PRODUCT

WEATHER STRIP

CAP

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

VERSIFLEX 50MM

7/16" OSB RIP STRIP

SIMPSON STRONGTIE LBV HANGER

DOOR PER SPEC

19/32" OSB

DOOR GUIDE TJI 230 D3 A-325

FINISH FLOOR PER SPEC

DOOR HEADER

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1/2" GYP. BOARD CEILING HUNG 1 TRACK D-746E

HEADER

DOOR TRACK METAL COPING

FINISH CEILING

L-METAL

DOOR PER SPEC

D3 WALL HUNG HEAD DETAIL TYP. 3" = 1'-0"

D5 WALL HUNG DOOR GUIDE DETAIL TYP. 3" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

FINISH FLOOR PER SPEC

DOOR WIDTH MINUS 1-1/4"

SIMPSON STRONGTIE LBV HANGER

D5 A-325

L-METAL

TJI 230 C12X20.7

MARK

SEISMIC PIER

DOOR STOP

TRACK

DOOR GUIDE

DOOR HUNG HARDWARE

EXTENDED JAMB DOOR STOP

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 WALL HUNG DOOR DETAIL 1" = 1'-0"

3" = 1'-0"

INTERIOR SLIDING DOOR DETAILS

A-325 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:14 PM

A3 WALL HUNG JAMB DETAIL TYP.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

DOOR GUIDE

DOOR PER SPEC

HEADER DOOR TRACK

1X1 FURRING BLK.

DOOR FRAME

FINISH FLOOR

FINISH CEILING POCKET DOOR FRAME TEAM NAME: TEAM USC

DOOR PER SPEC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D3 POCKET DOOR HEAD DETAIL TYP.

D5 POCKET DOOR SILL DETAIL TYP.

3" = 1'-0"

1 D3 D-746F A-326

JOHNSON HARDWARE DOOR MOUNT

L-METAL

3/8" REVEAL

1/2" GREEN GWB

WOOD TRIM

3/8" REVEAL

DOOR GUIDE

DOOR BUMP

CLIENT U.S. DEPARTMENT OF ENERGY

L-METAL

SOLAR DECATHLON 2013

DOOR PER SPEC

7'-9"

WWW.SOLARDECATHLON.GOV

JOHNSON HARDWARE - POCKET DOOR TRACK

L-METAL

C3 POCKET DOOR JAMB DETAIL TYP. 3" = 1'-0"

CERAMIC TILE - WHITE 1"X1" B

MORTAR BED - 1.25 " THK. JOHNSON HARDWARE DOOR MOUNT

D5 A-326

DOOR GUIDE MARK

3/8" REVEAL

WOOD TRIM

DOOR BUMP

L-METAL

DOOR PER SPEC

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

L-METAL

DESCRIPTION

8/20/2013

SHEET TITLE

JOHNSON HARDWARE - POCKET DOOR TRACK A

A1 WALL SECTION THROUGH POCKET DOOR

A3 BATHROOM POCKET DOOR JAMB DETAIL TYP. 3" = 1'-0"

A-326 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:20 PM

1" = 1'-0"

POCKET DOOR DETAILS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1/2" GWB

DBL. 2X4 HEADER DOOR TRACK

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

WOOD TRIM

1" HOLLOW CORE BIFOLD DOOR

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 BIFOLD DOOR HEAD DETAIL

1" HOLLOW CORE BIFOLD DOOR

F.F.

BOTTOM TRACK

UNDERLAYMENT PER SPEC C

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

C1 BIFOLD DOOR SILL DETAIL 6" = 1'-0"

WOOD JAMB B

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

BI-FOLD DOOR DETAILS L-METAL

SOSS HINGE INVISIBLE # 100

1/2" GWB

A1 BI-FOLD DOOR JAMB DETAIL

A-327

6" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:25 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

6" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

SKYLIGHT TRACK VENT HOOD VERSIFLEX PVC 50 MIL.

E TERMINATION BAR

CAT5 MEMBRANE

SUN TUNNEL CURB

PVC CURB FLASHING

1/2" OSB

E PVC FLASHING

VERSIFLEX PVC 50 MIL.

1/2" OSB

PVC FLASHING

COPING SPACKLE

RIP STRIP

RIP STRIP 1/2" GWB

2X6 19/32" OSB DIAPHRAGM

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

D1 PARAPET DETAIL

D3 CURB AT SKYLIGHT DETAIL

3" = 1'-0"

D5 HAT AND SUN TUNNEL DETAIL

3" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

3" = 1'-0"

FINISH FLOOR MORTAR BED 2X4 WOOD STUD 1/2" GWB L-METAL CAT5 MEMBRANE 5/8" FLAT GRAIN NATURAL PLYBOO FLOORING

C 5/16"

FURRING STRIP L-METAL

C CLIENT U.S. DEPARTMENT OF ENERGY

CEMENT BOARD

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

DOOR SCREEN DRAPE PER SPEC

6MM RECYCLED RUBBER UNDERLAYMENT 19/32" OSB

A1 INIFINITY DRAIN DETAIL

A3 GWB REVEAL @ FLOOR TYPICAL

3" = 1'-0"

A5 COVE DETAIL @ EAST PORCH

3" = 1'-0"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

DETAILS A

A-328 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:32 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

INFINITY DRAIN

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

15/32" OSB

GAL. ANGLE 2X2, 24 GA.

50MM PVC MEMBRANE

TERMINATION BAR

24 GA. GALVALUME CAP TERMINATION BAR

HAT FURRING CHANNEL 5/8"

FURRING HAT CHANNEL 5/8"

RIP STRIP

TEAM NAME: TEAM USC

C12X20.7

7/8" STEEL STANDING SEAM CLIP

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PROSOCO CAT5 MEMBRANE

CAT 5 MEMBRANE FURRING HAT CHANNEL 5/8"

24 GA. GALVALUME PANEL

19/32" OSB 7/8" STEEL STANDING SEAM CLIP

24 GA. GALVALUME PANEL

19/32" OSB

24 GA. GALVALUME PANEL PROSOCO CAT5 MEMBRANE

6061 1/4" ALUMINUM SHADE - PAINTED

HAT FURRING CHANNEL 5/8"

3/8" EPDM GASKET

5/16" MINERIT CEMENT BOARD

19/32" OSB

JOGGLE CLEAT AT SEAM C

D5 CLADDING DETAIL @ EYEBROW TYP. 3" = 1'-0"

CAT5 MEMBRANE

C CLIENT U.S. DEPARTMENT OF ENERGY

24 GA. GALVALUME PANEL

SOLAR DECATHLON 2013

5/16" MINERIT CEMENT BOARD

WWW.SOLARDECATHLON.GOV

19/32" OSB WINDOW FLASHING MILGARD CASEMENT WINDOW

6061 1/4" ALUMINUM SHADE - PAINTED 7/8" STAINLESS STEEL STANDING SEAM CLIP B

FIXED WINDOW

PROSOCO CAT5 MEMBRANE

CORNER PANEL

24 GA. GALVANIZE SILL PAN

24 GA. GALVALUME PANEL

HAT FURRING CHANNEL 5/8"

7/8" STEEL STANDING SEAM CLIP

HSS 3.5X3.5X.25

HAT FURRING CHANNEL 5/8"

5/16" MINERIT CEMENT BOARD

PROSOCO CAT5 WATERPROOFING MEMBRANE

FURRING HAT CHANNEL 5/8"

19/32" OSB 4X4 POST

PROSOCO CAT5 MEMBRANE

19/32" OSB J-CHANNEL, GALVANIZE WEEP HOLES

19/32" OSB

3" = 1'-0"

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

3" = 1'-0"

LOT NUMBER:

CLADDING DETAILS

A5 CLADDING DETAIL @ PORCH CORNER TYP.

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:39 PM

A3 CLADDING DETAIL AT WINDOW TYP.

DESCRIPTION

SHEET TITLE

1/8" REVEAL

A1 CLADDING DETAIL TYP.

DATE

ISSUE DATE:

STAINLESS STEEL L-CLIP

MARK

A-401

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

ALUMINUM WINDOW JAMB

19/32" OSB

2X4 WOOD STUD

FURRING HAT CHANNEL 5/8"

INTERLOCKING AT SEAM

2X4 WOOD STUD TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

19/32" OSB

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

24 GA. GALVALUME PANEL

PROSOCO CAT5 MEMBRANE

24 GA. GALVALUME PANEL

HAT FURRING CHANNEL 7/8" 7/8" STEEL STANDING SEAM CLIP

D1 CLADDING DETAIL PLAN @ WINDOW TYP.

12" = 1'-0"

CLADDING - INTERLOCKING SEAM SECTION 12" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY

1/2" GWB

SOLAR DECATHLON 2013

2X4 WOOD STUD

WWW.SOLARDECATHLON.GOV

19/32" OSB

5/16 MINERIT CEMENT BOARD

4X4 POST

PROSOCO CAT5 MEMBRANE MARK

1/4" REVEAL

STAINLESS STEEL STANDING SEAM L-CLIP

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

CAT 5 MEMBRANE

HAT FURRING CHANNEL 7/8"

A1 CORNER PLAN DETAIL@ SPLAYCED PORCH TYP. 2

7/8" STEEL STANDING SEAM CLIP

A-402

A5 CLADDING CONNECTION PLAN DETAIL TYP.

12" = 1'-0"

CLADDING DETAILS

19/32" OSB

24 GA. GALVANIZE PANEL

12" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:44 PM

7/8" STEEL STANDING SEAM CLIP

HAT FURRING CHANNEL 7/8"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

6061 ALUMINUM SHADE 1/4" - PAINTED

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES SEISMIC PIER IS ADJUSTABLE AND IS AN ADEQUATE SHIMMING METHOD IN THE EVENT THAT THE 18" OF VERTICAL CHANGE ARE PRESENT ON THE ORANGE COUNTY GREAT PARK COMPETITION SITE.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

10 3/8"

05 05 23.B3

C CLIENT U.S. DEPARTMENT OF ENERGY 05 05 23.B1

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES 05 05 23.B1 05 05 23.B3

B1 SEISMIC PIER ELEVATION CHANGE DETAIL

B4 SEISMIC PIER DETAIL

3" = 1'-0"

1/2" A325 BOLT 3/4" A325 BOLT

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A-501 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:50 PM

SHIMMING METHODS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

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

3'-5"

1'-6"

DOOR SCHEDULE MANUFACTURER WIDTH

HEIGHT

THICKNESS 2"

SOUTH ENTRY DOOR

FOLDING

9'-10"

8'-6"

EAST PORCH

SLIDING

6'-3 3/4"

8'-7 1/4"

MECHANICAL

HINGED

(2) 3'-0"

8'-7 1/4"

NORTH ENTRY DOOR

SLIDING

8'-10 1/2"

8'-7 1/4"

WIDTH

HEIGHT

9'-11 1/4"

FINISH MATERIAL

8'-8"

HEAD

JAMB

MATERIAL

DBL GLAZED LOW E INSULATED TEMP.

A1/A-317

ALUM

NANAWALL

SL45

DBL. GLAZED SOLARBAN 70 CLEAR

A2/A-317

ALUM

FLEETWOOD

1070EX

DBL. GLAZED SOLARBAN 60 CLEAR

ABS

SOLID CORE FLUSH

SOLID WD. DOOR W/ EXT. PAINT FINISH

FLEETWOOD

1070EX

DBL. GLAZED SOLARBAN 60 CLEAR

6'-3 3/4"

8'-7 1/4"

DBL GLAZED LOW E INSULATED TEMP.

6'-0"

8'-7 1/4"

EXTERIOR PAINT

8'-10 1/2"

8'-7 1/4"

DBL GLAZED LOW E INSULATED TEMP.

A3/A-311

ALUM

1-3/4"

COMMENTS

QUANTITY

MODEL #

NET FRAME

INTERIOR DOOR 3

BEDROOM #1

SLIDING

4'-0"

8'-6"

1-3/8"

4'-2"

8'-7 1/2"

PRIMED FOR PAINT

A1/A-313

DOOR AMERICA

HOLLOW CORE FLUSH

CLG. MOUNT WITH JOHNSON HARDWARE

BEDROOM #2

SLIDING

4'-0"

8'-6"

1-3/8"

4'-2"

8'-7 1/2"

PRIMED FOR PAINT

A1/A-313

DOOR AMERICA

HOLLOW CORE FLUSH

CLG. MOUNT WITH JOHNSON HARDWARE

BATHROOM

SLIDING

3'-2 1/8"

7'-10 1/4"

W/D

BIFOLD

(2) 1'-2"

7'-7 1/2"

1-3/8"

2'-4"

7'-7 1/2"

PRIMED FOR PAINT

ABS

HOLLOW CORE FLUSH

BRUSHED NICKLE, BALDWIN HARDWARE

SHOWER/BATH

POCKET

2'-4"

7'-9 1/4"

1-3/8"

2'-6 1/8"

7'-9 1/4"

EXTERIOR PAINT

A4/A-314

ABS

HOLLOW CORE FLUSH

HOLLOW WD. DOOR. W/ EXT. PAINT FINISH ON 1 FACE

W/C

POCKET

2'-4"

7'-9 1/4"

1-3/8"

2'-4"

7'-9 1/4"

PRIMED FOR PAINT

A4/A-314

ABS

HOLLOW CORE FLUSH

JOHNSON POCKET DOOR FRAME, 203070PF

BREEZEWAY

SLIDING

10'-0"

8'-7 1/4"

10'-0"

8'-7 1/4"

SGL. GLAZE TEMP . - ARTIC SNOW

A3/A-315

ALUM

FLEETWOOD

1050

PANELS SLIDE INTO WALL CAVITY WHEN OPENED

3'-5 5/8"

TYPE E

FRAME

LOCATION

8'-6"

NET FRAME

EXTERIOR DOOR MARK

NOTE: EXTERIOR ELEVATION

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

INTERIOR D

D 6'-0"

3'-2" TYP.

3'-2", TYP.

8'-7 1/4"

7'-9 1/4" 3'-2" TYP.

7'-7 1/2"

8'-7 1/4" 3'-2", TYP.

3'-2", TYP.

8'-6"

8'-7 1/4"

2'-4"

1'-2"

NOTE: ELEVATION SEEN FROM EXTERIOR

ELEVATION SEEN FROM INTERIOR

C CLIENT U.S. DEPARTMENT OF ENERGY

EXTERIOR

INTERIOR

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

EXTERIOR INTERIOR

INTERIOR

WINDOW SCHEDULE DIMENSIONS MARK

NET FRAME

DETAIL

WINDOW TYPE

THICKNESS WIDTH

HEIGHT

WIDTH

MANUFACTURER

GLAZING

HEAD HEIGHT

TYPE

HEIGHT

HEAD

JAMB

SILL

CASEMENT

FIXED

COMMENTS

CASEMENT/FIXED

2'-6"

8'-7 1/4"

2'-6"

8'-7 1/4"

1 1/2"

MILGARD

ALUMINUM

A4/A-316

DBL. GLAZED SOLARBAN 60 CLEAR

DBL. GLAZED SOLARBAN 60 TRANSLUCENT-30 ARTIC SNOW

QUANTITY: 3

CASEMENT/FIXED

2'-6"

8'-7 1/4"

2'-6"

8'-7 1/4"

1 1/2"

MILGARD

ALUMINUM

A4/A-316

DBL. GLAZED SOLARBAN 60 TRANSLUCENT-30 ARTIC SNOW

QUANTITY: 1

B B

SKYLIGHT

2'-7"

3'-7"

2'-7"

3'-7"

1 5/16"

SUN VALLEY SKYLIGHTS

SINGLE UNIT RETRACTABLE

A2/A-312

DBL. GLAZED SOLARBAN 60 TRANSLUCENT - 30 ARTIC SNOW

QUANTITY: 1

SKYLIGHT

4'-1"

8'-3/4"

4'-1"

7'-1"

1 5/16"

SUN VALLEY SKYLIGHTS

SINGLE UNIT RETRACTABLE

A1/A-313

DBL. GLAZED SOLARBAN 60 CLEAR

QUANTITY: 1

2'-6"

MARK 8'-5" OD TRACK CURB

2'-6"

OPENS 4'-9" OD CURB

1 DEGREE SKYLIGHT SLOPE

2'-10 7/8"

DRAWN BY:

AO, JP

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

8/20/2013

WINDOW/ DOOR SCHEDULE

A-600

5'-10 1/2" OD CURB

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:00:58 PM

MOTOR

8'-5 1/2" OD CURB

USC_11

SHEET TITLE

MOTOR

1 DEGREE SKYLIGHT SLOPE

OPENS

DESCRIPTION

LOT NUMBER:

ISSUE DATE:

3'-1 1/4" OD CURB

8'-7 1/4"

5'-8 1/2"

4'-9" TRACK CURB

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1'-2"

8'-10 1/2"

8'-7 1/4"

SEE SCHEDULE

10'-0"

3'-2", TYP.

