dancing river community: building 2...1680 montclair ave.,suite b a302 elevations - building 2...

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PERSPECTIVE - from Southwest

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FROM E.O.P.

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PROPERTY LINE

SETBACK

EXISTING BUILDING

EXISTINGBUILDING

EXISTINGBUILDING

EXISTING PAVED PARKING AREA

30' - 0" PUE

40' - 0" PUE

WHITE FIR STREET

TRUC

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2A2B

22' x 9'-6" CONCRETE SLABPER STRUCTURAL

TREE MUST BECUT BACK ORREMOVED

2C2D

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PROJECT TEAMSHEET INDEX

PROPERTY INFORMATION

VICINITY MAP

GENERAL NOTESGENERAL

LANDSCAPING

ARCHITECTURAL

CIVIL

STRUCTURAL

MECHANICAL

ELECTRICAL

PLUMBING

A000A100

COVER SHEETTITLE SHEET

A100 SITE PLAN

C201 GRADING PLAN

S1.1AS1.2S1.3S2.1S3.1S3.2S4.1S5.1

GENERAL NOTESTYPICAL CONCRETE DETAILSTYPICAL WOOD DETAILSFOUNDATION PLANLOFT/LOW ROOF FRAMING PLANROOF FRAMING PLANFOUNDATION/FLOOR DETAILSROOF DETAILS

M2.1 H.V.A.C. PLANS

E201 ELECTRICAL PLANS

P201P202P203

PLUMBING WASTEPLUMBING MAINSPLUMBING ISOMETRICS

CODES

A201 1st FLOOR PLAN - BUILDING 2A202 LOFT LEVEL PLAN - BUILDING 2A203 ROOF PLAN - BUILDING 2A301 ELEVATIONS - BUILDING 2A302 ELEVATIONS - BUILDING 2A401 BUILDING SECTIONS - BUILDING 2A402 BUILDING SECTIONS - BUILDING 2A501 WALL SECTIONSA801 WINDOW AND DOOR SCHEDULEA901 DETAIL SHEETP201 PLUMBING WASTEP202 PLUMBING MAINSP203 PLUMBING ISOMETRICP204 UTILITIES

ARCHITECTURALCATHEXES, LLC250 Bell StreetReno NV 89503

(775) 329-3341 [email protected]

OWNERSTILLE 2015 TRUST, THOMAS A & STILLETRUSTEE7777 White Fir StreetReno NV 89523

TOM STILLE(775) [email protected]

GENERALGILL CONSTRUCTION5275 ROSS DR.RENO, NV 89519

STEVE GILL(775) [email protected]

STRUCTURALGABBART AND WOODS1680 MONTCLAIR AVE.,SUITE BRENO, NV 89509

ROB FINE(775) [email protected]

LANDSCAPETOM STILLE7777 WHITE FIR ST.RENO, NV 89523

(775) [email protected]

ADDRESS

APN

BLOCK

LOT

SUBDIVISION

7777 WHITE FIR ST

039-220-35

B

8

X

OCCUPANCY GROUP

CONSTRUCTION TYPE

ALLOWABLE FLOOR AREA

FLOOR AREA

REQUIRED SEPARATION

R-2

V-B

7000 S.F.

# OF STORIES

FULLY SPRINKLERED

BASED ON THE 2012 I.R.C.

3,583 S.F.

1-HOUR

2

YES

1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALLCONTRACT DOCUMENTS.

2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNERCONTRACTOR AGREEMENT, THE CONDITIONS OF CONTRACT(GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), THEDRAWINGS, THE SPECIFICATIONS, AND ALL ADDENDA ISSUED PRIORTO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THECONTRACT.

3. CATHEXES, LLC IS THE AUTHOR OF THESE PLANS AND CLAIMS ACOPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED INTHESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITEDSTATES CODE AND ALL APPLICABLE TREATIES AND FOREIGN LAWS.THESE COPYRIGHTED DRAWING FILES ARE TO BE USED FORREFERENCE ONLY. CATHEXES, LLC WILL TAKE NO RESPONSIBILITYFOR ANY CHANGES MADE TO THESE DOCUMENTS BY ANOTHERPARTY AND NO LICENSE IS GIVEN FOR TRANSFER OF THESECOPYRIGHTS TO ANOTHER PARTY.

4. THE WORK COMPRISES THE COMPLETED CONSTRUCTIONREQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES ALLLABOR NECESSARY TO PRODUCE SUCH CONSTRUCTION, AND ALLMATERIALS AND EQUIPMENT INCORPORATED OR TO BEINCORPORATED IN SUCH CONSTRUCTION.

5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PARTOF THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REVIEWTHEM, BUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPTOF THE WORK AND WITH THE INFORMATION GIVEN IN THECONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BERELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THEREQUIREMENTS OF THE CONTRACT DOCUMENTS BY THEARCHITECTS REVIEW OF SHOP DRAWINGS, PRODUCT DATA ORSAMPLES.