6'-3 3/4"

5'-2 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

EQUIPMENT SCHEDULE MARK A01 A02 A03 A04 A05 A06 A07 A08 A09 A10 A11 A12 A13

DESCRIPTION

MODEL UN-40DH6000F

MANUFACTURER SAMSUNG CAPTURE CAPTURE

TELEVISION PROJECTOR PROJECTION SCREEN MOTORIZED WINDOW SHADE REFRIGERATOR DISPOSAL

H5360-EY.K0701.020 HD119R6455 B30BB830SS KCDB250G

LIGHTLOUVER LLC BOSCH KITCHENAID BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH

DISHWASHER BUILT IN MICROWAVE OVEN STOVETOP WASHER DRYER SOLAR MODULE

REF. NUMBER 11 52 00 11 52 16 11 52 13

11 31 13.A1 11 31 13.A8 11 31 13.A7 11 31 13.A6 11 31 13.A5 11 31 13.A2 11 31 23.A1 11 31 23.A2

SHX8ER55UC HMB8050 HBL8450UC NIT8065UC WAS24460UC WTV76100US C-Si M 60

BOSCH

COMMENTS

26 31 00

TEAM NAME: TEAM USC

EQUIPMENT SCHEDULE

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

ROOM FINISH SCHEDULE ROOM NO. 101 201 301 401 501 601 601A 601B 601C 701 801 001 002 003

FLOOR MATERIAL

ROOM NAME LIVING ROOM KITCHEN DINING ROOM BEDROOM #1 MECHANICAL BATHROOM W/D W/C SHOWER/BATH BREEZEWAY BEDROOM #2 SOUTH PORCH EAST PORCH NORTH PORCH

PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO TILE PLYBOO EDGE GRAIN BAMBOO PLYBOO EDGE GRAIN BAMBOO DECKING DECKING DECKING

FINISH

MATERIAL

CEILING FINISH

NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL STAIN STAIN STAIN

DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL

PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1

DRYWALL DRYWALL

PT-1 PT-1

HEIGHT 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 7'-9" 7'-9" 7'-9" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6"

WALL FINISH

MATERIAL GYP GYP GYP GYP GYP GYP GYP GYP BB GYP GYP

BASE

PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 TILE PT-1 PT-1 PT-2 PT-2 PT-2

ROOM FINISH SCHEDULE C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MATERIALS KEY MARK

MANUFACTURER

MODEL #

COLOR

DIMENSIONS

PT-1 PT-2

PAINT-INTERIOR PAINT-EXTERIOR

BENJAMIN MOORE BENJAMIN MOORE

NATURA NO-VOC AURA

FLAT (521) FLAT (629)

TILE

DALTILE

PERMABRITES GLAZED PORECLAIN TILE MOSAIC

ARCTIC WHITE 6470 GLOSS

2X2

GYP

GYPSUM BOARD

GOLD BOND

DRYWALL PANEL GB00090800

1/2"

BACKER BOARD

DUROCK

CEMENT BOARD 172964

1/2" X 3' X 5'

STAIN

DECKING STAIN

THOMPSON WATERSEAL

SEMI TRANSPARENT LATEX WATERPROOFING STAIN

NAME

COMMENTS

MATERIALS KEY B

MARK

CASEWORK SCHEDULE MARK

DESCRIPTION

LOCATION

C01 C02 C03 C04 C05 C06 C07 C08 C09 C10 C06A C03A

ENTERTAINMENT WALL ISLAND BASE CABINET OVERHEAD CABINET DRESSER

LIVING ROOM KITCHEN KITCHEN KITCHEN

BATHROOM CASEWORK OVERHEAD CABINET MASTER BED BUILT IN DRESSER CHILDRENS BED BUILT IN COUNTERTOP COUNTERTOP

BATHROOM W/D BEDROOM #2 BEDROOM #2 BEDROOM #1 BATHROOM KITCHEN

BEDROOM #1

MANUFACTURER CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CAESARSTONE CAESARSTONE

MODEL # 1141 1141

FINISH

FRAME WIDTH

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

DEPTH

11'-1 1/2" 6'-0" 5'-3" 7'-4" 9'-2 1/2" 5'-4 7/8" 2'-4" 9'-0" 9'-0" -

6'-3 3/4"

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

5'-4 7/8" 7'-4 7/8"

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

REF. NUMBER

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

APPLIANCE AND ROOM FINISH SCHEDULE

CASEWORK SCHEDULE

A-601 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:01:00 PM

DESCRIPTION

COMMENTS

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

NOTE: ALL PRIMARY SUPPLY WATER TANKS ARE FULLY SHADED FROM DIRECT SOLAR RADIATIONS BETWEEN 9AM AND 5PM DURING COMPETITION.

9'-8" 1'-8"

4 1/2"

5'-7"

4 1/2"

1'-8"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

2X4 STUD

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

16'-0"

CLIENT U.S. DEPARTMENT OF ENERGY

17'-4"

SUPPLY WATER TANK

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

INSULATION PER SPEC

2X4 STUD FRAMING 16" O.C.

SUPPLY WATER TANK PER SPEC

SUPPLY WATER TANK

5'-0 3/4"

MARK

1'-4"

6'-11 1/4"

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE: 1'-0"

DESCRIPTION

8/20/2013

SHEET TITLE

SUPPLY WATER TANK A

A1 ENLARGED WATER TANK COVER PLAN

D4 SECTION THROUGH SHADE STRUCTURE

3/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 1:01:05 PM

A-711 6

PRODUCED BY AN AUTODESK STUDENT PRODUCT

SUPPLY WATER TANK

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

F-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:24:20 AM

FIRE SUPPRESSION NOTES

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

2. 3. E 4. 5. 6.

SPRINKLER SHOULD NOT BE COORDINATED AND INSTALLED SUCH THAT THERE IS NO OBSTRUCTION IN ITS SPRAY PATTERN. OTHERWISE ADDITIONAL SPRINKLERS ARE REQUIRED SPACING NOT EXCEED 20' EMERGENCY FIRE SUPPRESSION WATER TO BE STORED IN APPROPRIATE DOMESTIC WATER SUPPLY TANK ALL SMOKE DETECTORS TO BE HARD-WIRED WITH BATTERY BACKUP FIRE EXTINGUISHERS SHOULD BE MOUNTED ON BRACKETS OR IN WALL CABINETS WITH THE CARRYING HANDLE 42" TO 60" ABOVE THE FLOOR SEE P-602 FOR PLUMBING EQUIPMENT SCHEDULE

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

PE15 REFER TO FIGURE F.1 FIRE EXTINGUISHER IS RECESSED INTO THE WALL

S PE15 S

PE15 S

S C

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

SYMBOL LEGEND

WWW.SOLARDECATHLON.GOV CEILING MOUNTED FIRE SUPPRESSION S

SMOKE DETECTOR

FIRE EXTINGUISHER 1" FIRE RESISTANT PIPE

DOMESTIC WATER TANK

WATER SUPPLY STORAGE F

PUMP

PE01

DOMESTIC WATER SUPPLY TANK

PRESSURE GAUGE WATER SUPPLY PUMP

REFERENCE KEYNOTES

SPRINKLER SHUT OFF VALVE MAIN CONTROL VALVE

TO AUTOMATIC SPRINKLER SYSTEM

WATER METER

TO DOMESTIC SYSTEM

SCHEMATIC DIAGRAM

MARK

MODULAR SPLIT

DOMESTIC SHUTOFF VALVE

A3 FIRE SUPPRESSION - RCP

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AUTHOR

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

1/4" = 1'-0"

FIRE DETECTION AND SUPPRESSION

F-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:24:30 AM

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1. 2.

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2.

THE AREA OF COVERAGE OF A SINGLE SPRINKLER SHALL NOT EXCEED 400 SQUARE FEET SPACING NOT EXCEED 20'

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SYMBOLS LEGEND SPRINKLER COVERAGE AREA SPRINKLER

REFERENCE KEYNOTES B

MARK

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A2 FIRE SPRINKLER COVERAGE - PLAN 1/4" = 1'-0"

FIRE SPRIKLER COVERAGE

F-103 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:24:45 AM

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

1.5

2.5

NORTH RAMP EXIT

C5 L-102 TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES 1. LIVING WALL SYSTEM

L-201 -

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

C1 L-102

L-201

REFERENCE KEYNOTES B B

A4 L-102

A3 -

B B

L-201 -

MARK

SOUTH RAMP ENTRANCE

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

1.5

2.5

A1 LANDSCAPE SITE PLAN 1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:56:08 AM

L-101

LANDSCAPE SITE PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

A1 -

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

4'-0"

TEAM NAME: TEAM USC A1 -

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

L-201 -

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

1. GREENSCREEN 2. ELEVATED LANDSCAPE TECHNOLOGIES (E-WALL) 3. G-SKY GREEN WALL PANELS 4. JACOB ROPE SYSTEM

C5 NORTH PORCH - WEST/ EAST WALL 3/4" = 1'-0"

9'-3 1/4"

1/4"

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES B

MARK

L-201 -

DATE

DESCRIPTION

2'61

/2"

A3 -

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

8/22/2013 8:56:17 AM

3/4" = 1'-0"

C1 EAST PORCH - NORTH/ SOUTH WALL

3/4" = 1'-0"

ENLARGED LANDSCAPE PLAN

L-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

A4 SOUTH PORCH - WEST WALL

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

C E

T.O. STRUCTURE 12'-9 5/8"

3X2X1/8 ALUMINUM 6061-T6

19/32" OSB

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PLANTING FELT CAPILLARY FELT

DBL 2X4 TOP PLATE

50 MM PVC CAT5 WATERPROOFING MEMBRANE

2X4 BRACE D

1/8" THICK

D5 L-CHANNEL L-200

19/32" OSB

D5 GREEN WALL DETAIL TYPICAL

CAT5 WATERPROOFING MEMBRANE

3" = 1'-0"

50 MM PVC

CAPILLARY FELT

3X2X1/8 ALUMINUM 6061-T6

19/32" OSB

PLANTING FELT

CAPILLARY FELT PLANTING FELT CAT5 WATERPROOFING MEMBRANE

C CLIENT

3X3X3 GUTTER

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

INSULATION PER SPEC

WWW.SOLARDECATHLON.GOV

5/8" DRAIN PIPE

50 MM PVC

CIM 1000 2X4 STUDS @ 16" O.C.

1/2" GWB

CIM 1000 WATERPROOFING MEMBRANE B

3X3X3 GUTTER

5/8 " DIA. PIPE

SEALANT AROUND PENETRATION

WATER TANK

FINISH FLOOR 2'-3 1/2" MARK

DATE

DESCRIPTION

2X8 JOISTS @ 16" O.C.

TANK GRADE LEVEL 0"

8/22/2013 8:56:28 AM

A5 GREENWALL GUTTER DETAIL TYPICAL

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

GREENWALL WALL SECTION

L-200

3" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DRAWN BY:

SHEET TITLE

1" = 1'-0"

USC_11

ISSUE DATE:

A1 GREEN WALL SECTION TYPICAL

LOT NUMBER:

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

MINERIT HD 5/16" CEMENT BOARD

5050 ALUMINUM ANGLE

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

5050 ALUMINUM ANGLE MARK

DATE

DESCRIPTION

FINISH DECK FINISH DECK

FINISH DECK

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

A1 GREENWALL - NORTH PORCH 1" = 1'-0"

A3 GREENWALL - SOUTH PORCH 1" = 1'-0"

A4 EAST PORCH ELEVATION

SHEET TITLE

1" = 1'-0"

1/2'

GREENWALL ELEVATIONS

L-201 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:57:27 AM

8/20/2013

PRODUCED BY AN AUTODESK STUDENT PRODUCT

MINERIT HD 5/16" CEMENT BOARD

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

EXISTING WALL WITH CAT5 WATERPROOFING MEMBRANE 9'0

E 7/ 8"

NOTE: ALUMINUM 6061-T6 ANGLE FRAME WILL BE MITTERED AND WELDED.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 9'-8 1/2"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D 8'9

1/ 8"

72" WIDE ROLL CAPILLARY FELT 1/8" THICK

9'-4 3/8"

8'8

7/ 8"

C CLIENT U.S. DEPARTMENT OF ENERGY

" -4

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

7/ 8"

8'-10 3/8"

72" WIDE ROLL SHODDY FELT 1/4" THICK

8'8

8'-10 3/8"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 GREENWALL EXPLODED AXON

L-300 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:57:34 AM

3/8" = 1'-0"

GREENWALL EXPLODED AXON

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3 X 3 X 3 X 1/8 ALUMINUM 6061-T6 J-CHANNEL SQUARE CORNERS GUTTER

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3X2X1/8 ALUMINUM 6061-T6 ANGLE SQUARE CORNERS FRAME

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

ALL STORAGE TANKS FOR COMPETITION PURPOSES ONLY. SUPPLY AND FIRE SUPPRESSION PUMPS AND ASSOCIATED PRESSURE TANKS FOR COMPETITION PURPOSES ONLY ALL PRIMARY SUPPLY WATER TANKS ARE FULLY SHADED FROM DIRECT SOLAR RADIATIONS BETWEEN 9AM AND 5PM DURING COMPETITION.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR: PE09 D

SHEET KEYNOTES

PE10

1/2" : 12"

1/2" : 12"34

PF08

PE09

PF09 PF10

1/2" : 12" 32

1. 2. 3. 4. 5.

PE12

PE11

WATER SUPPLY PIPE 4" GRAY WATER DRAINAGE PIPE 4" BLACK WATER DRAINAGE PIPE 4" RAIN WATER OVERFLOW DRAINAGE PIPE 4" RAIN WATER DRAINAGE PIPE

PE13 33

PF09

PF06

PE02 27

PE01

PE15

PE03 PE14

PF06 25

PE04

PE15

PE05

W/D

DHW

PE06 11

1/2" : 12"

PE08

1/2" : 12"

PE07

PE08

PE07 PF05

PF04

PF03 C

PE15 9

CLIENT

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

WWW.SOLARDECATHLON.GOV

20 1

SYMBOL LEGEND 17

18 PE02

PE16

SUPPLY WATER

PE18

WASTE WATER STORAGE

PE03

PUMP 1

1/2" : 12"

VENT

PE17

REFERENCE KEYNOTES PF02 2

8/22/2013 9:02:58 AM

MODULAR SPLIT

A1 PLUMBING EQUIPMENT - ROOF PLAN

A4 PLUMBING FIXTURE AND EQUIPMENT - PLAN

3/16" = 1'-0"

PE 01 PE02 PE03 PE04 PE05 PE06 PE07 PE08 PE09 PE10 PE11 PE12 PE13 PE14 PE15 PE16 PE17 PE18

SOLAR FLAT PLATE COLLECTOR RAIN OVERFLOW COLLECTION TANK RAIN WATER COLLECTION TANK WATER FILTRATION SOLAR KIT DOMESTIC WATER HEATER SOLAR PUMP RAIN WATER OVERFLOW DRAIN RAIN WATER DRAIN GRAY WATER COLLECTION TANK GRAY WATER COLLECTION TANK GRAY WATER COLLECTION TANK RAIN WATER COLLECTION TANK GRAY WATER COLLECTION TANK WATER SUPPLY PUMP DOMESTIC WATER SUPPLY TANK BLACK WATER COLLECTION TANK SUMP PUMP

PF01 PF02 PF03 PF04 PF05 PF06 PF07 PF08

DISHWASHER KITCHEN SINK FAUCET WASHING MACHINE WALL HUNG TOILET IN WALL TOILET TANK BATHROOM SINK FAUCET BATHTUB FAUCET MULTIFUNCTION HIGH EFFICIENCY HAND SHOWER SET

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, JK

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

PLUMBING FIXTURE AND EQUIPMENT PLAN

P-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

MODULAR SPLIT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PF07

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3. 4.

1. THE WATER SUPPLY PUMP PROVIDES PRESSURIZED ] MUNICIPAL WATER TO THE HOUSE AS WELL AS THE FIRE SPRINKLER SYSTEM. ALL PLUMBING TO BE PEX PIPING OR TO MEET CODE REQUIREMENTS. ALL PLUMBING TO BE SIZED TO MEET CODE REQUIREMENTS. ALL STORAGE TANKS AND ASSOCIATED PLUMBING FOR COMPETITION PURPOSES ONLY. SUPPLY AND FIRE SUPPRESSION PUMPS AND ASSOCIATED PRESSURE TANKS FOR COMPETITION PURPOSES ONLY.

DOMESTIC WATER TANK 22 12 53 TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1" D PF07

PF08

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PF09

WATER SUPPLY PUMP 22 11 23 D

SHEET KEYNOTES 1" D

3/4" D

1" D

BATH SINK 22 41 16

1" D

3/4" D

SOAK TUB 22 41 19

SHOWER 22 41 23

BATH SINK 22 41 16

W/C TOILET 22 41 13

PF06

CLOTHES WASHER 11 31 23

1" D

1/2" D

3/4" D

1" D

TANK CONNECTION LINES 4" DIAMETER. WATER SUPPLY TANK CONNECTION LINES 4" DIAMETER.

PE16

PE15

PF03

PE04 PE05 PE16

PE06

1/2" D

1. 2.

PF09

3/4" D

PE07

3/4" D

DHW

PF04

W/D

PF05 PE16

1" D

C CLIENT

1" D

U.S. DEPARTMENT OF ENERGY

KITCHEN SINK 22 41 16

3/4" D

DISH WASHER 11 31 13

SYMBOLS LEGEND

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SUPPLY WATER 2

WATER SUPPLY PUMP COLD WATER HOT WATER

GREEN WALL 22 12 19

1/4" D

PIPE RISE UP PIPE DROP DOWN PIPE CONNECTION TOP

REFERENCE KEYNOTES 1" D

1" D 1/2" D

3/4" D

BATH SINK 22 41 16

SOAK TUB 22 41 19

KITCHEN SINK 22 41 16

DISH WASHER 11 31 13

WATER SUPPLY PUMP DOMESTIC WATER SUPPLY TANK

PF01 PF02 PF03 PF04 PF05 PF06 PF07 PF08

DISHWASHER KITCHEN SINK FAUCET WASHING MACHINE WALL HUNG TOILET IN WALL TOILET TANK BATHROOM SINK FAUCET BATHTUB FAUCET MULTIFUNCTION HIGH EFFICIENCY HAND SHOWER SET

MARK

3/4" D

1" D

3/4" D

SUPPLY LINE DIAGRAM

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, JK

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A3 DOMESTIC WATER SUPPLY 1/4" = 1'-0"

DOMESTIC WATER SUPPLY

P-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:03:10 AM

PF02

PE15 PE16

MODULAR SPLIT

3/4" D

SHOWER 22 41 23

1" D CLOTHES WASHER 11 31 23

3/4" D

MODULAR SPLIT

DOMESTIC WATER HEATER 22 33 30

3/4" D

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3/4" D

1" D

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3. 4.