6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THECONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THEARCHITECT ANY ERROR, INCONSISTENCY OR OMISSIONS HE MAYDISCOVER. THE CONTRACTOR SHALL PERFORM NO PORTION OFTHE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR,WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA ORSAMPLES FOR SUCH PORTION OF THE WORK.

7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS.DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TOLOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THEARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.

ZONE

F.A.R.

FERTILE ACRES

MUW4

N/A

N

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Desc

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AREA OF WORK

8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARENOT FULLY SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIRCONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FORSIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALLBE REVIEWED BY THE ARCHITECT.

9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCETO THE MINIMUM STANDARDS OF THE CURRENT EDITION OF THEINTERNATIONAL BUILDING CODE AND ALL APPLICABLE NATIONAL,STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERALSAFETY DURING CONSTRUCTION, AND ALL WORK SHALL CONFORMTO PERTINENT SAFETY REGULATIONS.

11. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY ANDALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING ANDPLUMBING INCLUDING ALL PIPING, DUCT WORK AND CONDUIT.COORDINATE ALL REQUIRED CLEARANCES FOR INSTALLATION ANDMAINTENANCE OF THE ABOVE EQUIPMENT.

12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORKUSING HIS/HER BEST SKILL AND ATTENTION, HE/SHE SHALL BESOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FORCOORDINATING ALL PORTIONS OF THE WORK UNDER THECONTRACT.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS ANDOMISSIONS OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIRAGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANYWORK UNDER A CONTRACT WITH THE CONTRACTOR.

14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS ANDDILIGENT MANNER TO INSURE TIMELY COMPLETION OF THEPROJECT.

15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISESFREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISHCAUSED BY HIS/HER OPERATIONS. AT THE COMPLETION OF THEWORK, HE/SHE SHALL REMOVE ALL HIS/HER WASTE MATERIALS ANDRUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS/HERTOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUSMATERIALS.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONAND/OR PROTECTION OF ALL EXISTING AND PROPOSED PIPING,UTILITIES, STRUCTURES, ADJACENT STREETS, AND IMPROVEMENTSDURING THE PERIOD OF CONSTRUCTION.

17. UNLESS OTHERWISE PROVIDED IN THE CONTRACTDOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FORALL LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTIONEQUIPMENT, MACHINERY, WATER, HEAT, UTILITIES,TRANSPORTATION, AND OTHER FACILITIES AND SERVICESNECESSARY FOR THE PROPER EXECUTION AND COMPLETION OFTHE WORK.

18. THE CONTRACTOR SHALL SUBMIT WEEKLY JOB STATUSREPORTS TO THE ARCHITECT. THE REPORT SHALL STATE ACTUALPROGRESS OF THE JOB AND LIST ANY CHANGES OR CONDITIONSWITHIN THE SCOPE OF THE CONTRACT DOCUMENTS AFFECTINGTHE JOB PROGRESS.

19. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT ANDEXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES ANDELECTRICAL/COMMUNICATION OUTLETS AND SWITCHES WITHARCHITECT IN THE FIELD BEFORE PROCEEDING WITHCONSTRUCTION.

20. WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACTDOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OREXTENT OF THE WORK, SUCH CONFLICT SHALL BE RESOLVED TOTHE SATISFACTION OF THE ARCHITECT BEFORE THE AFFECTEDITEMS AND/OR MATERIALS ARE PURCHASED, FABRICATED AND/ORINSTALLED.

21. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMSAND/OR MATERIALS ARE TO BE INSTALLED - THE CONTRACTORSHALL VERIFY ROUGH OR FINISHED DIMENSIONS IN THE FIELDPRIOR TO PURCHASE OR FABRICATION.

22. THE CONTRACTOR SHALL GUARANTEE ALL WORK ANDMATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF ONEYEAR FROM DATE OF FINAL ACCEPTANCE, AND PROMPTLYREMEDY SUCH DEFECTS AND ANY SUBSEQUENT DAMAGECAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSETO THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONEYEAR MAY BE REQUIRED AND CONTAINED WITHIN THE CONTRACTDOCUMENTS.

23. UNLESS OTHERWISE PROVIDED IN THE CONTRACTDOCUMENTS THE CONTRACTOR SHALL SECURE AND PAY FOR THEBUILDING PERMIT AND FOR ALL OTHER PERMITS ANDGOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARYFOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

24. WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THECONTRACT DOCUMENTS, AND NOT NECESSARILY DETAILED INEACH SPECIFIC CASE, BUT IS REQUIRED FOR A COMPLETE ANDPROFESSIONAL INSTALLATION - SUCH ITEM AND/OR MATERIALSHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL.PROVIDE MEANS TO FURNISH AND INSTALL.

N

1" = 20'-0"SITE PLAN

SITE

GROSS Floor Schedule

Family and Type Level Area CommentsFloor: Slab On Grade 1st FLOOR - BLDG 2 202.00 SF Exterior StoopExterior Stoop: 1 202.00 SFFloor: Slab On Grade 1st FLOOR - BLDG 2 2232.00 SF ResidentialFloor: wood 12" LOFT LEVEL - BLDG 2 1149.83 SF ResidentialResidential: 2 3381.83 SFGrand total: 3 3583.83 SF

ELECTRICAL

PLUMBING

DAKIN ELECTRIC COMPANY, LLC775 HELVETIA AVE.RENO, NV 89502

JIM DAKIN(775) [email protected]

BUCK'S PLUMBING275 GALLAWAY LN.RENO, NV 89502

ANDY SALLABERRY(775) 825-8454

THERMAL AND PV SOLARWESTERN NEVADA SUPPLY950 S. ROCK BLVD.SPARKS, NV 89431

RUSSEL CARTWRIGHT(775) 359-5800

SIMPLE POWER MARK DICKSON(775) [email protected]

CIVILSUMMIT ENGINEERING CORP. COLIN HAYES

(775) 747-8550

LOAD CALCULATIONSJP ENGINEERING10597 DOUBLE R BLVD.RENO, NV 89509

JAMES SOLARO(775) [email protected]

EDIT

EDIT

WALL LEGEND

6" EXTERIOR STUDWALL U.N.O.

4" INTERIOR STUDWALL U.N.O.

LIVING ROOM2B

LIVING ROOM2A

113.84 SF

LAUNDRY/UTILITYROOM

100

1 1

2

3 3

4 4

8' -

0"28

' - 0

"

7' -

0"11

' - 0

"10

' - 0

"

28' -

0"

7' -

0"11

' - 0

"10

' - 0

"

72.20 SF

MECHANICALROOM

2A

28' -

0"

52.00 SF

BATHRM.2B

52.00 SF

BATHRM.2A

2A401

1A401

4A402

3A402

PROPERTY LINE PROPERTY LINE

A201 1

KITCHEN2B

KITCHEN2A

ENTRY2A

B C D E18' - 0" 18' - 0" 18' - 0" 18' - 0" 12' - 0"

F

CO

UN

TER

4' - 4" 4' - 2" 5' - 6" 4' - 0" 4' - 0" 5' - 6" 4' - 2" 4' - 4" 4' - 4" 4' - 2" 5' - 6" 4' - 0" 4' - 0" 5' - 6" 4' - 2" 4' - 4" 5' - 10" 6' - 2"

3' -

0"

6' - 0"

1' -

6"

1' -

6"

9' -

10"

INSI

DE

4' -

0"

INSI

DE

4' -

0"

UTIL. SINK

UP

8" DIAM. TIMBERPOLE, TYP. OF (3)

4040 SLIDER 4040 SLIDER2040 CSMT2040 CSMT

4' - 0" 2' -

6"

3070

SC

3070

SC

3070

SC

3040

SH

4060 SLIDER 4060 SLIDER

4070

DBL

;FU

LL G

LAZE

4070

DBL

;FU

LL G

LAZE

6020

SLI

DER2868 POCKET2868 POCKET

4" EXHAUSTOUTLET

1B 4" EXHAUST

OUTLET

4" EXHAUSTOUTLET

2B

1F

1G

2G

2F

1E

1J

1H

1 11 2

2 3 2 2 2 1

3 1

4 14 2

A

6020

SLI

DER

2E

2060

SH

1D

4040 SLIDER

4070

DBL

;FU

LL G

LAZE

4" EXHAUSTOUTLET

3070

SC

3070

SC

4040 SLIDER 4040 SLIDER2040 CSMT2040 CSMT

4060 SLIDER 4060 SLIDER

4070

DBL

;FU

LL G

LAZE

1' -

6"

1' -

6"

4' - 0"

2868 POCKET2868 POCKET

4" EXHAUSTOUTLET

3F

3G

4G

4F

2 42 5

4B

1 4 1 3

3B

4 34 4

4' - 0"2' -

6"

9' -

10"

6' - 0" 6' - 0"6' - 0"

INSI

DE

4' -

0"

INSI

DE

4' -

0"

8" DIAM. TIMBERPOLE, TYP. OF (3)

LIVING ROOM2C

KITCHEN2C

ENTRY2D

KITCHEN2D

LIVING ROOM2D

UPUPUP

52.00 SF

BATHRM.2C

52.00 SF

BATHRM.2D

7' - 2" 6' - 10" 4' - 0" 4' - 0" 7' - 4" 6' - 8" 6' - 8" 7' - 4" 4' - 0" 4' - 0" 6' - 10" 7' - 2" 4' - 6" 3' - 0" 4' - 6"