ALL PLUMBING TO BE PEX PIPING OR TO MEET CODE REQUIREMENTS. ALL DRAINS SLOPED TO MEET CODE REQUIREMENTS. ALL WATER CLOSETS WILL BE DISCONNECTED DURING THE PUBLIC EXHIBIT IN ORANGE COUNTY GREAT PARK. ALL STORAGE TANKS AND ASSOCIATED PLUMBING FOR COMPETITION PURPOSES ONLY.

PE10

PE11

PF07

PF08

PF09

PE10

PF10

TEAM NAME: TEAM USC PE12

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PE13

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PE14 PF09 D

SHEET KEYNOTES

PF06

PF03

1. 2.

PF04

ALL DRAIN LINES SLOPED AT 2% ALL TANK CONNECTION PIPES 4" DIAMETER.

W/D

PF04

CLOTHES WASHER 11 31 23

SOAK TUB 22 41 19

SHOWER 22 41 23

2" D

CLOTHES DRYER CONDENSATE

C CLIENT U.S. DEPARTMENT OF ENERGY

2" D

GRAY WATER TANK 22 12 53

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

SYMBOLS LEGEND WASTE WATER STORAGE

W/C TOILET 22 41 13

BATH SINK 22 41 16

KITCHEN SINK 22 41 16

PE17

DISH WASHER 11 31 13

SUMP PUMP GRAY WATER BLACK WATER

2" D

3" D

2" D 2" D

2" D 3" D

PE18

BLACK WATER TANK 22 12 53

AIR ADMITTANCE VALVE THROUGH ROOF VENT

PF02

REFERENCE KEYNOTES

MODULAR SPLIT

PE10 PE11 PE12 PE13 PE14 PE17 PE18

GRAY WATER COLLECTION TANK GRAY WATER COLLECTION TANK GRAY WATER COLLECTION TANK RAIN WATER COLLECTION TANK GRAY WATER COLLECTION TANK BLACK WATER COLLECTION TANK SUMP PUMP

PF01 PF02 PF03 PF04 PF05 PF06 PF07 PF08 HAND

DISHWASHER KITCHEN SINK FAUCET WASHING MACHINE WALL HUNG TOILET IN WALL TOILET TANK BATHROOM SINK FAUCET BATHTUB FAUCET MULTIFUNCTION HIGH EFFICIENCY SHOWER SET

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, JK

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

8/22/2013 9:03:22 AM

WASTE LINE DIAGRAM

A3 DRAIN LINE PLAN

1/4" = 1'-0"

P-103 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DRAIN LINE PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PF06

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

ALL PLUMBING TO BE PEX PIPING OR TO MEET CODE REQUIREMENTS. ALL DRAINS SLOPED TO MEET CODE REQUIREMENTS. ALL STORAGE TANKS AND ASSOCIATED PLUMBING FOR COMPETITION PURPOSES ONLY.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

PE02 RAINWATER OVERFLOW DRAIN RAINWATER PIPE SLOPED AT 2%

PE03

W/D

PE08

PE07 PE08 PE09

RAIN WATER 3" D

3" D

RAIN WATER TANK 22 12 53

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV PE02

OVERFLOW WATER

PE03

3" D 3" D

SYMBOLS LEGEND WASTE WATER STORAGE

OVERFLOW TANK 22 12 53

RAINWATER

RAINWATER OVERFLOW

REFERENCE KEYNOTES B

RAIN OVERFLOW COLLECTION TANK RAIN WATER COLLECTION TANK

MARK

MODULAR SPLIT

PE02 PE03

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, JK

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

8/22/2013 9:03:35 AM

WASTE LINE DIAGRAM

A3 RAINWATER DRAINAGE - PLAN 1/4" = 1'-0"

P-104 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

RAINWATER DRAINAGE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1. 2.

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

GRAYWATER CANNOT BE STORED OR HELD FOR MORE THAN 24 HOURS

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES PF06

PF06 PE04

DHW

PF04

PF05

DOMESTIC WATER TANK 22 12 53

SOLAR PUMP STATION 23 56 00

SOLAR FLATE PLATE COLLECTOR 23 56 00

SOLAR PUMP STATION 23 56 00

SOLAR KIT 23 56 00

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

DOMESTIC WATER HEATER 22 33 30

TO PLUMBING FIXTURES

REFERENCE KEYNOTES B

PE04

WATER FILTRATION

PF04 PF05 PF06

WALL HUNG TOILET IN WALL TOILET TANK BATHROOM SINK FAUCET

MODULAR SPLIT

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

8/22/2013 9:03:52 AM

A3 GRAY WATER REUSE - PLAN

GRAY WATER REUSE SYSTEM

1/4" = 1'-0"

P-105 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

GRAY WATER REUSE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

FCU

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

E PLUMBING FIXTURE SCHEDULE MARK PF01 PF02 PF03 PF04 PF05 PF06 PF07 PF08 PF09 PF10

DESCRIPTION

LOCATION

DISHWASHER KITCHEN FAUCET WASHER/DRYER DUAL FLUSH TOILET TOTO IN-WALL TANK SYSTEM 1.6 GPF AND 0.9 GPF BATHROOM FAUCET BATHTUB FAUCET MULTIFUNCTION HIGH-EFFICIENCY HANDSHOWER SET THERMOSTATIC MIXING/SINGLE VOLUME CONTROL VALVE INFINITY DRAIN

MANUFACTURER

KITCHEN KITCHEN W/D LAVATORY LAVATORY BATHROOM SHOWER/BATH SHOWER/BATH SHOWER/BATH SHOWER/BATH

BOSCH DELTA BOSCH TOTO TOTO TOTO TOTO TOTO TOTO INFINITY DRAIN

FIRE SUPPRESSION SYSTEM REFERENCE NUMBER

MODEL SHX8ER55UC 9159-DST WAS24460UC/WTV76100US CT418FG WT151M TL416SD TS794E TS100F2L TSTAR TA 6548 GRATE

MARK

11 31 13 22 41 39 11 31 23 22 41 13 22 31 14 22 41 39 22 41 39 22 41 39 22 05 23 22 13 19

FS01 FS02

DESCRIPTION

LOCATION

RECESSED SPRINKLER HEAD PENDANT 1" WHITE PEX

VARIES VARIES

MODEL

MANUFACTURER UPONOR UPONOR

Q73001WH F1921000

REFERENCE NUMBER

COMMENTS

21 13 13 21 13 13

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PLUMBING FIXTURE SCHEDULE

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

FIRE SUPPRESSION SYSTEM D

PLUMBING EQUIPMENT SCHEDULE

MARK

DESCRIPTION

PE01 PE02 PE03 PE04 PE05 PE06 PE07 PE08 PE09 PE10 PE11 PE12 PE13 PE14 PE15 PE16 PE17 PE18 PE19 PE20 PE21 PE22 PE23 PE24 PE25 PE26

SOLAR FLAT PLATE COLLECTOR RAIN WATER OVERFLOW TANK RAIN WATER TANK SOLAR KIT DOMESTIC WATER HEATER SOLAR PUMP STATION ROOF DRAIN OVERFLOW DRAIN GRAY WATER TANK GRAY WATER TANK GRAY WATER TANK PORCH DRAIN WATER TANK GRAY WATER TANK WATER SUPPLY PUMP HOUSE SUPPLY WATER TANK BLACK WATER TANK SUMP PUMP GREEN WALL SUPPLY WATER TANK 1/2" COPPER 1/2" AQUAPEX PIPING 3/4" AQUAPEX PIPING 1" AQUAPEX PIPING 4" PVC PIPING 2" ABS PIPING 3" ABS PIPING 4" ABS PIPING

LOCATION ROOF VARIES BELOW EAST PORCH MECH CLOSET MECH CLOSET MECH CLOSET ROOF - WEST ROOF - WEST BELOW NORTH PORCH BELOW NORTH RAMP BELOW NORTH PORCH BELOW NORTH PORCH BELOW NORTH PORCH EAST LAWN EAST LAWN BELOW EAST PORCH BELOW EAST PORCH BELOW EAST PORCH VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES

MANUFACTURER

MODEL

REFERENCE NUMBER

AO SMITH RONCO PLASTICS RONCO PLASTICS DAIKIN ALTHERMA DAIKIN ALTHERMA AO SMITH ZURN ZURN RONCO PLASTICS RONCO PLASTICS RONCO PLASTICS RONCO PLASTICS RONCO PLASTICS GRUNDFOS RONCO PLASTICS RONCO PLASTICS LITTLE GIANT RONCO PLASTICS MUELLER STREAM-LINE UPONOR UPONOR UPONOR JM EAGLE CHARLOTTE CHARLOTTE CHARLOTTE

CR-140-AP R-RB163 R-RB308 EKSOLHWBAVJU EKHWS080BA3VJU 9010016000 Z165-76 Z165-76 R-RB356 R-RB315 R-RB133 R-RB133 R-RB204 JP4-47ASA 500 PE R-RB487 505055 WRS-5 R-RB157 MH04002 F1040500 F1040750 F10401000 1610 3200 3300 3400

23 56 00 22 14 53 22 14 53 23 56 00 22 33 30 23 56 00 22 14 26 22 14 26 22 13 63 22 13 63 22 13 63 22 12 19 22 13 63 22 11 23 22 12 19 22 13 19 22 14 29 22 12 19 22 11 16 22 11 16 22 11 16 22 11 16 22 14 16 22 13 16 22 13 16 22 14 16

COMMENTS 30"L x 20"Wx 10"H, 25 GALLON TANK, QUANTITY: 2 64"L x 22"W x 9 1/8"H, 50 GALLON TANK, QUANTITY: 2 30 1/32" X 12" X 10 1/32" 79.2 GALLON TANK 20.25" X 12.2" X 7.64"

60"L x 30"W x 18"H, 130 GALLON TANK, QUANTITY: 2 30 1/2"L x 24 3/8"W x 17 3/8"H, 52 GALLON TANK, QUANITITY: 1 57"L x 26 1/2"W x 9 1/4"H, 53 GALLON TANK, QUANTITY: 1 57"L x 26 1/2"W x 9 1/4"H, 53 GALLON TANK, QUANTITY: 1 76"L x 27"W x 11 1/2"H, 90 GALLON TANK, QUANTITY: 1 58 1/4" DIA. x 58 1/4"H, 500 GALLON TANK , QUANTITY: 3 63"L x 40"W x 10"H, 97 GALLON TANK, QUANTITY: 1

C CLIENT U.S. DEPARTMENT OF ENERGY

30"L x 20" W x 12" H, 30 GALLON TANK, QUANTITY: 1

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

PLUMBING EQUIPMENT SCHEDULE

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO, JK

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

PLUMBING SCHEDULE A

P-601 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:04:03 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

RETURN 20X10 1660 CFM @ 1200 FPM SUPPLY 20X10 1660 CFM @ 1200 FPM

SHEET KEYNOTES

TITUS FLOW BAR C35 8" INLET

3'-3"

TITUS FLOW BAR C35 8" INLET

8" D. FLEX DUCT

VD VF

30X8

2 1/8"

1'-2 1/4"

3'-2 3/8"

FCU

VD VD

ST 4" D.

10" D. FLEX DUCT

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

VD 3'-0 1/4"

COVE

SYMBOL LEGEND

TITUS FLOW BAR C36 10" INLET C

BUILDING BREAK LINE 1

FCU

FAN COIL UNIT

DHW

DOMESTIC HOT WATER

SOLAR KIT

TRUFLOW MANIFOLD

MONOBLOC UNIT

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

COVE TITUS FLOW BAR C36 10" INLET 10" D. FLEX DUCT EXHAUST FAN DUCT 5'-9 1/2"

1'-1 1/2"

2'-4 3/4"

4'-7" VD

5'-1"

ST TITUS FLOW BAR C35 10" INLET

VOLUME DAMPER SUN TUNNEL

REFERENCE KEYNOTES

MODULAR SPLIT

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

MECHANICAL RCP

A1 MECHANICAL RCP

M-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:01:05 AM

1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

RETURN GRILLE TITUS CT-580, 9' LONG

COVE

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

1. 2. 3.

SKYLIGHT ABOVE BATHROOM VENTILATION FAN DRYER EXHAUST FAN

SYMBOL LEGEND VF

ST BUILDING BREAK LINE FCU

FAN COIL UNIT

DHW

DOMESTIC HOT WATER

SOLAR KIT

C CLIENT

TRUFLOW MANIFOLD

MONOBLOC UNIT

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

VD ST

WWW.SOLARDECATHLON.GOV

VOLUME DAMPER SUN TUNNEL EXHAUST VENT SUPPLY AIR RETURN AIR

REFERENCE KEYNOTES B

MODULAR SPLIT

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

AO,PN

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

Copy of MECHANICAL REFLECTIVE CEILING PLAN STUDY 1/4" = 1'-0"

6' A

M-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:01:13 AM

MECHANICAL DISTRIBUTION PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

DAIKIN ALTHERMA PACKAGED SPEC MONOBLOC UNIT TO BE OUTSIDE AND FAN COIL UNIT INSIDE.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

FCU 1

6 SYMBOL LEGEND 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

7 8

UNIT HEAT EXCHANGER PUMP SHUT-OFF VALVE PIPE MANIFOLD MOTORIZED 3-WAY VALVE BOOSTER HEATER HEAT EXCHANGER COIL DOMESTIC HOT WATER TANK SOLAR KIT SOLAR PUMPING STATION SOLAR COLLECTOR

FCU T

FAN COIL UNIT (FIELD SUPPLY) ROOM THERMOSTAT WITH COOLING/HEATING SWITCH (FIELD SUPPLY)

USER INTERFACE

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

HOT WATER COLD WATER

REFERENCE KEYNOTES B

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

MECHANICAL SCHEMATIC DESIGN

M-601 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:01:20 AM

MECHANICAL SCHEMATIC DESIGN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1.5" SLOT WIDTH

1-SLOT 8" INLET

AIRFLOW, CFM

180

230

380

210

450

TOTAL PRESSURE

0.090

0.146

0.400

0.086

0.396

STATIC PRESSURE

0.038

0.119

0.326

0.064

0.292

NOISE CRITERIA

THROW

10-14-19

12-15-22

16-20-28

10-15-21

18-22-31

LENGTH

4 FT

5 FT

QUANTITY

048 EFWT048AEVLU

COOLING PERFORMANCE NOMINAL CAPACITY

BTU/HR

42,700

NOMINAL SENSIBLE CAPACITY

BTU/HR

34,700

40-50 F

EWT RANGE NOMINAL FLOW RATE

GPM

NOMINAL PRESSURE DROP

FT HD

5.4

HEATING PERFORMANCE (HOT WATER HEATING) NOMINAL CAPACITY

C35 PERFORMANCE DATA

BTU/HR

50,200

100 - 125 F

EWT RANGE NOMINAL FLOW RATE

GPM

NOMINAL PRESSURE DROP

FT HD

5.4

AIRFLOW RATE

ROOM

CFM

1600

TOTAL EXTERNAL STATIC PRESSURE

WG"

0.3" WG STD, 0.5" WG MAX

401 KIDS ROOM

143

SUPPLY DIFFUSER TITUS FLOWBAR HIGH THROW 1.5" SLOT, 8" INLET, 4FT

301 - 701 DINING (LIVING-2)

395

2.5" SLOT, 10" INLET, 5 FT

801 MASTER BEDROOM

148

1.5" SLOT, 8" INLET, 4FT

601 BATHROOM

220

1.5" SLOT, 8" INLET, 4FT

MIN CIRCUIT AMPS (MCA)

201 KITCHEN

164

1.5" SLOT, 8" INLET, 5FT

MAX OVERCURRENT PROTECTION (MOP)

101 LIVING-1

366

2.5" SLOT, 10" INLET, 4 FT

"A" FACTORY SETTING

BLOWER SPEED SETTING

RETURN GRILLE, FLOOR MOUNTED TITUS CT-PP-0

MOTOR RATING

3/4 HP

UPFLOW, HORIZONTAL L, HORIZONTAL R (POSSIBLE)

AIRFLOW ARRANGEMENT 9' LINEAR PLENUM BEHIND ELECTRICAL DATA (NO ELECTRIC HEAT OPTIONS)

120 V/1/60HZ

POWER SUPPLY

14.0 A

ELECTRICAL DATA (WITH ELECTRIC HEAT OPTIONS) 208-230V/1PH/60HZ

POWER SUPPLY

1,436

MIN CIRCUIT AMPS (MCA)

6.0 A

MAX OVERCURRENT PROTECTION (MOP)

DIFFUSER SELECTIONS

ELECTRICAL HEATER OPTIONS 10 TO 25 KW

10 KW, 15 KW, 20 KW

ELECTRICAL HEAT INTEGRAL DISCONNECT

FACTORY INSTALLED SERVICE SWITCH OVER 10 KW (NO DISCONNECT)