18' - 0" 18' - 0" 18' - 0" 18' - 0" 12' - 0"

84' - 0"

A2012

4' - 2"

REINFORCEWALL (UNDERWINDOW) FORFUTUREGRAB BAR

REINFORCEWALL WITHSOLID WOODBLOCKING FORFUTURERETRACTABLEGRAB BAR(SIDE), SIDESOF SHOWER,AND W.C.GRAB BAR

ENTRY2C

ENTRY2B

WINDOW 38"ABOVE INTERIORFINISHED FLOOR

UNIT DESIGNATEDFOR ADACOMPLIANCE,HOWEVER ALLUNITS HAVE THEADA COMPLIANTCAPABILITY

2A401

1A401

LOFT2A

LIVING ROOM2A

KITCHEN2A

6' -

0"

10' -

0"

3' - 0"

3' - 0"

4' -

0"2'

- 6"

3' - 0"

3' -

0"

4' -

0"3'

- 4"

6' -

6" 8' -

6"

5' -

6" 7' -

6"

3' -

0"

9' -

6"

6' - 0"

2' - 0"

6' - 0"2'

- 0"

6' -

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FLOOR PLAN NOTES1. ALL DIMENSIONS ARE FROM FACE-OF-STUD TO FACE-OF-STUD, AND FACE-OF-BLOCKTO FACE-OF-BLOCK (U.N.O.)

2. ALL LUMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIED DOUGLAS FIR#2 ORBETTER (U.N.O.)

3. ALL FINISH MATERIALS NOT SPECIFIED TO BE COORDINATED WITH OWNER AND/ORARCHITECT.

4. PROVIDE SOLID BLOCKING BEHIND ALL FIXTURES AND WALL MOUNTED ACCESSORIES.

5. ANY WALLS THAT ARE MODIFIED, REPLACE GYP.BD. W/ 5/8" TYPE 'X' GYP.BD.

6. WHERE (E) STUD WIDTHS VARY FROM NEW WALL TYPE STUD WIDTH, MATCH (E) STUDWIDTH.

7. PROVIDE WALL & FLOOR STOPS AT DOORS AS REQUIRED.

8. (E) WALLS REQUIRING OPENINGS TO BE INFILLED SHALL MATCH (E) CONSTRUCTION &FIRE RATING.

9. ALL PLYWOOD SHEATHING SHALL BE FOREST STEWARDSHIP COUNCIL CERTIFIED(U.N.O.).

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1/4" = 1'-0"1st FLOOR PLAN - BUILDING 2

NET Living Space Square Footage Summary - Building 2

Number Level Area Occupancy Occupant Factor Occupant Load Comments2A 1st FLOOR - BLDG 2 463.92 SF R-2 200 2.322A LOFT LEVEL - BLDG 2 281.00 SF R-2 200 1.40

744.91 SF 3.722B Not Placed 0.00 SF R-2 200 0.002B 1st FLOOR - BLDG 2 468.98 SF R-2 200 2.342B LOFT LEVEL - BLDG 2 284.00 SF R-2 200 1.42

752.97 SF 3.762C 1st FLOOR - BLDG 2 468.98 SF R-2 200 2.342C LOFT LEVEL - BLDG 2 284.00 SF R-2 200 1.42

752.97 SF 3.762D 1st FLOOR - BLDG 2 465.99 SF R-2 200 2.332D LOFT LEVEL - BLDG 2 281.00 SF R-2 200 1.41

746.99 SF 3.732997.85 SF 14.99

N

1/4" = 1'-0"1 INTERIOR ELEVATION - UNIT 2A 1/4" = 1'-0"2 INTERIOR ELEVATION - UNIT 2D

GENERAL NOTES1. IN ACCESSIBLE UNITS, WALL DIRECTLY BEHIND WASHCLOSET AND WALLS WITHIN SHOWER SHALL BEREINFORCED IN ACCORDANCE WITH CHAPTER 6 OF THEFAIR HOUSING ACT REGULATION 24 CFR 100.205.

2.IN ACCESSIBLE UNITS ALL DOOR WIDTHS SHALL BE INACCORDANCE WITH CHAPTER 3 OF THE FAIR HOUSING ACTREGULATION 24 CFR 100.205.

3. DOORS SHALL BE PART OF AN ACCESSIBLE ROUTE INPUBLIC AND COMMON AREAS.

4. IN ACCESSIBLE UNITS ACCESSIBLE ROUTE THROUGHTHE COVERED UNIT SHALL BE IN ACCORDANCE WITHCHAPTER 4 OF THE FAIR HOUSING ACT, REGULATION CFR100.205

5. ALL PUBLIC AND COMMON AREAS SHAL BE INACCORDANCE WITH CHAPTER 2 OF THE FAIR HOUSING ACT,REGULATION 24 CFR 100.205.

1 1

2

3 3

4 4

7' -

0"11

' - 0

"10

' - 0

"

7' -

0"11

' - 0

"10

' - 0

"

DN284.00 SF

LOFT2B

281.00 SF

LOFT2A

DN

2A401

1A401

4A402

3A402

28' -

0"

28' -

0"

A201 1

28' -

0"

28' -

0"

3040

DH

B

B

C

C

D

D

E

E

F

F

18' - 0" 18' - 0" 18' - 0" 18' - 0" 12' - 0"

18' - 0" 18' - 0" 18' - 0" 18' - 0" 12' - 0"

4' - 6" 9' - 0" 4' - 6" 4' - 6" 8' - 10" 4' - 8" 4' - 6" 9' - 0" 4' - 6" 4' - 6" 8' - 10" 4' - 8"

OPEN TO BELOWOPEN TO BELOW OPEN TO BELOW

84' - 0"

ROOF BELOW

2026 CSMT 2026 CSMT 2026 CSMT 2026 CSMT

6040 FIXED 4020 FIXED TRANSOM 4020 FIXED TRANSOM 6040 FIXED

3040

DH

1A

2C

1C

2A

5I

6I

7I

8I

2H

3H

A

A

DN6020

SLI

DER

284.00 SF

LOFT2C

2026 CSMT 2026 CSMT 2026 CSMT 2026 CSMT

6040 FIXED 4020 FIXED TRANSOM 4020 FIXED TRANSOM 6040 FIXED

OPEN TO BELOW

4A

3C

4C

3A

1I

2I

3I

4I

3E

13/6

4"11

/64"

A2012

281.00 SF

LOFT2D

DN

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1/4" = 1'-0"LOFT LEVEL PLAN - BUILDING 2

N

ROOF FRAMING NOTES1. PROVIDE VENTILATION AS REQUIRED BY 2012 I.B.C.

2. PROVIDE SOLID BLOCKING AT ALL RIDGES, EAVES, AND ATMIDSPAN OF ALL (RAFTER/TRUSS) LOCATIONS AS REQUIRED.

3. ALL CONNECTORS TO BE "SIMPSON" OR EQUAL AND INSTALLED ASPER MANUFACTURER SPECIFICATIONS.

4. ALL LUMBER TO BE FOREST STEWARDSHIP COUNCIL CERTIFIEDDOUGLAS FIR #2 OR BETTER U.N.O.

5. USE 24 GA. GALVANIZED FLASHING AS REQUIRED.

6. ALL RAFTERS TO BE FOREST STEWARDSHIP COUNCIL CERTIFIEDDOUGLAS FIR #2 AT 24" O.C.

7. ROOF SHEATHING TO BE FOREST STEWARDSHIP COUNCILCERTIFIED CDX PLYWOOD WITH 10d NAILS AT 6" O.C. AT EDGES AND10" IN THE FIELD OVER 30# ASPHALT FELT (COORDINATE W/STRUCTURAL).

8. PROVIDE 1" CLEARANCE AROUND FIREPLACE CHIMNEY ASREQUIRED.

1 1

2 2

3 3

4 4

RIDGE

SLO

PE12

:12

SLO

PE7:

12

SLOPE2:12

2A401

1A401

4A402

3A402

28' -

0"

28' -

0"

18' -

0"

10' -

0"

ROOF 1 ROOF 2

B

B

C

C

D

D

E

E

F

F

4x10 SOLAR COLLECTORS BY OWNER

72' - 0"

73' - 6"

9' - 0" 9' - 0"

SKYLIGHT - INSTALLPER MFG.INSTRUCTIONSVERIFY LOCATIONW/ OWNER

432 S.I.EAVE VENT

1,520 S.I. GABLEEDGE VENT

1,520 S.I. GABLEEDGE VENT

A

5' - 0"

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EAVE VENT = 24 S.I. / FOOTGABLE EDGE VENT = 224 S.I. PER VENT X2 VENTS = 448 S.I.

1. ROOF 1 REQ'D VENTING = 2,352 S.F./ 150 = 15.68 S.F. X 144 S.I. = 2,257 S.I. TOTAL VENTING PROVIDED = 448 + 2592 = 3040

2. ROOF 2 REQ'D VENTING = 216/15 X 144 S.I.= 207 S.I. TOTAL VENTING PROVIDED = 18' X 12' X 2" = 432 S.I.

VENT CALCS1. ROOF MATERIAL SHALL BE METAL ROOFING OVER ONE LAYER 30 # ASPHALT FELTPAPER AND SOLID ROOF SHEATHING. (REFERENCE STRUCT. FOR SHEATHINGINFORMATION) THE ROOF SHALL CONFORM TO THE REQUIREMENTS OF A CLASS "C"OR BETTER ROOFING ASSEMBLY.