PHYSICAL DATA DIMENSION

HXWXD LBS

WEIGHT

WATER VOLUME

GAL

79.2

MAX WATER TEMPERATURE

F (C)

185 (85)

MAX WATER PRESSURE

PSI IN

1 5/8

HEIGHT

DIAMETER BOOSTER HEATER

22 7/8

WATER INLET H/E DIAMETER

3/4 FBSP

WATER OUTLET H/E DIAMETER

3/4 FBSP

COLD WATER IN DIAMETER

3/4 FBSP

COLD WATER OUT DIAMETER

3/4 FBSP

MAX. CIRCUIT AMPS (MCA)

14.3

MAX OVERCURRENT PROTECTION (MOP)

PIPING CONNECTIONS

POWER SUPPLY

U.L. LISTED FOR INSTALLATION WITH ZERO INCHES CLEARANCE TO COMBUSTIBLE MATERIALS

WATER SIDE HEAT EXCHANGER

INLET/OUTLET CONNECTIONS

1-1/8

SWEAT

CONNECTION TYPE FEATURE

FACTORY MOUNTED BACK UP HEATER

24 V

THERMOSTAT CONNECTION

20 X 25 X 1

AIR FILTER (MERV 8 THROWAWAY)

FAN COIL UNIT

MATERIAL OUTSIDE CASING

0.1 PS - STATIC PRESSURE (INH2O)

EPOXY-COATED MILD STEEL

COLOR

NEUTRAL WHITE

DIMENSIONS (NET)

HXWXD

EMPTY WEIGHT

63 X 22 27/32 X 22 27/32

AIRFLOW (CFM)

SOUND (SONES)

POWER (WATTS)

< 0.3

5.1

9.8

129.8

LBS

0.25 PS EFFICACY (CFM/WATT) 50

LOW TEMPERATURE

38,200 BTU/HR 43,800 BTU/HR 2.53 kW 3.91 kW 4.32 11.21 5 - 95 F 50 - 114.8 F 5 - 95 F 64

TEAM NAME: TEAM USC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

6.5

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

208-230V/1Ph/60Hz 26.5 D

30 55 27/32 x 56 1/2 x 15 1/32 397 441 59 - 131 F 41 - 71.6 F 2.64 GAL 43.5 PSI 14.5 PSI 1 1/4 Female BSP in. < 43.5 PSI 1.45 GAL 7.61 PSI 8.11 PSI

4.23 MIN. GPM / 15.32 MAX. GPM C

8.48 GPM

CLIENT U.S. DEPARTMENT OF ENERGY

9.72 GPM

SOLAR DECATHLON 2013 6 kW

WWW.SOLARDECATHLON.GOV

2 28.6

POWER SUPPLY

4" DUCT VENTILATION FAN PERFORMANCE

STAINLESS STEEL (DIN 1.4521) - 316L

REVERSIBLE

0.27 GAL

WATER FLOW RATE NOM HEATING WATER FLOW RATE NOM COOLING CAPACITY CAPACITY STEPS MAX OVERCURRENT PROTECTION (MOP) MINIMUM CIRCUIT AMPS (MCA)

CONNECTION TYPE

208-230V/1PH/60HZ

MATERIAL INSIDE TANK

WATER VOLUME WATER FLOW RATE

1/2" JM TUF-SKIN

INSTALLATION CLEARANCES

145

INSULATION MIN. THICKNESS

230

INSULATION TYPE / R- RATING

DOMESTIC HOT WATER TANK EKHWS080BA3VJU C

48 X 23 X 20

EBLQ036BA6VJU

208-230V/1Ph/60Hz

OUTDOOR MONOBLOC UNIT

AIRFLOW (CFM) B

SOLAR KIT

DOMESTIC HOT WATER TANK

EKSOLHWBAVJU

VENTILATION FAN PERFORMANCE

HEAT EXCHANGER

PRESS. DROP

PSI

3.12

MAX INLET TEMP

F (C)

230 (110)

W/K

1400

HEAT EXCHANGE CAPACITY LOGARITHMIC MEAN TEMPERATURE DIFFERENCE

HEATING/COOLING & DOMESTIC HOT WATER EQUIPMENT SCHEDULE MARK MU DHW SK FCU TM VF TSTAT SC

DESCRIPTION OUTDOOR MONOBLOC UNIT DOMESTIC WATER HEATER SOLAR KIT FAN COIL UNIT TRUFLOW CLASSIC MANIFOLD VENTILATION FAN HEATING AND COOLING THERMOSTAT SOLAR COLLECTOR

LOCATION OUTSIDE MECH CLOSET MECH CLOSET MECH CLOSET MECH CLOSET MECH CLOSET W/C NORTH WALL OF LIVING ROOM ROOF

MANUFACTURER DAIKIN ALTHERMA DAIKIN ALTHERMA DAIKIN ALTHERMA DAIKIN ALTHERMA UPONOR AERO PURE CRESTRON AO SMITH

MODEL EBLQ048BA6VJU EKHWS080BA3VJU EKSOLHWBAVJU EFWT048AEVLU A2610300 AP 70 G6, WHITE CHV-TSTATW CR 140 AP

# OF SPEEDS

PUMP

SERVICE HEATING/COOLING WATER HEATER HEAT EXCHANGER HEATING/COOLING VENTILATION THERMOSTAT SOLAR COLLECTOR

SIZE 56.5 x 55.8 x 15.0 " 79.2 GALLON TANK 30 1/32" X 12" X 10 1/32" 48" X 21 1/4" X 28" 1.94" X 12.6" X 10.34" 10 1/2" X 11 3/8" X 7 5/8" 2.75" LCD DISPLAY 4'-0" X 10'-0"

23 33 46 22 33 30

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

WATER CIRCUIT

PIPING CONNECTIONS DIAM.

3/4 FBSP

AMBIENT TEMPERATURE

MAX.

95(35)

MIN.

33.8 (1)

DIMENSIONS (NET)

ISSUE DATE:

FROM INDOOR UNIT

HXWXD

30 1/32 X 12 X 10 1/32 A

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:01:29 AM

HEATING/COOLING & DOMESTIC HOT WATER EQUIPMENT SCHEDULE

8/20/2013

SHEET TITLE

208-230V/1PH/60HZ

POWER SUPPLY INTAKE

DESCRIPTION

USC_11

POWER SUPPLY

DATE

LOT NUMBER:

POWER INPUT

REF. NUMBER

MARK

MECHANICAL SCHEDULE

SOLAR KIT

M-602 6

PRODUCED BY AN AUTODESK STUDENT PRODUCT

TRACE CFM

NOMINAL

OUTDOOR MONOBLOC UNIT MONOBLOC APPLICATION FUNCTION APPLICATION HEATING NOMINAL CAPACITY (3) COOLING HEATING NOMINAL INPUT (3) COOLING COP EER HEATING COOLING OPERATION RANGE DOMESTIC HEATING SOUND POWER COOLING HEATING SOUND PRESSURE COOLING REFRIGERANT CHARGE R-410A POWER SUPPLY MINIMUM CIRCUIT AMPS (MCA) MAXIMUM OVERCURRENT PROTECTION (MOP) DIMENSIONS HxWxD NET WEIGHT GROSS HEATING LEAVING WATER TEMPERATURE RANGE COOLING VOLUME MAX WATER PRESSURE EXPANSION VESSEL PRE PRESSURE WATER PIPING CONNECTIONS DIAMETER SAFETY VALVE TOTAL WATER VOLUME HEATING PUMP (NOMINAL ESP) COOLING

FAN COIL UNIT CAPACITY

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

ELECTRICAL NOTES

1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL OTHER WORK.

26"

39"

52"

78" TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

104"

WIRING METHODS:

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

F5 EXTERIOR LED STRIP LIGHT 32"

1. ALL CONDUCTORS SHALL BE COPPER, CONFORMING TO THE LATEST REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, STRANDED FOR NO.8 AWG AND LARGER, SOLID FOR NO 10 AWG AND SMALLER.

F4 UPWARD FACING LED LIGHT

F7 INTENSE LIGHTING RECESSED LED DOWNLIGHT

2. MINIMUM SIZE CONDUCTOR SHALL BE NO. 18 AWG 3. ALL NON-ROMEX CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE.

F8 INTENSE LIGHTING RECESSED SHOWER LIGHT

4. GROUNDING OF THE ENTIRE ELECTRICAL SYSTEM SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND AS INDICATED IN DRAWINGS.

F9 SURFACE MOUNTED CLOSET LIGHT

5. PHOTOVOLTAIC CONNECTION SHALL BE ENPHASE ENGAGE INTERCONNECTION CABLE

SUN TUNEL SKYLIGHT

6. ALL CONDUIT AND WIRING SHALL BE CONCEALED IN CEILINGS AND/OR WALLS UNLESS SPECIFICALLY NOTED OTHERWISE.

F10

SINGLE POLE SWITCH

DUPLEX RECEPTACLE

7. PROVIDE ACCESS PANELS WHERE REQUIRED FOR PROPER ACCESS TO JUNCTION BOXES, PULL BOXES, TAP BOXES, ETC. ACCESS PANELS ARE ALLOWED, ONLY AS APPROVED BY THE ARCHITECT.

GFCI RECEPTACLE

GFCI

CLIENT U.S. DEPARTMENT OF ENERGY

8. DERATE CONDUCTORS PER NATIONAL ELECTRICAL CODE.

240V GFCI RECEPTACLE

SOLAR DECATHLON 2013

GFCI

WWW.SOLARDECATHLON.GOV

WIRING DEVICES: 1. ALL WIRING DEVICES SHALL BE PROVIDED AS LOCATED IN THE ARCHITECTURAL PLANS AND AS IDENTIFIED IN THE SYMBOL LIST. 2. ALL OUTLET BOXES SHALL BE OF SUFFICIENT SIZE TO ACCOMMODATE THE WIRING DEVICES AND WIRING TO BE INSTALLED. 3. OUTLET BOXES FOR WIRING DEVICES IN FINISHED WALLS SHALL BE ONE PIECE STANDARD GANG TYPE OF SIZE TO ACCOMMODATE NUMBER OF DEVICES NOTED. BOXES SHALL HAVE PLASTIC COVERS TO BRING BOX OPENING FLUSH WITH FINISHED WALL OR NOT MORE THAN 1/4" IN BACK OF SAME. B

4. WIRING DEVICES OF THE SAME OR SIMILAR TYPE SHOWN ADJACENT TO EACH OTHER ON THE DRAWING SHALL BE INSTALLED IN A MULTI-GANGED OUTLET BOX AND UNDER A COMMON COVER PLATE. REFER TO ALL APPLICABLE NOTES. LIGHTING FIXTURES: 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND FIXTURE ARRANGEMENT IN ALL AREAS. 2. REFER TO ARCHITECTURAL PLANS FOR FIXTURE SPECIFICATION. 3. NOTIFY ARCHITECT OF ANY LIGHTING LAYOUT INTERFERENCE WITH STRUCTURAL MEMBERS AND/OR MECHANICAL/SPRINKLER EQUIPMENT TO OBTAIN FINAL APPROVAL BEFORE INSTALLATION.

ELECTRICAL SHEET LIST B

SHEET #

SHEET NAME

E-001 E-101 E-102 E-103 E-104 E-105 E-106 E-302 E-601 E-602 E-603 E-604

NOTES AND SYMBOLS MICRO-GRID INTERCONNECTION PLAN ELECTRICAL COMPONENT PLAN RECEPTACLE PLAN LIGHTING PLAN PV ARRAY PLAN PV CONDUIT PLAN ELECTRICAL CLOSET SECTION ONE-LINE DIAGRAM THREE-LINE DIAGRAM PANEL BOARD SCHEDULE BOSCH PV ONE LINE DIAGRAM

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

NOTES AND SYMBOLS A

E-001 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:26:46 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

E F2,F3,F6 LINEAR STRIP LIGHT

3. ALL ELECTRICAL MATERIALS SHALL BE NEW AND SHALL BE LISTED BY THE UNDERWRITER LABORATORIES, INC. (UL). DEFECTIVE EQUIPMENT OR EQUIPMENT DAMAGED IN THE COURSE OF INSTALLATION OR TESTING SHALL BE REPLACED OR REPAIRED IN A MANNER MEETING THE APPROVAL OF THE ARCHITECT AND ENGINEER. WHERE APPLICABLE, ALL EQUIPMENT SHALL BE IN ACCORDANCE WITH NEMA STANDARDS.

F1 RECESSED LED PUCK LIGHT

2. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS, CONDUIT AND OTHER WORK.

ELECTRICAL SYMBOLS

GENERAL NOTES: E

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

THE ORGANIZERS SHALL SUPPLY 150A 240/120V, 60HZ SINGLE PHASE, 3-WIRE SERVICE 2. EACH TEAM SHALL PROVIDE AND INSTALL THE CABLES (AWG 2/0 COPPER) FROM THE TEAM'S MAIN DISCONNECT VIA THE TEAM METER HOUSING TO THE BOTTOM (PLUS 3' ADDITIONAL) OF THE ORGANIZERS JUNCTION BOX ON THE ORGANIZER UTILITY PANEL NEAR THE TEAMS PROPERTY LINE. 3. THE CABLES TO AND FROM THE ORGANIZER UTILITY E PANEL WILL BE GROUND LAID. ALL TEAMS SHALL BE RESPONSIBLE FOR PROTECTING GROUND-LAID CABLE FROM DAMAGE AND PREVENT A TRIPPING HAZARD. 4. TEAM METER HOUSING SHALL BE LOCATED BETWEEN 50" AND 65" ABOVE GRADE OR ACCESSIBLE WALKING SURFACE TO QUALIFY FOR MICROGRID INTERCONNECTION APPROVAL. 5. ORGANIZERS SHALL SUPPLY AND INSTALL UTILITY METER. 6. TEAM SHALL PROVIDE ORGANIZER ACCESS TO THE TEAM PANELBOARD AND ONE KNOCK OUT TO ALLOW ORGANIZER INSTILLATION OF PV COVERING SENSORS. 7. ORGANIZER SHALL MAKE FINAL CONNECTION AT ORGANIZER UTILITY PANEL. 8. PANEL BOARDS SHALL BE RATED 10,000 AIC MINIMUM. 9. NEC SERVICE DISCONNECTIONS MEANS SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION IN ACCORDANCE WITH NEC 230.70 (A)(1). 10. SERVICE DISCONNECT ARE LOCATED IN ACCORDANCE WITH THE NEC 240.24 (A)(B)(C)(D)(E)(F). 11. SWITCHES AND CIRCUIT BREAKERS SHALL BE LOCATED SUCH THAT THEY COMPLY WITH NEC 404.8. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF THE SWITCH OR CIRCUIT BREAKER, WHEN IT ITS HIGHEST POSITION, IS NOT MORE THAN 6FT 7 IN ABOVE THE FLOOR OR WORKING PLATFORM

26 05 19

SHEET KEYNOTES

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

2. 3.

4. 5.

GFCI

26 24 16

6 6

C CLIENT U.S. DEPARTMENT OF ENERGY

26 05 33

SOLAR DECATHLON 2013

26 05 33

WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES 26 05 33 26 24 16 26 05 19

JUNCTION BOX MAIN PANEL BOARD COMPETITION POWER CABLE

MODULAR SPLIT

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

8/22/2013 8:26:57 AM

A1 MICROGRID INTERCONNECTION PLAN 1/4" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

ORGANIZER SUPPLIED GROUNDING LOOP IN ACCORDANCE WITH IRC E3608.1.4 ROD AND PIPE ELECTRODES TEAM-SUPPLIED METER HOUSING. 1" HOLE ON MECHANICAL ROOM FLOOR FOR HOOK UP TO ORGANIZER PANEL BOARD. INSTALLATION ROUTE FOR 2/0 COPPER POWER CABLES. ORGANIZER UTILITY CONNECTION-150A/240V/60HZ, 3 WIRE SERVICE. JUNCTION BOX LOCATED UNDERNEATH FLOOR.

E-101

MICRO-GRID INTERCONNECTION PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

GFCI

1. 2

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

2. E 3. 4.

ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 110.26. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT OUTDOOR ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN SUITABLE ENCLOSURES ANDSHALL BE PROTECTED FROM ACCIDENTAL CONTACT BY UNAUTHORIZED PERSONNEL. THE SERVICE DISCONNECTING MEANS SHALL BE INSTALLED IN ACCORDANCE WITH 230.70 (A)(1). SWITCHES AND CIRCUIT BREAKERS SHALL BE LOCATED SUCH THAT THEY COMPLY WITH NEC 404.8. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF THE WITCH OR THE CIRCUIT BREAKER WHEN ITS HIGHEST POSITION IS NOT MORE THAN 6 FT 7 IN. ABOVE THE FLOOR OR WORKING PLATFORM. PERMANENTLY CONNECTED MOTOR-DRIVEN APPLIANCES OF MORE THAN 1/8 HORSEPOWER SHALL COMPLY WITH 422.32. THE SWITCH OR CIRCUIT BREAKER SHALL BE LOCATED WITHIN SIGHT FROM THE APPLIANCE LIGHTING OUTLET LOCATION-SHALL COMPLY WITH 210.70

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PROVIDE DATA CABLE DROPS FOR ENERGY MONITORING AND CONTROL OF HVAC, ELECTRICAL, WATER, PV/ AND OTHER SYSTEMS AS REQUIRED D

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

23 34 00

SYMBOLS LEGEND FCU 1

SPS

RESIDENTIAL STRUCTURED WIRING CABINET MOUNTED ON WALL.

DHW

WSH/ DR

1. 2. 3. 4.

HVAC DISCONNECT INSTANT WATER HEATER DISCONNECT DISHWASHER DISCONNECT INSTALL BELOW SINK ALL EQUIPMENT LOCATED IN CABINETS

DHW

DOMESTIC WATER HEATER

OVEN/RANGE

DISHWASHER

REFRIGERATOR

SOLAR KIT

FCU

FAN COIL UNIT

MONOBLOC

WSH/DR

WASHER/DRYER

SPEAKER

SPS

SOLAR PUMP STATION

SMOKE DETECTOR

TV - 55"

CABINET RACK

SPEAKERS

SOLAR DECATHLON 2013

BLURAY PLAYER

WWW.SOLARDECATHLON.GOV

MAC

MAC MINI

MAS

MAC MINI SERVER

WIFI ROUTER

CK 22 12 19

CK CR WR LCP ATV MAS XBX SP MAC TV SP BP

23 56 00

AV EQUIPMENT IN CABINET. PROVIDE VENTILATION AND CABLE MANAGEMENT.

C CLIENT

U.S. DEPARTMENT OF ENERGY

XBX C

SURROUND SOUND SPEAKERS RECESSED IN CEILING - TYP AT 2 LOCATIONS.

XBOX 360

ATV

APPLE TV

CRESTRON KEYPAD

SUBWOOFER

LCP

LIGHTING CONTROL PANEL

PROJECTOR

CK DW CK

REFERENCE KEYNOTES 22 12 19

FACILITY GROUND-MOUNTED, POTABLE WATER STORAGE TANKS 23 34 00 HVAC FANS 23 56 00 SOLAR ENERGY HEATING EQUIPMENT 26 05 33.A7 MAIN ELECTRICAL PANEL

MODULAR SPLIT

A2 ELECTRICAL COMPONENT/EQUIPMENT FLOOR PLAN 1/4" = 1'-0"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

E-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:27:14 AM

ELECTIRCAL COMP. / EQU. PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

26 05 33.A7

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

E 4. 5. 6.

ALL RECEPTACLES INSTALLED IN (2) BATHROOMS (2) OUTDOOR STORAGE AREAS (2) OUTDOORS (6) KITCHENS SHALL COMPLY WITH NEC 210.8 (A). ALL RECEPTACLES ARE LOCATED IN ACCORDANCE WITH NEC 210.52 210.63 ALL 125-VOLT, SINGLE PHASE,15 OR 20 AMPERE RATED RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT. ALL RECEPTACLES INSTALLED ARE TAPER RESISTANT IN ACCORDANCE WITH NEC 406.11 ALL RECEPTACLES INSTALLED IN WET LOCATIONS AND BATHROOMS SHALL COMPLY WITH NEC 406. (B) (1) AND 410.10(A)(D). AFCI PROTECTION SHALL BE PROVIDED ON ALL 120V, 15A AND 20A CIRCUITS AS REQUIRED PER NEC 210.12(A). PLEASE REFER TO SHEET E-601.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 1

1 D

SHEET KEYNOTES

26 24 16 3

GFCI

PROVIDE DUPLEX OUTLET INSIDE RESIDENTIAL STRUCTURED WIRING CABINET

GFCI

3. 4. 5.

3 3

1 1

2 23

4 23

10 12

DUPLEX OUTLET BEHIND TELEVISION

QUAD OUTLET INSIDE AV EQUIPMENT CABINET BELOW

GFCI

GFCI-WP

1 3

THE DISHWASHER RECEPTACLE WILL BE INSTALLED UNDERNEATH THE KITCHEN SINK. VERIFY EXACT LOCATION AND PROVIDE FINAL CONNECTIONS AS REQUIRED. RECEPTACLE SHALL BE PLACED IN THE CEILING ABOVE. SWITCH OUTLET OF GARBAGE DISPOSAL. LOCATED IN CASE WORK. ALL SWITCHES ARE CRESTRON KEYPAD.

C CLIENT

U.S. DEPARTMENT OF ENERGY

QUAD OUTLET IN CABINET BELOW FOR POWERED SUBWOOFER

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

4 4

2 GFCI

DUPLEX OUTLET ABOVE FOR VIDEO PROJECTOR.

2 5

GFCI

228

8 15

28 28 GFCI

GFCI

2 2

558

GFCI-WP

GFCI

REFERENCE KEYNOTES

GFCIWP

2817 28 GFCI GFCIGFCI

26 24 16

MODULAR SPLIT

MAIN PANEL BOARD

A2 RECEPTACLE PLAN 1/4" = 1'-0"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

RECEPTACLE PLAN A

E-103 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:27:35 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2. 3.

LUMINARIES SHALL BE INSTALLED IN ACCORDANCE WITH NEC 410.10(A)(D) LUMINARIES PLACED IN CLOTHES CLOSETS WILL BE INSTALLED IN ACCORDANCE WITH NEC 410.16 (A)(B)(C) AND NEC 410.18. FOR LUMINARE SYMBOLS LEGEND REFER TO SHEETS A-121 AND E-001

TEAM NAME: TEAM USC

SKYLIGHT SHADE ABOVE F6 3

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

F6 3 8

F6 3

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

F3 1

26 24 16

SHEET KEYNOTES

F6 6 3 2

F3 3

8 1. 2.

GFCI

3 F10 3

OPEN TO SKYLIGHT ABOVE ALL SWITCHES ARE CRESTRON KEYPAD

F6 6 3

F7 2

1 2

F9 3

F3 1

GFCI

F12

F5 6 F3 4

F5 6

F3 5

4 F3

F6 6 C

C CLIENT

U.S. DEPARTMENT OF ENERGY

F6 5

SOLAR DECATHLON 2013

WWW.SOLARDECATHLON.GOV

SKYLIGHT SHADE ABOVE

F6 5

F1 F10 8

F2 2

2 2

2 3

F6 5

REFERENCE KEYNOTES

F3 2

26 24 16

MAIN PANEL BOARD

MODULAR SPLIT

MARK

A1 LIGHT SWITCHING PLAN 1/4" = 1'-0"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

LIGHTING PLAN A

E-104 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:27:45 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

F6 6

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

2. E

INSTILLATION AND SERVICE OF ARRAY SHALL COMPLY WITH NEC 690.18. OPEN CIRCUITING, SHORT CIRCUITING , OR OPAQUE COVERING SHALL BE USED TO DISABLE AN ARRAY OR PORTIONS OF AN ARRAY FOR INSTILLATION AND SERVICE. WIRING METHODS OF ARRAY SHALL COMPLY WITH NEC 690.31. WHERE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS OPERATING AT MAXIMUM SYSTEM AND OUTPUT CIRCUITS OPERATING AT MAXIMUM SYSTEM VOLTAGES GREATER THAN 30 VOLTS ARE INSTALLED IN READY ACCESSIBLE LOCATIONS. CIRCUIT CONDUCTORS SHALL BE INSTALLED IN A RACEWAY.

PV ARRAY 2

PV ARRAY 3

PV ARRAY 4

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 26 24 16

PV 17

PV 18

PV 16

PV 19

PV 27

PV 20

PV 28

PV 21

PV 29

PV 22

PV 30

PV 23

PV 31

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES 1. 2. 3. 4. 5. 6. 7.

LOCATED IN ELECTRICAL CLOSET BELOW SUB-ARRAY 1 SUB-ARRAY 2 SUB-ARRAY 3 SUB-ARRAY 4 SKYLIGHT SOLAR HOT WATER COLLECTOR

26 31 00

PV 1

PV 7

PV 2

PV 8

6 2

C CLIENT

PV 3

PV 9

PV 24

PV 32

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

PV 4 PV 10

PV 25

PV 33

PV 26

PV 34

PV ARRAY 1

PV 5

PV 11

PV 13

PV 6

PV 12

PV 14

MODULAR SPLIT

REFERENCE KEYNOTES 26 24 16 26 31 00

MAIN PANEL BOARD SOLAR PANEL

MARK

A1 PV ARRAY PLAN 1/4" = 1'-0"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

PV ARRAY PLAN

8/22/2013 8:27:55 AM

E-105 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PV 15 6

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

CABLES AND CONDUIT SHALL BE SECURED IN ACCORDANCE WITH 334.30 SECURED BY STAPLES, CABLE TIES STRAPS, HANGERS OR SIMILAR FITTINGS DESIGNED AND INSTALLED SO AS NOT TO DAMAGE THE CABLE AT INTERVALS NOT EXCEEDING 4.5 FT AND WITHIN 12 IN OF EVERY OUTLET BOX, AND JUNCTION BOX, CABINET OR FITTING. NEC 609.34 ACCESS TO BOXES JUNCTION, PULL, AND OUTLET BOXES LOCATED BEHIND MODULES ORPANELS SHALL BE INSTALLED THAT THE WIRING CONTAINED IN THEM CAN BE RENDERED ACCESSIBLE DIRECTLY OR BY REPLACEMENT OF A MODULE(S). CONDUCTOR AMPACITIES SHALL BE DERATED IN ACCORDANCE WITH 310.15 (B)(2) FOR THOSE IN CONDUIT EXPOSED TO SUNLIGHT.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 J

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

26 05 33

PHOTOVOLTAIC ARRAY DROP DOWN WITH 3/4" WATER PROOF LB FITTINGS

26 05 33

48 19 16

SYMBOL LEGEND C

ENPHASE ENGAGE INTERCONNECTION CABLE

C CLIENT U.S. DEPARTMENT OF ENERGY

LIQUIDTIGHT 3/4" FLEXIBLE EMT CABLE

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

REFERENCE KEYNOTES 26 05 33 26 24 16 48 19 16

MODULAR SPLIT

A2 PV CONDUIT PLAN 1/4" = 1'-0"

JUNCTION BOX MAIN PANEL BOARD MICRO-INVERTER

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

PV CONDUIT PLAN A

E-106 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:28:05 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1. J

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

SOLAR ARRAY 1

TEAMS SHALL PROVIDE A TEAM METER HOUSING THAT WILL ACCEPT A STANDARD 4-JAW RINGLESS, ROUND UTILITY-GRADE SOCKET METER FOR USE WITH 240/120V SERVICES. THIS METER MUST BE LOCATED BETWEEN 50" AND 65" ABOVE GRADE OR ACCESSIBLEWALKING SURFACE TO QUALIFY FOR MICROGRID INTERCONNECTION APPROVAL. TEAM TO PROVIDE ORGANIZER ACCESSTO THE TEAM PANEL BOARD AND ONE KNOCK -OUT TO ALLOW ORGANIZERS INSTALLATION OFPV MONITORING SENSORS. SWITCHES AND CIRCUIT BREAKERS SHALL BE LOCATED SUCH THAT THEY COMPLY WITH NEC 404.8. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF THE SWITCH OR CIRCUIT BREAKER, WHEN ITS HIGHEST POSITION IS NOT MORE THAN 6FT 7 IN. ABOVE THE FLOOR OR WORKING PLATFORM.

SOLAR ARRAY 2 SOLAR ARRAY 3 SOLAR ARRAY 4 TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SOLAR JUNCTION BOX

SHEET KEYNOTES F7 LIGHTING FIXTURE

DROPPED CEILING

1. CRESTRON ENERGY MONITORING PANEL 2. 3.

EXPANSION TANK LIGHTING JUNCTION BOX

2'-4 5/8"

SOLAR PUMP STATION

BOSCH SOLAR PANEL

ORGANIZER ENCLOSURE- 12" X 8" X24" (LXWXH)- WITH 6" OF CLEAR SPACE AT THE BOTTOM OF ENCLOSURE FOR CONNECTIONS. TEAM SUPPLIED METER HOUSING ORGANIZER ENCLOSURE- 12" X 8" X 24" (LXWH)- WITH 6" OF CLEAR SPACE AT THE BOTTOM OF ENCLOSURE FOR CONNECTIONS. INSTALLATION ROUTE FOR 2/0 COPPER POWER CABLES. ORGANIZER UTILITY CONNECTION- 150A/240V/60HZ, 3 WIRE SERVICE.

LIGHTING CONTROL DEVICES

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

8'-8"

FACILITY GROUND-MOUNTED, POTABLE WATER STORAGE TANKS

WWW.SOLARDECATHLON.GOV

4'-0"

SOLAR SUB PANEL

FCU

SOLAR DISCONNECT

SOLAR ENERGY HEATING EQUIPMENT

SOLAR METER

22 32 00

WATER FILTRATION SYSTEM 22 12 19 DOMESTIC HOT WATER TANK 23 34 00 HVAC FANS 23 56 00 SOLAR PUMP 23 56 00 SOLAR KIT 26 05 33 JUNCTION BOX 26 09 23 LIGHTING CONTROL DEVICES 26 20 00 RECEPTECALE GFCI-WP 26 24 16 MAIN PANEL BOARD 26 31 00 SOLAR COLLECTORS 26 51 13.A7 F7 LIGHTING FIXTURE

1'-9 1/2"

2'-0"

LEVITON SMARTLOCKPRO WEATHER RESISTANT GFCI RECEPTACLE W7599-TRW

3'-2 1/2"

REFERENCE KEYNOTES

EXPANSION TANK

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE 5

A2 ELECTRICAL CLOSET SECTION 1" = 1'-0"

1/2'

E-302 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:28:14 AM

ELECTRICAL CLOSET SECTION

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC

FCU

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

DUCT D

DUCT

2'-4 1/4"

F7 LED LIGHT

DUCT

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

4'-1 7/8"

WWW.SOLARDECATHLON.GOV

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 Mechanical RCP

A 0

1/2'

E-302B 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:28:22 AM

1 1/2" = 1'-0"

MECHANICAL CLOSET RCP

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

ALL WIRES SIZE #12 AWG NM-B ROMEX UNLESS OTHERWISE NOTED. ALL BREAKERS ARE SINGLE POLE 15 AMP UNLESS OTHERWISE NOTED.

METER

AWG #2/0 COPPER 1 1/2" CONDUIT

D F3

F10

S S

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

S S

AFCI 4

SHEET KEYNOTES

S S S

S S

AFCI

MICROWAVE

2 7

8 2

OVEN

10 4

14 2

DSH WSH

WASHER

FRIDGE

DRYER

WTR HTR

SOLAR KIT 3

MONOBLOC

FAN COIL

AFCI 23

CO DETECTOR C

2 27

CLIENT U.S. DEPARTMENT OF ENERGY

2 31

SOLAR DECATHLON 2013

SYMBOL LEGEND

WWW.SOLARDECATHLON.GOV

2 35

15A 2 POLE GFCI

20A 2 POLE GFCI

35A 2 POLE GFCI

40B 2 POLE GFCI

38 2

NEUTRAL GROUND

AWG #10 3/4" CONDUIT

REFERENCE KEYNOTES

AWG #12 B

DIVISION 22 PLUMBING 22.11.23 BOOSTER PUMP 22.14.29 SUMP PUMP WITH HOLDING TANK 22.33.30 HEAT PUMP RETROFIT DOMESTIC WATER HEATER

AWG #10 AWG # 2/0 COPPER

DIVISION 23 HVAC 23.20.00 OUTDOOR HEAT PUMP AND INDOOR HEAT PUMP 23.84.00 BATHROOM FAN

MARK

DIVISION 26 ELECTRICAL 26.05.33 METER SOCKET 26.09.00 OCCUPANCY SENSORS 26.24.16 MAIN PANEL BOARD AND CIRCUIT BREAKERS 26.31.00 PHOTOVOLTAIC COLLECTORS AND PHOTOVOLTAIC ACCESSORIES 26.50.00 LIGHTING FIXTURES DIVISION 27 COMMUNICATIONS 27.22.00 MOTION-SENSING TECHNOLOGY AND CONTROLLERS

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

ONE LINE ELECTRICAL DIAGRAM

E-601 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:28:30 AM

DESCRIPTION

SHEET TITLE

ONE -LINE ELECTRICAL DIAGRAM

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

AFCI

PRODUCED BY AN AUTODESK STUDENT PRODUCT

S S S S AFCI

GARBAGE DISBOSAL

TEAM NAME: TEAM USC

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

END CAP INSTALLED ON FINAL INVERTER CABLE OF BRANCH CIRCUIT

1. PV DESIGN WILL COMPLY WITH LUMOS LSX 250 SERIES MAXIMUM QUANTITY (13) OF MICRO-INVERTERS PER 240W BRANCH UNIT.

ENPHASE M215 (240V) 215W MIRCO -INVERTER

BOSH SOLAR MODULE C-SI M60 NA42117

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

2 POLE 15 AMP CIRCUIT BREAKER PER BRANCH CIRCUIT C

C CLIENT U.S. DEPARTMENT OF ENERGY

12 AWG THWN-2 (ENPHASE ENGAGE AC INTERCONNECT CABLE W/ INTEGRATED CONNECTORS)

10 AWG THHN/ THWN-2 WHITE

SOLAR DECATHLON 2013

L1 BLACK

WWW.SOLARDECATHLON.GOV

L2 RED

REFERENCE KEYNOTES B

ENPHASE ENVOY COMMUNICATION GATEWAY

NEUTRAL

MARK

GROUND

JUNCTION BOX

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

CHECKER

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

THREE-LINE DIAGRAM

THREE-LINE ELECTRICAL DIAGRAM

E-602 2

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 8:28:37 AM

DESCRIPTION

SHEET TITLE

6 AWG THWN-2 GREEN

10 AWG USE-2/ RHW-2

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES

PANEL MAIN LOCATION: MOUNTING: CHK

200 AMP COPPER BUS

MECHANICAL ROOM

A.I.C RATING: 10 kA LOAD:

SURFACE

LOAD (VA) LINE A LINE B

351

LOAD DESCRIPTION

591

3600 3600

3650

11 13

3650 1500

BEDROOM 1 RECEP + LIGHTS

ROMEX NM-B

BATHROOM 1 RECEP, LIGHTS, FAN

ROMEX NM-B

LIVING ROOM RECEP + LIGHTS

ROMEX NM-B

MICROWAVE

ROMEX NM-B

GARBAGE DISPOSAL

ROMEX NM-B

OVEN

ROMEX NM-B

3150 3150

ROMEX NM-B

DISHWASHER

ROMEX NM-B

MONOBLOC UNIT

ROMEX NM-B

1000

ENTERTAINMENT CENTER + UTILITY CLOSET

A B A B A B

LOAD (VA) LINE A LINE B

ROMEX NM-B

BEDROOM 2 RECEP + LIGHTS

ROMEX NM-B

DINNING ROOM RECEP + LIGHTS

ROMEX NM-B

EXTERIOR RECEP + LIGHTS

ROMEX NM-B

WASHER

ROMEX NM-B

DRYER

SOLAR KIT +DWH HOT WATER HEATER 15

300

ROMEX NM-B

408 2300 1400 1400 1700 1700 750

1725 1725 750

KITCHEN RECEP

ROMEX NM-B

SHEET KEYNOTES

40 42

SUB TOTALS TOTAL VA/PHASE LINE AMPS:

SUBTOTALS

8232 21029 175

7483 20662 172

MAIN PANEL SCHEDULE

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

FEEDER CALCULATION

SOLAR SUB PANEL LOCATION: MOUNTING:

220.82(B) A. GENRAL LIGHTING & GENERAL USE RECEPTACLES 900 SQFT @ 3VA/SF=

CHK

2700 VA

B. SMALL APPLIANCE BRANCH CIRCUITS 3 @ 1500 VA/CKT

# 4500 VA

C. FIXED APPLIANCES

MECHANICAL ROOM SURFACE

LOAD (VA) LINE A LINE B

LOAD DESCRIPTION TYPE

PV FEED

1. RANGE

7200 VA

PV FEED

2. DISHWASHER

1300 VA

PV FEED

3. WASHER (>1500VA)

2300 VA

PV FEED

4. DRYER

2800 VA

PV FEED

5. WATER HEATER

3400 VA

PV FEED

6. WATER PUMP

1500 VA

PV FEED

7. OVEN

7300 VA

8. FIXED APPLIANCES TOTAL

25800 VA

9. A) + B) + C)

33000 VA

WIRE THHM 3/4" EMT

CB BUS SIZE P TRP AB A 8 2 20

THHM 3/4" EMT

REFERENCE KEYNOTES B

SUBTOTALS

MARK

D. GENERAL LOAD W/DEMAND FACTOR 1. First 10kVA

10000 VA

2. 40% OF 23000 VA

9200 VA

3. SUM OF 1 & 2

19200 VA

SOLAR SUB PANEL

DATE

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

220.82(C) E. HEATING AND AIR-CONDITIONING 1. 100% OF AIR CONDITIONING

9660 VA

2. 65% OF 9660 VA (HEATING LOAD)

6279 VA

GREATER LOAD

9660 VA

220.82(B) + 220.82 (C) 1. D) + E)

FEEDER AMPERAGE 8/22/2013 8:28:46 AM

SHEET TITLE

A 28860 VA

FEEDER CALC

PANEL BOARD SCHEDULE

120A

E-603 2

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DESCRIPTION

PRODUCED BY AN AUTODESK STUDENT PRODUCT

13179

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

A 12797

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

TEAM NAME: TEAM USC

FAN COIL UNIT

ROMEX NM-B

FAN COIL UNIT

CHK

807

WATER SUPPLY PUMP

ROMEX NM-B

MAIN PANEL BOARD SELECTION SHALL COMPLY WITH NEC 220.82. MAIN PANEL BOARD AND SHALL COMPLY WITH NEC 690.64(B)(2). PERMANENTLY CONNECTED MOTOR- DRIVEN APPLIANCES OF MORE THAN 1/8 HORSEPOWER SHALL COMPLY WITH 422.32.

SOLAR KIT +DWH HOT WATER HEATER

ROMEX NM-B

A B

750

KITCHEN RECEP + LIGHTS, RANGE HOOD

DRYER

PRODUCED BY AN AUTODESK STUDENT PRODUCT

LOAD DESCRIPTION

CB WIRE TYPE TRP P SIZE

150 AMPS 42KVA

MAIN C.B: 174 AMP

MONOBLOC UNIT

BUS AB

REFRIDGERATOR

1500

19 21

CB SIZE P TRP

OVEN

15 17

WIRE TYPE

324

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1.

AV EQUIPMENT IN CABINET PROVIDE VENTILATION AND CABLE MANAGMENT.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

C CR WR ATV BP SP MAC

TV SP

U.S. DEPARTMENT OF ENERGY

SOLAR DECATHLON 2013

PSM

TV - 55"

CABINET RACK

SPEAKERS

BLURAY PLAYER

MAC

MAC MINI

WIFI ROUTER

APPLE TV

ATV

CLIENT

SYMBOLS LEGEND

WWW.SOLARDECATHLON.GOV

SMOKE DETECTOR

REFERENCE KEYNOTES SP

MODULAR SPLIT

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A2 TELECOMMUNICATION WIRING PLAN

T-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:18:34 AM

1/4" = 1'-0"

TELECOM. WIRING PLAN

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

HDMI

RS-232

RS-232 120

CRESTRON

PANASONIC DM-RMC-100-C PT-AR100 U

CP3 IR2

HDMI 1

HDMI

HDMI 2

DM1

HDMI 3

DM2

HDMI 4

DM3

MOUNT USING CHIEF RSMA 181 CMSO18024 CMA 385

HDMI

LAN 120

TEAM NAME: TEAM USC

SONY

CP3 COM1

HDMI 1

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

HDMI 5 120

BDP-S5100 D

HDMI 6

APPLE B/T KEYBOARD B/T MOUSE

MOUNT USING CHIEF TS325TU

BLUETOOTH HDMI

TC-P55GT50

LAN LAN 120

8 120

APPLE

TANNOY

MAC MINI

AREA HL 300 CRESTRON

HDMI

HDMI C

DM-MD6X4

CLIENT

TANNOY HDMI

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

AREA HL 300

WWW.SOLARDECATHLON.GOV

120

CP3 COM1

RS-232

APPLE

FRONT L FRONT R CENTER SURROUND L SURROUND R

TANNOY

APPLE TV AREA HL 300

KINECT

AUX

120

HDMI

LAN

PRE SWI

TANNOY CVS 4

D+M PRO

120

SR5006P TANNOY MOUNT USING CHIEF TA350

MICROSOFT XBOX W/L CONTROLLER

MARK

CVS 4

DATE

DESCRIPTION

LINE

X-BOX 360 E

TANNOY TS 2.10

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

EQUIPMENT RACK

A/V A

A1 A/V

T-103

12" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:18:41 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PANASONIC

PRODUCED BY AN AUTODESK STUDENT PRODUCT

MASTER BEDROOM E

CNET CNET

CNET CNET CNET CNET CNET CNET CNET CNET CNET CENT CNET

CRESTRON CNX-B4-W-T (2)

CNET

KIDS ROOM

1 2 3 4

CNET CNET

L I G H T S

CNET

RELAY

CRESTRON

USB IR

1 DIM4

CRESTRON

CNET

CRESTRON

CNET CNET

1 2 8

PANASONIC TG-P55GT50 SONY BDPS5100

DIN-BLOCK

CNET

L I G H T S

TEAM NAME: TEAM USC

DITMPRO SR5006P

COM

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

CRESTRON CP3

CNET CNET

CRESTRON A LIVING ROOM

CHV-THSTAT

DO NOT CONNECT 124V

120

CRESTRON

CNET

DIN-8SW8 DIN-PW550 1 2 3 4 5 6 7 8

CHV-THSTAT

BATHROOM

CNET

DM-MD6X4 SONY BDPS5100 MAC MINI XBOX

1 SHADE CONTROL

CRESTRON

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

LAV/POE

CRESTRON

8 LAN/POE CSRV-8

CVX-B4-W-T

WEST DECK

CNET

CRESTRON

CRESTRON B

APPLE TV ))) APPLE IPOD)))

CEN-CI3-1

WIFI B

CVX-B4-W-T NETWORK SWITCH/ROUTER KITCHEN

CNET

MARK

CRESTRON CVX-B4-W-T

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

MECH. ROOM

EQUIPMENT RACK

8/20/2013

SHEET TITLE

KEY PADS

CONTROL

A1 Drafting 2 12" = 1'-0"

T-104 2

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:18:48 AM

DESCRIPTION

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1 2 3 4 5 6 7 8

CVX-B4-W-T

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PROJECTION SC DV PROJECTION SC ST

1 3 24V

SOUTH DECK

PROJECTION SC UP

LAN

CVX-B4-W-T (2)

1 2 3 8

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

98"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

MOUNT USING CHIEF RSMA181 CMS018024 CMA385A

THROW DISTANCE D

24" BLACK DEEP"

PANASONIC PT-AR100V

17' MAX

45"

92""

80"

14.375" C

C CLIENT U.S. DEPARTMENT OF ENERGY

NETWORK/ROUTER

CRESTRON CP3

CRESTRON

DM-MD 6X4

SONY BDP-S5100

VENT

MAC MINI ATV

VENT

8 7

MICROSOFT XBOX 360

6 5

D+M PRO SR5006 R

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

31"

19.25" CLEAR DEPTH

4 3 2 1

PWS50

23.5"

BLOCK

1 DIM4

8SW8

MARK

DATE

DESCRIPTION

MA RLINK-SW620R MA RLINK-SW620R MIDDLE ATLANTIC SRSR-4-16

CRESTRON DIN-EN-3X18

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

DETAILS A

T-105 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 9:18:53 AM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

9' MIN

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2.

CRANING OPERATION SUBJECT TO CHANGE. AWAITING FURTHER INFORMATION FROM CONSULTANTS. TEAM CONSTRUCTION AREA AS PER INFORMATION ON HANDOUT RECEIVED AT DESIGN DEVELOPMENT WORKSHOP.

30'-0"

20'-0"

TEAM NAME: TEAM USC 1

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

20'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

SHEET KEYNOTES

VUT

5'-0"

MST

C CLIENT

DECATHLETE WAY

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

UNCC

MIDD

REFERENCE KEYNOTES

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

A1 OPERATION SITE EQUIPMENT & TRUCK ROUTE

16'

32'

O-101 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:24:17 PM

1/16" = 1'-0"

OPERATIONAL SITE EQUIP. & TRUCK ROUTE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

VERSALIFT FORKLIFT

100/140

CUSTOM MOBILE

23’

8’

140,000 POUND LIFTING CAPACITY

11’-6”

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

12'-7 1/4"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

OPERATION SCHEDULE

FORKLIFTING ELEVATION

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

ACTIVE LOADING TRANSPORTATI ON ROAD

CONSTRUCTI ON AREA

30'-0"

WWW.SOLARDECATHLON.GOV ACTIVE LOADING TRANSPORTATI ON ROAD

CONSTRUCTION AREA

ACTIVE LOADING TRANSPORTATI ON ROAD

CONSTRUCTI ON AREA

12'-0".

10'-0".

MARK

34'-0".

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

ASSEMBLY SEQUENCE A

FIRST FORKLIFT

SECOND FORKLIFT

THIRD FORKLIFT

O-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:24:29 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

GENERAL SHEET NOTES 1. 2.

3. E

4. 5. 6. 7.

NORTH RAMP EXIT

8. 1

9. 2

WATER DELIVERY TO BE RECEIVED THROUGH ACCESS HATCH ON SOUTHEAST DECK; 1470 GALLONS REQUESTED. ACCESS HATCHES TO SUPPLY AND REMOVAL VALVES TO BE MINIMUM OF 12" X 12" SQUARE, WITH AT LEAST 8 FEET OF CLEARANCE ABOVE WHEN HATCH IS OPEN. POTABLE WATER TANKS HAVE TOTAL CAPACITY OF 1470 GALLONS. GRAY WATER TANKS HAVE TOTAL CAPACITY OF 508 GALLONS. BLACK WATER TANKS HAVE TOTAL CAPACITY OF 97 GALLONS. RAIN WATER TANKS HAVE TOTAL CAPACITY OF 100 GALLONS. REMAINING WATER IN POTABLE TANKS TO BE PUMPED TO GRAY WATER TANKS FOR REMOVAL DAY. WATER REMOVAL VALVE LOCATED ON SOUTHWEST FACADE, ESTIMATED QUANTITY TO BE REMOVED: APPROXIMATELY 1500 GALLONS. SERIES OF TANKS, LINKED TOGETHER, WILL HAVE A MIN. 4" PIPE INTERCONNECTING THEM AND A MIN. 4" FILL PIPE.

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 3

SHEET KEYNOTES

6 W/D

DHW

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV 7

REFERENCE KEYNOTES

SYMBOL LEGEND

WATER SUPPLY STORAGE

GRAY WATER STORAGE

MARK

DATE

DESCRIPTION

RAIN WATER STORAGE

BLACK WATER STORAGE

SOUTH RAMP ENTRANCE TT

THERMAL TANK

DHW

DOMESTIC HOT WATER TANK

W/D

WASHER/DRYER

DISHWASHER

A1 WATER DELIVERY & REMOVAL 8/22/2013 12:24:52 PM

1/4" = 1'-0"

LOT NUMBER:

USC_11

DRAWN BY:

CHECKED BY:

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

7/16/13

SHEET TITLE

WATER DELIVERY & REMOVAL

O-111 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

130 GALLON GRAY WATER TANK 52 GALLON GRAY WATER TANK 53 GALLON GRAY WATER TANK 53 GALLON PORCH DRAINAGE WATER TANK 90 GALLON GRAY WATER TANK 500 GALLON SUPPLY WATER TANK 4" WATER SUPPLY PIPE 25 GALLON RAIN WATER OVERFLOW TANK 50 GALLON RAIN WATER TANK 97 GALLON BLACK WATER TANK 4" RAIN WATER DRAINAGE PIPE 4" RAIN WATER OVERFLOW DRAINAGE PIPE 4" GRAY WATER DRAINAGE PIPE 4" PORCH WATER DRAINAGE PIPE 4" BLACK WATER DRAINAGE PIPE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

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

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

3/4" CEASARSTONE COUNTERTOP 72" 30"

29"

E 5 7/8" 24 1/8"

30"

35 3/4"

30 1/4"

11 15/16"

13"

6 5/16"

3/4"

3/4" REVEAL

TEAM NAME: TEAM USC 12"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 ISLAND ELEVATION

D5 ISLAND TOP VIEW

1 1/2" = 1'-0"

13"

30"

29"

1/2" BACK 3/4"

72" 29"

35 3/4"

C CLIENT

28 3/4"

16 7/8"

30"

30 1/4"

5 3/8"

13 3/8" 11 15/16"

30 1/4"

30"

1/2"

6 5/16"

13"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

2 1/4"

3/4"

12"

WWW.SOLARDECATHLON.GOV

B1 ISLAND CARCASS

3/4" DOOR

1 1/2" = 1'-0"

3/4" CEASARSTONE COUNTERTOP

1 1/2" = 1'-0"

3/4"

35 3/4"

30 1/4"

MARK

DATE

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

12"

DESCRIPTION

LOT NUMBER:

16 7/8"

35 3/4"

28 1/4"

30 1/4"

11 15/16"

13 3/8"

TRACK FOR DRAWERS

3/4"

6 5/16"

B5 ISLAND PLAN

3/4" REVEAL 3/4"

3/4" CEASARSTONE COUNTERTOP

8/20/2013

Z-101

A1 ISLAND SECTION 1 1/2" = 1'-0"

KITCHEN ISLAND CABINET

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:25:50 PM

SHEET TITLE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

14 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

A6 A-219 120" 87 1/8"

LED LIGHTING

6 3/8"

3 3/4" 2 7/8"

1 3/4"

27 3/4"

LED LIGHTING 4 1/4"

4" 10 1/4"

10 1/4"

85"

CEASARSTONE COUNTERTOP

CEASARSTONE BACKSPLASH

CLIENT

CEASARSTONE COUNTERTOP

3/4" REVEAL

WWW.SOLARDECATHLON.GOV 3/4"

6 5/16"

3/4"

3/4" 3/4"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

3/4" REVEAL

C 85"

4 1/4"

21 1/2"

4 1/4"

11 1/4"

21 1/2"

4 1/4"

16 1/4"

85"

CEASARSTONE BACKSPLASH

15 7/8"

1 3/4"

3/4" 7 9/16"

1/2" BACK TYP.