2. ROOF PITCH SHALL BE 4:12, OR UNLESS NOTED OTHERWISE ON ROOF PLAN.

3. ROOF OVERHANGS SHALL BE AS DIMENSIONED ON ROOF PLAN.

4. ALL VENT PIPES AND CAPS SHALL BE PAINTED TO MATCH COLOR OF ROOFMATERIAL AND SHALL BE HIDDEN BEHIND RIDGES WHERE POSSIBLE.

5. PROVIDE ATTIC VENTILATION @ 1 SQ. FT. PER 150 SQ. FT. OF ATTIC AREA BYMEANS OF EQUALLY SPACED EAVE VENTS WITH 1/4" X 1/4" GALVANIZED MESHSCREEN AND PREFABRICATED GABLE END ATTIC VENTS AS INDICATED ON EXTERIORELEVATIONS.

ROOF NOTES

No.

Desc

riptio

nDa

te

1/4" = 1'-0"ROOF PLAN - BUILDING 2

N

ROOF PLAN14' - 0"

1st FLOOR - BLDG 20' - 0"

LOFT LEVEL - BLDG 29' - 0"

TOP OF PLATE14' - 0"

4A402

3A402

STANDING SEAM METAL ROOF(R-49 MIN.)

4x10 SOLAR COLLECTORS

VERTICAL WOOD, PAINTEDVERIFY COLOR W/ OWNER

MAIN ENTRY TO LAUNDRY

MAIN ENTRY TO UNIT MAIN ENTRY TO UNIT

STUCCO WALLCOVERING, VERIFYCOLOR W/ OWNER

STANDING SEAM METALROOF (VERIFY COLORW/ OWNER, R-49 MIN.)

2X8 WOOD LEDGER

WOOD TRIM ON ALLWINDOWS, PAINTEDVERIFY COLOR W/OWNER

B C D E F

A

4B

4A

3A

3B

2B

2A

1C

2C

1A

1B

4C

3C

1J 3 1

2" / 12"

1 4 1 3 1 2 1 1

12" /

12"

12" /

12"

1' - 6"

ROOF PLAN14' - 0"



1 2 3 4


2A401

1A401

7" / 12"

12" / 12"

3E

2E

1D


STUCCO WALL COVERING,VERIFY COLOR W/ OWNER

WOOD TRIM ON ALL WINDOWS,PAINTED, VERIFY COLOR W/ OWNER

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1/4" = 1'-0"SOUTH ELEVATION - BUILDING 2

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

ROOF PLAN14' - 0"




4A402

3A402

SKYLIGHT

BACK DOOR EXITTO UNIT



BACK DOOR EXITTO LAUNDRY

STANDING SEAM METAL ROOF(VERIFY COLOR W/ OWNER, R-49MIN.)

BCDEF A



WOOD TRIM ON ALL WINDOWS,PAINTED VERIFY COLOR W/ OWNER


1G

1F

4F

4G

3G

3F

1I

2I

3I

4I

5I

6I

7I

8I

2F

2G

2 1 2 2 2 3 2 4 2 5

1K

2" / 12"

7" /

12"

7" /

12"

1' - 6"

DOUBLE SILL PLATEACTS AS REINFORCEMENTFOR FUTURE GRABBAR IN ADA COMPLIANT UNIT

ROOF PLAN14' - 0"



1234


2A401

1A401

4x8 SOLAR COLLECTORS SKYLIGHT


STANDING SEAM METAL ROOF(VERIFY COLOR W/ OWNER,R-49 MIN.)


WOOD TRIM ON ALL WINDOWS,PAINTED VERIFY COLOR W/ OWNER

1' - 6" 1' - 6"

3H

2H

1H

1E

12" /

12"

7" / 12"

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1/4" = 1'-0"NORTH ELEVATION - BUILDING 2

1/4" = 1'-0"EAST ELEVATION - BUILDING 2

ROOF PLAN14' - 0"




4A402

3A402

LIVING ROOM2B

LIVING ROOM2A

KITCHEN2B

KITCHEN2A

B C D E FA

PREMANUFACTURED TRUSSES @ 24" o.c.

STANDING SEAM METAL ROOF


4' -

0"4'

- 2"

4' -

0"3'

- 4"

LOFT BEYOND LOFT BEYOND LOFT BEYOND

R-49 BATT INSULATION MIN.

BATT INSULATION

ASSEMBLY R-21 MIN.

KITCHEN2C

LIVING ROOM2C

LIVING ROOM2D

KITCHEN2D

LOFT BEYOND

2" / 12"

12" /

12"

ROOF PLAN14' - 0"




4A402

3A402

LOFT2B

LOFT2A

LIVING ROOM2A

LIVING ROOM2B

LAUNDRY/UTILITY ROOM100

BATHRM.2B

BATHRM.2A

A5011

A5012

B C D E FA

R-49 BATT INSUL. MIN.