24 1/4"

9 1/4"

1 3/4"

7 3/8"

DOOR 8 13/16"

3 3/4" 2 7/8"

6 3/8" 8 13/16"

3 3/4"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

1 3/8"

9 1/16"

27 3/4"

3 3/4"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

3 15/16"

4" CUT

CUT 2 1/2"

30 13/16"

15 13/16"

15 1/16" 30 13/16"

HD RS544.10C.1 REV-A-SHELF UNDERSINK CHROME BASKET

A1 KITCHEN CABINET W/O DOORS

4" CUT

3/4"

22"

3" 25"

5 1/2"

REV-A-SHELF RV15KD-18CS DOUBLE 27 QT. PULL OUT WASTE CONTAINER

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

KITCHEN CABINET

A6 KITCHEN CABINET SECTION

1 1/2" = 1'-0"

Z-102 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:25:55 PM

MARK

1 3/4"

1 1/2" 25 1/2"

4 1/4"

2 1/2" CUT

4 1/4"

12"

7" 4" CUT

B 11 1/2"

35 3/4"

30 1/4"

35"

6 7/16"

29 1/2"

11 15/16"

DOOR

PRODUCED BY AN AUTODESK STUDENT PRODUCT

32 MM ADJUSTABLE SHELVES

TEAM NAME: TEAM USC

1 3/4"

1'-1"

32 7/8"

3/4"

30 13/16"

1 3/4"

30 13/16"

1 3/4"

25 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

120" E

87 1/8" 30 13/16"

30 13/16"

32 7/8"

25"

13"

25 1/2"

12 13/16"

15 7/16"

15 7/16" TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

31 3/8"

D1 KITCHEN WALL CABINET PLAN

87 1/8"

4 7/8"

25 3/8" 12 13/16"

15 7/16"

ø 4"

30 15/16"

16"

44 5/16"

32 7/8"

16 9/16"

46 3/16" 2 1/2"

40 15/16"

16 9/16"

120"

C 27 3/4"

CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

23"

31 3/8"

C1 KITCHEN CABINET TOP VIEW 85"

6 1/4"

COUNTERTOP

8 1/4"

120"

85"

21 1/2"

1" = 1'-0"

6 5/16"

87 1/8" 32 7/8"

35 3/4"

11 15/16"

30 13/16"

35 3/4"

30 13/16"

57 1/4"

3/4" REVEAL 25 1/2"

MARK

24"

15 7/16"

HD RS544.10C.1 REV-A-SHELF UNDERSINK CHROME BASKET

15 7/16"

25 1/2"

31 3/8"

15 7/16"

DRAWER

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

REV-A-SHELF RV-15KD-18CS DOUBLE 27 QT. PULL OUT WASTE CONTAINER

KITCHEN CABINET

A1 KITCHEN CABINET PLAN

A4 SOUTH CABINET ELEVATION

1" = 1'-0"

1/2'

Z-103 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:02 PM

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

120"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

64 1/2" 4" 4 3/4" CUT OUT

3 11/16"

47 1/16"

2 1/2" CUT OUT

3 11/16"

4" CUT OUT

2 1/2" CUT OUT

4 3/4" E

E1 ENLARGED LAVATORY BACKSPLASH 1 1/2" = 1'-0"

1' TEAM NAME: TEAM USC

65 3/8"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 1 5/8" 1'-11 5/8"

D 2 1/2"

11 3/16"

48"

54"

15 13/16"

3 1/4"

C CLIENT U.S. DEPARTMENT OF ENERGY

64 1/2"

24 3/8" 14"

4 3/16"

4 3/4"

3/4"

FRENCH CLEAT CONNECTION

15"

7 5/8"

3/4"

1-1/4" DIA.

4 3/4"

3/4" 3 3/4"

7" DIA.

6 3/16"

WWW.SOLARDECATHLON.GOV 93"

92 15/16"

SOLAR DECATHLON 2013

34"

39"

15 13/16"

MARK

24 5/8"

23 1/8"

17 1/2"

1 1/4" 3 1/4"

17 1/2"

24 3/8"

11 3/16" 23 7/8"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

LAVATORY CABINET A

A1 ENLARGED LAVATORY - PLAN 1 1/2" = 1'-0"

A3 ENLARGED LAVATORY SECTION 1 1/2" = 1'-0"

A5 ENLARGED LAVATORY ELEVATION 1 1/2" = 1'-0"

Z-104 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:11 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

24 3/8"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 2

23 3/4"

3/4"

3/4" MDF

80"

BLUM SHELF SLIDER MODEL #563F533OB

74"

23 3/8"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

D4 BED W/ DRAWERS - ISOMETRIC

24"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

3/4"

1/2" = 1'-0"

23 3/4"

29 1/4"

3/4"

1 7/8"

29 1/4"

59 1/4"

1 7/8"

63"

C1 BED TOP FRAME - TOP

C4 BED W/O DRAWERS - ISOMETRIC

1" = 1'-0"

CLIENT

1/2" = 1'-0"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

WWW.SOLARDECATHLON.GOV

63" 29 1/4"

3/4"

4 1/2"

73"

69"

22 7/16"

24"

3/4"

3/4" MDF

8 1/4"

BLUM SHELF SLIDER MODEL #563F5330B

9 1/2"

21 3/4"

29 1/4"

B4 BED - SECTION A 3/4"

1" = 1'-0"

21 3/4"

MARK

80" 74"

55 1/4"

59 1/4"

A1 BED BASE FRAME - TOP

70"

1" = 1'-0"

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

SHEET TITLE

A4 BED - SECTION B

1" = 1'-0"

USC_11

BEDROOM #2 BED

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:18 PM

26 1/2"

9 1/2"

3/4"

DESCRIPTION

LOT NUMBER:

ISSUE DATE:

BLUM SHELF SLIDER MODEL #563F5330B

26 1/2"

11 1/4"

3/4"

DATE

1/2'

Z-105

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

FRENCH CLEAT CONNECTION 24"

24"

3/4" MDF C

C CLIENT

15"

1/2" MDF

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

B1 BED SIDE CABINETS - TOP 1 1/2" = 1'-0"

24"

12 3/4"

8 1/4"

4 3/8"

8 1/4"

3 7/8"

12 3/4"

MARK

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 BED SIDE CABINETS - FRONT

A5 BED SIDE CABINET - ISOMETRIC

1 1/2" = 1'-0"

Z-106 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:24 PM

BEDROOM # 2 BED SIDE CABINETS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

HAFELE WARDROBE TUBE MODEL # 801.42.200

1/2" MDF BACK NOTE: ALL HOLES IN CLOSET 5MM, 1 1/4" O.C.

E 24"

18 1/2"

3/4" MDF DOOR

18 1/2"

37"

18 1/2" 37"

111" TEAM NAME: TEAM USC

D1 CLOSET 1 CARCASS - TOP

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 111" D

D 37"

20"

37"

C1 CLOSET 1 BASE - TOP

C4 CLOSET 1 - ISOMETRIC

1" = 1'-0"

C6 CLOSET 1 CARCASS - ISOMETRIC

1/2" = 1'-0"

111" C

C CLIENT 37"

U.S. DEPARTMENT OF ENERGY 4 3/16"

3/4 MDF DOOR

10" 41 1/2" 10" 4"

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

BEDROOM #1 CLOSET

3/4" MDF BASE

USC_11

SHEET TITLE

A6 BEDROOM 1 UNIT B - SECTION 1" = 1'-0"

DESCRIPTION

LOT NUMBER:

ISSUE DATE:

10"

10 1/2"

12 1/16"

10 1/4"

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DATE

A4 BEDROOM 1 UNIT A - SECTION

1" = 1'-0"

MARK

1/2" MDF BACK

3/4" MDF BASE

4 3/4"

9 7/16" 4"

10"

11"

9 7/16"

A1 CLOSET 1 CARCASS + SHELVES - FRONT

TANDEM PLUS BLUMOTION MODEL # 563.4570B

SHELF SLIDER MODEL # 563F5330B

10 1/4"

8/22/2013 12:26:32 PM

WWW.SOLARDECATHLON.GOV

10"

30 1/16"

DIVIDER FOR SHOES

SOLAR DECATHLON 2013

36 3/4"

29 5/8" 79"

85"

3/4" ADJUSTABLE SHELF

10 1/4"

4 3/16"

3/4"

10"

2 1/4" CUT 4" CUT

21 7/8"

3/4" ADJUSTABLE SHELF 1/2" MDF BACK

31 1/16"

10"

31 1/16"

3/4" ADJUSTABLE SHELF

3 9/16"

2 3/4"

3 9/16"

2 3/4"

HAFELE WARDROBE TUBE MODEL #: 801.42.200

10"

85"

4 3/16"

HAFELE WARDROBE TUBE SUPPORT MODEL #: 803.56.200

67 1/4"

HAFELE WARDROBE TUBE MODEL # 801.42.200

15 3/16"

66 3/16"

3 3/4" CUTOUT

3/4 MDF DOOR

30"

36 3/4"

3 3/4" CUTOUT

3 9/16"

4 3/16"

85"

37"

1 3/4"

37"

1/2'

Z-107

PRODUCED BY AN AUTODESK STUDENT PRODUCT

37"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

111" C

37"

111"

37"

CLIENT

2 3/4"

3 9/16"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

40 1/4"

85"

10" 10 3/4"

14 1/4"

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

SHEET TITLE 4"

BEDROOM # 1 CLOSET

A1 CLOSET 1 CARCASS + SHELVES W/OUT DOORS - FRONT

A4 CLOSET 1 W/ DOORS - FRONT

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:37 PM

DATE

ISSUE DATE:

6 1/4"

10 1/4"

10"

3/4" ADJUSTABLE SHELF

10"

6 1/4"

MARK

10"

31 1/16"

10" 10"

31 1/16"

3/4" ADJUSTABLE SHELF

10"

85"

81"

67 1/4"

30"

36 3/4"

HAFELE WARDROBE TUBE MODEL # 801.42.200

1/2'

Z-108

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1/2" MDF BACK

HAFELE WARDROBE TUBE MODEL #: 801.42.200

E 24"

3/4" MDF DOOR

18 1/2"

37"

18 1/2"

37"

111" TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

D1 CLOSET 2 CARCASS - TOP 1" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

111" 37"

37"

20"

C1 CLOSET 2 BASE - TOP

D4 CLOSET 2 - ISOMETRIC

1" = 1'-0"

D6 CLOSET 2 CARCASS - ISOMETRIC

1/2" = 1'-0"

111"

HAFELE WARDROBE TUBE MODEL #: 801.42.200 HAFELE WARDROBE TUBE SUPPORT MODEL #: 803.56.200

35 3/16"

4 3/16"

3/4 MDF DOOR

CLIENT

4 3/16"

NOTE: ALL ADJUSTABLE SHELVES GROOVES 5MM DIA, 1 1/4" O.C.

4 3/16"

31 1/2"

33 11/16"

3 5/16"

2" CUTOUT 3 3/4"

3 15/16"

3/4 MDF DOOR 3 3/4" CUTOUT

HAFELE WARDROBE TUBE MODEL #: 801.42.200

4 3/16"

2 3/4"

NOTE: ADD CUT OUT FOR OUTLET. SEE REVISION CLOUD.

37" 1 3/4"

37"

10"

85"

TANDEM PLUS BLUMOTION MODEL # 563.4570B

Date 1

10"

MARK

10"

SHELF SLIDER MODEL # 563F5330B

1/2" MDF BACK

Revision 1

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

10"

10 1/4"

10"

WWW.SOLARDECATHLON.GOV

3/4" ADJUSTABLE SHELF

ISSUE DATE:

3/4" MDF BASE

8/20/2013

SHEET TITLE

3/4"

3/4" MDF BASE

BEDROOM #2 CLOSET

A1 CLOSET 2 CARCASS + SHELVES - FRONT

A4 BEDROOM 2 UNIT A - SECTION

1" = 1'-0"

A6 BEDROOM 2 UNIT B - SECTION 1" = 1'-0"

1/2'

Z-109 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:43 PM

SOLAR DECATHLON 2013

41 1/2"

10 1/4"

DIVIDER FOR SHOES

10 1/4"

43 1/16"

41 1/2" 10"

9 7/16" 9 7/16"

1/2" MDF BACK

10 3/4"

79"

10"

9 7/16"

10"

9 7/16"

72 1/4"

85"

3/4" ADJUSTABLE SHELF

U.S. DEPARTMENT OF ENERGY

36 3/4"

37"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

111" 37"

37"

3 15/16"

37"

111"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

33 11/16"

31 1/2"

40 1/4"

1 5/16" ADJUSTABLE HANGER ROD

85"

5 7/16"

10"

72 1/4"

85"

3/4" ADJUSTABLE SHELF

10"

40 3/4"

41 1/2"

5 7/16"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

5 7/16"

10 3/4"

5 7/16"

10"

MARK

ISSUE DATE:

8/20/2013

SHEET TITLE

BEDROOM #2 CLOSET A

A1 CLOSET 2 CARCASS + SHELVES W/OUT DOORS - FRONT

A4 CLOSET 2 W/ DOORS - FRONT 1" = 1'-0"

1/2'

Z-110 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:26:48 PM

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1/2" BACKING

3/4" BACKING FOR SPEAKER MOUNT E

15 3/4"

3/4"

14 1/4"

9 3/4"

3/4"

20 11/16"

28 3/4" 41 5/16"

20 11/16"

57 9/16"

TEAM NAME: TEAM USC

41 5/16"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

140 3/16"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 ENTERTAINMENT CAB. TOP COMPARTMENT PLAN

NOTE: BUTT JOINT MITTER AT KICK PLATE

D5 CENTER ENTERTAINMENT UNIT 1/2" = 1'-0"

D6 RIGHT ENTERTAINMENT UNIT 1/2" = 1'-0"

15 3/4"

3/4"

C CLIENT

3/4"

14 1/4"

9 3/4"

3/4"

3/4" BACKING FOR SPEAKER MOUNT

20 11/16"

28 3/4"

U.S. DEPARTMENT OF ENERGY

20 11/16"

SOLAR DECATHLON 2013 41 5/16"

57 9/16"

41 5/16"

WWW.SOLARDECATHLON.GOV

140 3/16"

C1 ENTERTAINMENT CAB. SPEAKERS COMPARTMENT PLAN 1" = 1'-0"

NOTE: BUTT JOINT MITTER AT KICK PLATE B

1/2" BACKING 3 1/8" D. CUTOUT

3/4"

C6 LEFT ENTERTAINMENT UNIT

2 7/16"

3 5/16"

3/4" BACKING TO REINFORCE FOR TV MOUNT MARK

DATE

DESCRIPTION

15 3/4"

14 1/4"

1/2" = 1'-0"

3/4"

55" FLAT SCREEN LED

20 11/16"

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

20 11/16" ISSUE DATE: 41 5/16"

57 9/16"

8/20/2013

41 5/16" SHEET TITLE

140 3/16"

A1 ENTERTAINMENT CAB. TV COMPARTMENT PLAN

ENTERTAINMENT CABINET

Z-111 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:27:27 PM

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1" = 1'-0"

1/2" BACKING

NOTE: BUTT JOINT MITTER AT KICK PLATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1/2" BACKING

KICK PLATE BELOW

23 3/4"

24 1/2"

19"

23 1/4"

19"

1/2"

NOTE:CUTOUT BOTTOM OF CABINET BELOW RACK AND ABOVE KICK PLATE FOR VENTILATION.

TEAM NAME: TEAM USC

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 3/4"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

2 3/4" D

15 15/16" CUTOUT

2" 2"

15 15/16" CUTOUT

2 3/4"

39 13/16"

15 15/16" 2 3/4" CUTOUT 19 3/16"

19 3/16"

41 5/16"

3/4" 57 9/16"

20 11/16"

140 3/16"

D1 ENT. CAB. CRESTRON EQUIP. COMPARTMENT PLAN 1" = 1'-0"

SOLAR DECATHLON 2013 15 1/4"

3/4" 11 3/4" 3/4" 2"

U.S. DEPARTMENT OF ENERGY

WWW.SOLARDECATHLON.GOV

8 1/4"

2'-0 1/4"

1'-3 1/4"

CLIENT

3/4"

C SPEAKER

25 11/16"

85"

37 1/2"

R SPEAKER

24"

19 3/4"

L SPEAKER

CRESTRON EQUP.

2 1/2" CUT 4 1/4" CUT

23 3/16"

DATE

DESCRIPTION

3/4"

MARK

9 3/8"

4 1/4" CUT

17 3/4"

18 7/16"

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

3/4"

LOT NUMBER:

ISSUE DATE:

9 7/16"

6 1/4"

8 3/4"

4 1/4" CUT

8 3/4"

23 3/16"

23 1/4"

13 5/8"

4 1/2" 4 1/4" CUT

4 1/4" CUT 4 1/2" 4 1/4" CUT 8 3/4"

18 1/4"

27 7/16"

2 1/2" CUT

22 1/2"

SHEET TITLE

A1 ENTERTAINMENT CABINET CARCASS

8/20/2013

ENTERTAINMENT CABINET

Z-112 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:27:31 PM

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

20 11/16"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

NOTE: USE CLIPTOP BLUMOTION HINGES FOR ALL DOORS. C

C CLIENT 20 11/16"

19 3/16"

20 11/16"

U.S. DEPARTMENT OF ENERGY

20 11/16"

LED LIGHTING

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

11 3/4"

3/4" 4 1/2"

23 1/2"

2 3/4"

20 11/16"

BACKING TO MOUNT SPEAKER

SENSOR

55" FLAT SCREEN LED TV

85"

38 1/4"

MARK

2" CUTOUT

A1 ENTERTAINMENT CAB. ELEVATION

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

ENTERTAINMENT CABINET

Z-113

1" = 1'-0"

USC_11

SHEET TITLE

19"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

DESCRIPTION

LOT NUMBER:

ISSUE DATE:

A4 ENTERTAINMENT CAB. SECTIONS

1" = 1'-0"

SUBWOOFER

NOTE: HOLES TO BE CUT AT 3 1/8" DIAMETER

8/22/2013 12:28:17 PM

23 1/4"

CRESTRON EQUIPMENT

19 1/4"

3 5/16"

3 3/8"

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 2

1/2"

13 7/8"

27 3/4"

27 3/4" 55 1/2"

12"

3/4"

11"

3/4 MDF DOOR

55 1/2" 111" TEAM NAME: TEAM USC

D1 OVERHEAD CABINET CARCASS - TOP VIEW

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1 1/2" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D 111" 55 1/2" 27 3/8"

3 3/4" 3 3/4" CUTOUT

27 3/8"

3 3/4" CUTOUT

23"

C CLIENT

D5 OVERHEAD CABINET - ISOMETRIC

U.S. DEPARTMENT OF ENERGY

1" = 1'-0"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

C1 OVERHEAD CABINET CARCASS -FRONT VIEW 1 1/2" = 1'-0"

111" 55 1/2"

55 1/2"

27 3/4"

13 7/8"

12"

13 7/8"

3/4"

11"

2X4 STUD

3/4"

10" 21 1/2"

23"

3/4" MDF DOOR

1/2" FRENCH CLEAT CONNECTION

MARK

32 MM ADJUSTABLE SHELVE HOLES 5MM

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

3/4"

1/2" GWB 1/2" MDF BACK

DATE

ISSUE DATE:

DESCRIPTION

8/20/2013

SHEET TITLE

BEDROOM CABINET A

A1 OVERHEAD CABINET FRONT VIEW WITH DOORS

A5 OVERHEAD CABINET - SECTION MOUNTING 1 1/2" = 1'-0"

Z-114 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:22 PM

1 1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

55 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

2X4 WOOD STUD E

SOSS HINGE INVISIBLE #100

3 1/2"

WINDOW JAMB

3/4"

15"

3/4"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

30"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 BIFOLD WINDOW SHADE - HORIZ. SECTION 1 1/2" = 1'-0"

D4 RABBET JOINT 12" = 1'-0"

L-METAL #10 WOOD SCREW 2"

3/4" MDF

31 1/2" 3/4"

RABBET JOINT

2 3/4"

3/4"

15"

3/4"

SOSS HINGE INVISIBLE #100

D6 WINDOW SHADE CONNECTION DETAIL

CLIENT

12" = 1'-0"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

30 3/4"

WWW.SOLARDECATHLON.GOV

65 1/2"

66 1/4"

67 3/4"

BIFOLD DOOR

DATE

DESCRIPTION

29 1/4"

MARK

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

3/4"

2 3/4"

SHEET TITLE

A1 BIFOLD WINDOW SHADE - FRONT VIEW 1 1/2" = 1'-0"

A3 BIFOLD WINDOW SHADE - SECTION

A5 BIFOLD WINDOW SHADE - ISOMETRIC

1 1/2" = 1'-0"

1" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:28 PM

8/20/2013

BIFOLD WINDOW SHADE

Z-115 7

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1/2" GWB

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

SOSS HINGE INVISIBLE #100

WINDOW JAMB

3 1/2"

3/4"

15"

3/4"

30" TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 BIFOLD WINDOW SHADE 2 - HORIZ. SECTION

31 1/2" 15"

3/4"

RABBET JOINT

2 3/4"

3/4"

WINDOW HEAD SOSS HINGE INVISIBLE #100

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

39 3/4"

BIFOLD DOOR

65 1/2"

66 1/4"

67 3/4"

43 1/2"

WWW.SOLARDECATHLON.GOV

18 1/4"

A3 BIFOLD WINDOW SHADE 2 - SECTION 1 1/2" = 1'-0"

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

BIFOLD WINDOW SHADE 2

A5 BIFOLD WINDOW SHADE 2 - ISOMETRIC 1" = 1'-0"

Z-116 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:33 PM

1 1/2" = 1'-0"

DESCRIPTION

SHEET TITLE

A1 BIFOLD WINDOW SHADE 2 - FRONT VIEW

DATE

ISSUE DATE:

3/4"

2 3/4"

22"

MARK

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1 1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

C1 A-212B

C1 A-212B 72"

E 13"

30"

1/8" SQUARE EDGE

29"

3/4" REVEAL DOOR

A1 A-212B 30"

TEAM NAME: TEAM USC 24 1/8"

D5 COUNTERTOP EDGE DETAIL

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

3" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

D1 ENLARGED ISLAND COUNTERTOP PLAN 1 1/2" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV 30"

5 7/8"

SECTION A

SECTION B

C1 ENLARGED ISLAND SECTIONS 1 1/2" = 1'-0"

MARK

72" 13"

30"

29"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 ENLARGED ISLAND SECTION C

A5 ISLAND AXONOMETRIC 1 1/2" = 1'-0"

Z-201 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:38 PM

1 1/2" = 1'-0"

ENLARGED ISLAND COUNTERTOP

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

23 1/4"

87 1/8" 23"

34 11/16" 3/4"

29 7/16"

1 3/4" 1 1/2"

1 5/8"

16"

4 1/8"

4 7/8" TEAM NAME: TEAM USC

D1 ENLARGED SECTION B

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

D5 ENLARGED SECTION A

1 1/2" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

15 7/8"

16 1/4"

11 1/4"

4" CUT OUT

4" CUT OUT 6 1/4"

4" CUT OUT

4 1/4" CUT OUT

6 1/4"

4 1/4" CUT OUT 4" CUT OUT

4 1/4" CUT OUT

6 1/4"

23 1/4" BACKSPLASH

7 3/8"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013

WWW.SOLARDECATHLON.GOV

C1 ENLARGED KITCHEN BACKSPLASH A-212

D3 1 1/2" = 1'-0"

D5 A-212C

87 1/8" 46 3/16"

ø 1 1/2"

29 7/16"

MARK

23"

16" CUT OUT

D1 A-212C

2 1/2"

40 15/16"

34 11/16"

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

4 1/8"

ISSUE DATE:

SINK'S FLANGE

A1 ENLARGED KITCHEN COUNTERTOP

A5 COUNTERTOP AND BACKSPLASH AXONOMETRIC

1 1/2" = 1'-0"

ENLARGED KITCHEN COUNTERTOP

1 1/2" = 1'-0"

Z-202

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:43 PM

8/20/2013

SHEET TITLE

23" CUT OUT

DESCRIPTION

PRODUCED BY AN AUTODESK STUDENT PRODUCT

87 1/8"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

24 3/8" 1 1/4" 2 5/8"

2 5/16" 14"

4 3/16"

3/4"

64 1/2" 14"

18 7/8"

14"

9 1/16"

3/4"

8 9/16"

D1 ENLARGED LAVATORY - SECTION A

D4 ENLARGED LAVATORY - SECTION B

1 1/2" = 1'-0"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

1 1/2" = 1'-0"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

64 1/2" 8 3/4"

3 11/16"

2 1/2" CUT OUT

47 1/16"

2 1/2" CUT OUT

3 11/16"

8 3/4"

C CLIENT

4" CUT OUT

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

C1 ENLARGED LAVATORY BACKSPLASH - ELEVATION 1 1/2" = 1'-0"

D4 A-212D 64 1/2" 15 13/16"

15 13/16"

3 1/4"

B 1 1/4" CUT OUT

24 3/8"

MARK

11 3/16"

D1 A-212D

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 ENLARGED LAVATORY COUNTERTOP - TOP

C4 COUNTERTOP AND BACKSPLASH - ISOMETRIC

1 1/2" = 1'-0"

Z-203 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:49 PM

LAVATORY COUNTERTOP

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

3 1/8"

4'-8"

4'-10 1/4"

NORTH PORCH (4) 2x10

EAST PORCH 1'-0"

(4) 2x10 (6) 2x8

QUANTITY TAKEOFF TYPE

INSIDE

2x10

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

15%

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

7'-9 3/8"

2x8

4'-8"

4'-10

1/4"

8'-1"

INSIDE 6'-4 1/2" 1'-7 1/2"

1'-4"

1'-4" C

9'-9" 1'-4"

CLIENT

OUTSIDE

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

2 7/8"

2 9/16"

3 5/16"

3 1/2"

9'-10

1'-4"

1/2"

2'-4"

SOUTH PORCH (2) 2x10 (1) 2x8

9'-7 1/2"

2 3/4"

1'-4"

2 9/16"

1'-4"

2 7/16"

INSIDE

B 1'-4"

9'-10" 1'-4"

1'-4"

DATE

DESCRIPTION

1'-4" 2"

1'-4"

2'-4"

2'81

/4"

5 1/2" 5 5/8" 5 5/8" 5 5/8" 5 5/8"

MARK

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE 11'-2"

OUTSIDE

PORCH DECKING LAYOUT

A1 DECKING SPACERS 3/4" = 1'-0"

Z-209 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:54 PM

8'-7"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

TOTAL

TEAM NAME: TEAM USC

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

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

9'-10 5/8"

3'-11"

5'-4 7/8"

1'-10 3/8"

8'-0"

10 1/8"

1'-8 1/2"

1'-10 5/8"

3'-11"

4'-5 1/4"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

4'-0"

1'-11 1/4"

1'-10 1/2"

9'-11 1/4"

3'-10 3/4"

1'-9 5/8"

3'-11 1/2"

SLIDING DOOR

3'-11 5/8"

3'-10 3/4"

9 5/8"

4'-9 1/4"

9'-8"

D1 UNFOLDED ELEVATION - EAST PORCH

9'-8 1/2"

8'-0"

SLIDING DOOR

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

D4 UNFOLDED ELEVATION - NORTH PORCH

3/8" = 1'-0"

CLIENT

3/8" = 1'-0"

U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

11'-1 1/4"

1'-9"

4'-11 1/4"

1'-9"

6'-2"

9'-9"

MARK

DATE

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE: 2'-8 1/8"

DESCRIPTION

8'-0"

SLIDING DOOR

2'-4 1/2"

8/20/2013

SHEET TITLE

A1 UNFOLDED ELEVATION - SOUTH PORCH

CEMENT BOARD LAYOUT

Z-210 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:28:59 PM

3/8" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

9'-8 1/2"

8'-0"

7'-10 7/8"

5'-9"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

14 1/8"

30 1/4"

14 1/4"

31 5/8"

30"

14 1/4"

30 1/4"

14 1/4"

30 1/4"

10 5/8"

30 1/4"

14 1/4"

30 1/4"

14 1/4"

30 1/4"

15 1/8"

6061 ALUMINUM SHADE - PAINTED

150 1/2"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

13 1/2"

44 5/8"

65 5/8"

D1 NORTH ELEVATION 1/2" = 1'-0"

C CLIENT 5 3/8"

29 3/8"

30 1/4"

14 1/4"

30 1/4"

19 5/8"

30 1/4"

14 1/4"

30 1/4"

14 1/4"

30 1/4"

U.S. DEPARTMENT OF ENERGY

15 1/8"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

6061 ALUMINUM SHADE - PAINTED

150 1/2"

128 1/4"

MARK

44 3/4"

65 5/8"

107 1/2"

86 5/8"

13 1/2"

A1 SOUTH ELEVATION

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE 8/20/2013

EXTERIOR CLADDING ELEVATIONS

Z-301

1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:29:03 PM

USC_11

SHEET TITLE

DESCRIPTION

LOT NUMBER:

ISSUE DATE:

DATE

PRODUCED BY AN AUTODESK STUDENT PRODUCT

128 1/4"

107 1/2"

TEAM NAME: TEAM USC

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

19 5/8"

30 1/4"

22 1/2"

29 1/4"

14 1/4"

30 1/4"

23 5/8"

14 1/4"

30 1/4"

13 3/4"

30 1/4"

14 1/4"

30 1/4"

15 1/8"

30 1/4"

TEAM NAME: TEAM USC

13 1/2"

44 1/8"

65 5/8"

86 1/2"

WEST ELEVATION 1/2" = 1'-0"

C CLIENT 30 1/4"

30 1/4"

4 3/4"

28 1/4"

30 1/4"

14 1/4"

30 1/4"

20 5/8"

30 1/4"

14 1/4"

30 1/4"

14 1/4"

30 1/4"

14"

30 1/4"

U.S. DEPARTMENT OF ENERGY

26"

SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

128 1/4"

150 1/2"

MARK

44 3/4"

65 5/8"

107 1/2"

DATE

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

13 1/2"

SHEET TITLE

1 1

EAST ELEVATION

Z-302

1/2" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:29:07 PM

EXTERIOR CLADDING ELEVATIONS

PRODUCED BY AN AUTODESK STUDENT PRODUCT

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 107 3/8"

128 1/4"

150 1/2"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

1 1/2"

3" 1/8" E

E1 EAST PORCH GUTTER TOP VIEW

90 째

1/2" PIPING

1/8"

113 1/2"

E6 GUTTER SECTION TYPICAL

1 1/2" = 1'-0"

3" = 1'-0"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 1/8"

1/8"

3" 1/8"

1/2" PIPING

D1 SOUTH PORCH GUTTER TOP VIEW 1 1/2" = 1'-0"

D3 NORTH PORCH GUTTER TOP VIEW

D6 ALUMINUM ANGLE SECTION TYPICAL

1 1/2" = 1'-0"

3" = 1'-0"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV 89 1/4" 18"

18"

18" SOSO COUNTERSINK WITH WASHER AND METAL

1 1/8"

1 1/16"

15"

1/8"

1 1/8"

B1 EAST PORCH ALUMINUM ANGLE TOP VIEW 3" = 1'-0"

MARK

99 1/2" 15"

18"

18" SOSO COUNTERSINK WITH WASHER AND METAL

1 1/8" 1 1/16"

10 1/4"

DESCRIPTION

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

1/8"

1 1/8"

DATE

8/20/2013

SHEET TITLE

A1 EAST PORCH ALUMINUM ANGLE B TOP VIEW

GREENWALL METAL FRAMING

Z-401 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:29:13 PM

3" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

째 90

1/2" PIPING

1/8"

54"

35"

1 1/2"

D 1 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

100 3/4" 15"

18"

3 3/16" 30째

18" SOSO COUNTERSINK WITH WASHER AND METAL

1 1/16"

9 9/16"

1/8"

E 2"

E1 SOUTH PORCH ALUMINUM ANGLE PLAN VIEW 3" = 1'-0"

TEAM NAME: TEAM USC 90 1/4" 18"

18" SOSO COUNTERSINK WITH WASHER AND METAL

1 1/8"

CONTACT: PROJECT MANAGER: FACULTY ADVISOR: 2"

18"

1 1/16"

18"

째 60

3" = 1'-0"

35" 11"

18"

1 15/16"

30째

1/8"

4 1/16"

C CLIENT U.S. DEPARTMENT OF ENERGY SOLAR DECATHLON 2013 WWW.SOLARDECATHLON.GOV

C1 SOUTH PORCH ALUMINUM ANGLE C PLAN VIEW 3" = 1'-0"

89 1/2" 18"

18"

18" SOSO COUNTERSINK WITH WASHER AND METAL

1 1/8"

1 1/16"

15 3/8"

1/8"

B1 NORTH PORCH ALUMINUM ANGLE PLAN VIEW

MARK

DATE

DESCRIPTION

3" = 1'-0"

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

100 1/2" 18"

18"

18" SOSO COUNTERSINK WITH WASHER AND METAL

ISSUE DATE:

1 1/8" 1 1/16"

8 3/8"

A1 NORTH PORCH ALUMINUM ANGLE B PLAN VIEW 1

GREENWALL METAL FRAMING

Z-402

3" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:29:18 PM

8/20/2013

SHEET TITLE

1/8"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

D1 SOUTH PORCH ALUMINUM ANGLE B PLAN VIEW

째 60

PRODUCED BY AN AUTODESK STUDENT PRODUCT

15"

1/8"

2 1/8"

ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1

16"

18"

18" SOSO COUNTERSINK WITH WASHER AND METAL

1 1/8" 1/8"

1 1/8"

1 1/16"

90 1/4"

1/4" DIA. HOLE WITH COUNTERSINK TYPICAL

E1 SOUTH PORCH ALUMINUM ANGLE C TOP VIEW 3" = 1'-0"

TEAM NAME: TEAM USC ADDRESS: UNIVERSITY OF SOUTHERN CALIFORNIA WATT HALL 204 LOS ANGELES, CA 90089-0291 (213) 740-2723 CONTACT: PROJECT MANAGER: FACULTY ADVISOR:

100 3/4" 8 1/2"

18"

1 1/8" D

1/4" DIA. HOLE WITH COUNTERSINK TYPICAL

D1 SOUTH PORCH ALUMINUM ANGLE D TOP VIEW 3" = 1'-0"

35" 14 3/4"

18"

U.S. DEPARTMENT OF ENERGY

1 1/8"

SOLAR DECATHLON 2013

1/8"

1 1/8"

CLIENT

WWW.SOLARDECATHLON.GOV

1/4" DIA. HOLE WITH COUNTERSINK TYPICAL

C1 SOUTH PORCH ALUMINUM ANGLE E TOP VIEW 3" = 1'-0"

MARK

DATE

DESCRIPTION

1/8" " 1/8

1/4" DIA. HOLE WITH COUNTERSINK

1/8"

57 째

째 90

3째 12

1/4" DIA. HOLE WITH COUNTERSINK

1/8 "

1/4" DIA. HOLE WITH COUNTERSINK

LOT NUMBER:

USC_11

DRAWN BY:

Author

CHECKED BY:

Checker

USC SCHOOL OF ARCHITECTURE

ISSUE DATE:

8/20/2013

SHEET TITLE

A1 ALUMINUM ANGLE C SECTION 3" = 1'-0"

A3 ALUMINUM ANGLE D SECTION 3" = 1'-0"

A5 ALUMINUM ANGLE E SECTION 3" = 1'-0"

Z-403 1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

8/22/2013 12:29:23 PM

GREENWALL METAL FRAMING

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1/8"

1 1/16"

1 1/8"