BATT INSULATION

R-49 BATT INSUL. MIN.


ASSEMBLY R-21 MIN.


LOFT2C

LIVING ROOM2D

BATHRM.2D

BATHRM.2C

LIVING ROOM2C

2" / 12"

LOFT2D

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1/4" = 1'-0"1 BUILDING SECTION 1




1234


2A401

1A401

HEE

L

1' -

6"14

' - 0

"


SKYLIGHT BEYOND: INSTALL PERMANUFACTURER'S INSTRUCTIONS


HEE

L

1' -

6"

LIVING ROOM2A

LOFT2A

PREMANUFACTURED TRUSSES @ 24" o.c. 7" / 12"

12" /

12"

ROOF PLAN14' - 0"



1234


2A401

1A401

HEE

L

1' -

6"


HEE

L

1' -

6"14

' - 0

"


BATHRM.2B

LIVING ROOM2B

LOFT2B

ROLL-INSHOWER

SKYLIGHT BEYOND: INSTALL PERMANUFACTURER'S INSTRUCTIONS

A9011

BATT INSULATION

A5014 A501

3

ASSEMBLY R-21 MIN.

7" / 12"

12" /

12"

2' -

0"2'

- 6"

2' -

0"2'

- 0"

4' -

0"3'

- 0"

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ROOF PLAN14' - 0"


1


STANDING SEAMMETAL ROOF

ROOFING UNDERLAYMENT

ROOF SHEATHING PER STRUCT.

TOP CHORD (SEE STRUCT.)

BOTTOM CHORD(SEE STRUCT.)

2X DOUBLE TOP PLATE

DOUBLE TRIMMER(SEE STRUCT.)WINDOW ASSEMBLYPER MFG.2X DOUBLE SILL PLATE

2X WD STUD CONSTRUCTION@ 16" O.C. W/ BATT INSULATION

2" NAILABLE RIGID INSULATION

WATERPROOF MEMBRANE

VERTICAL WOOD SIDING,PAINTED

2X RIM JOIST PER STRUCT.

HEADER (SEE STRUCT.)

PLYWOOD SHEATHINGPER STRUCT.

FLOOR JOIST PERSTRUCT. @ 1'-4" O.C.

2X DOUBLE SILL PLATE

WINDOW ASSEMBLY PER MFG.

5/8" GYP. BD.

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

P.T. SILL PLATE W/ANCHOR PER STRUCT.

BATT INSULATIONR-49 MIN.

EXPANSION JOINT

CONC. FOOTINGPER STRUCT.

CONC. SLABPER STRUCT.WITH RADIANTHEATING @ 16"O.C.

AGGREGATE BASE

15 MIL. VAPORBARRIER

FINISHED FLOORPER OWNER

BLOCKING PANEL PERTRUSS COMPANY

LSL RIM BOARDBLOCKING PERSTRUCT.

EXTERIOR PLYWOOD SHEATHINGPER STRUCT.

A9013

A9014

A9015

WOOD TRIM, PAINTEDVERIFY COLOR W/ OWNER


BATHRM.2B

EXTERIOR

1/2" GYP. BD.

2X FIRE BLOCKING

2X FIRE BLOCKING

FASCIA, PAINTED, VERIFYCOLOR W/ OWNER

ASSEMBLY R-21 MIN.

LOFT2B

A9018

2" RIGID INSULATION(EPS OR EQUAL)

2" RIGIDINSULATION(EPS OREQUAL)

CONC. SLAB PER STRUCT.WITH RADIANT TUBES @ 16" O.C.

BATT INSULATION(R 30 MIN.)

ROOF PLAN14' - 0"



4


DOOR ASSEMBLY PER MFG.

WINDOW ASSEMBLY PER MFG.


STANDING SEAM METAL ROOF


ROOFING UNDERLAYMENTBOTTOM CHORD(SEE STRUCT.)

2X DOUBLE TOP PLATE


WATERPROOF MEMBRANE

STUCCO WALL FINISHVERIFY COLOR W/ OWNER


1/2" GYP. BD

BATT INSULATION

2X6 WD STUD CONSTRUCTION@ 16" O.C.

HEADER PER STRUCT.

SILL PLATE


AGGREGATE BASE

CONC. FOOTINGPER STRUCT.

15 MIL. VAPOR BARRIER

ASSEMBLY R-21 MIN.

EXTERIOR PLYWOODSHEATHING PER STRUCT.

EXPANSION JOINT


BATT INSULATION R-49 MIN.

A9012

A9014

O.H.&

SIM.

A9013

O.H.

WOOD TRIM, PAINTED,ABOVE DOOR ANDBELOW WINDOW VERIFYCOLOR W/ OWNER


EXTERIOR


HEADER PER STRUCT.



ENTRY2B





LIVING ROOM2A

LOFT2A

E



2X6 OUTLOOKERPER STRUCT.

ROOF SHEATHINGPER STRUCT.

FASCIA, PAINTED,VERIFYCOLOR W/ OWNER

2X LEDGER (SEESTRUCT.)

2X BLOCKINGSTANDING SEAM METALROOF (VERIFY COLORW/ OWNER)ROOF UNDERLAYMENT

ROOF SHEATHING(SEE STRUCT.)

BOTTOM CHORD PERSTRUCT.

TOP CHORD PERSTRUCT.

ASSEMBLY R-21 MIN.

2X LVL WD STUDCONSTRUCTION(WHEREVER WALLIS TALLER THANSTANDARD 2X6)WALLS @ 16" O.C.W/ BATT INSULATION

VERTICAL WOODSIDING, PAINTEDVERIFY COLOR W/OWNER

WATERPROOFMEMBRANE

2" NAILABLE RIGIDINSULATION

EXTERIOR PLYWOODSHEATHING(SEE STRUCT.)

LSL RIM JOIST PERSTRUCT.


1/2" GYP. BD.

FLOOR JOIST PER STRUCT.


FINISHED FLOOR PEROWNER


SCISSOR TRUSSPER PLAN


CONC. FOOTING PERSTRUCT.

CONC. SLAB PER STRUCT.WITH RADIANT TUBES @16" O.C.15 MIL. VAPOR BARRIER


1/2" GYP. BD.

1/2" GYP. BD.

EXTERIOR


2X FIRE BLOCKING

2X FIRE BLOCKING

2X DOUBLE TOP CHORD

2X LEDGER (SEE STRUCT.)

Z FURRING CHANNEL


A9019

2X BLOCKING, PROVIDEVENTILATION

A9017

AGGREGATE BASE


BATT INSULATION(R-30 MIN.)




LIVING ROOM2B

LOFT2B

C

SCISSOR TRUSSPER PLAN


ROOFINGUNDERLAYMENT


FLOOR JOIST PERSTRUCT.



2X LVL WD STUD CONSTRUCTION(WHEREVER WALL IS TALLER THANSTANDARD 2X6)@ 16" O.C. W/ BATTINSULATION


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

2X FIRE BLOCKING

BATT INSULATION

2X LEDGER

Z FURRING CHANNEL

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

BATT INSULATIONR-49 MIN


15 MIL VAPOR BARRIER

CONC. FOOTING PERSTRUCT.

1/2" GYP. BD.

1/2" GYP. BD

1/2" GYP. BD.

1/2" GYP. BD

A9016

2X LEDGER

2X FIRE BLOCKING

A90110

1/2" PLYWOOD FORSHEAR ON GRIDLINEC PER STRUCT.


AGGREGAT BASE

LIVING ROOM2C

LOFT2C




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3/4" = 1'-0"3 WALL SECTION 3 3/4" = 1'-0"4 WALL SECTION 4

3/4" = 1'-0"1 WALL SECTION 1 3/4" = 1'-0"2 WALL SECTION 2

3' -

2"4'

- 0"

7' -

2"

2' - 0"

4' -

0"3'

- 0"

7' -

0"

3' - 0" 3' - 0"

6' - 0"

4' -

0"7'

- 8"

11' -

8"

6' - 0"

2' -

0"7'

- 8" 9'

- 8"

4' - 0"

3' -

2"4'

- 0"

7' -

2"

4' - 0"

2' - 0" 2' - 0"

4' -

0"

LOFT

6' -

0"

EAST

WAL

L

3' - 0"

4' -

0"

LOFT

2' -

6"

EAST

WAL

L

4' -

0"

GR

OU

ND

3' -

4"

EAST

WAL

L

2' -

6"

2' - 6"

T

7' -

0"2"

2' - 0"

TT

7' -

0"

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

4' - 0 5/8"

7' -

0"

3' - 0"

T

7' -

2"

3' - 1 7/16"

6' -

8"

2' - 8"

6' -

0"3'

- 6"

9' -

6"

2' - 0"

2' -

0"

LOFT

6' -

6"

WES

T W

ALL

3' - 0" 3' - 0"

6' - 0"

GR

OU

ND

4' -

8"

EAST

LAU

ND

RY

2' -

0"

GR

OU

ND

5' -

6"

WES

T W

ALL

2' -

0"

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DOOR & WINDOWNOTES

1. THRESHOLDS AT DOORWAYS SHALL BE 1/2" HIGHMAXIMUM.

2. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM ANOPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TOMOVE THE DOOR TO AN OPEN POSTION OF 12 DEGREESSHALL BE 5 SECONDS MINIMUM.

3. "T" - SIGNIFIES TEMPERED GLASS IN NOTED LOCATION.

LEVEL

LEVEL

LEVEL

DOOR SCHEDULE

TYPE # WIDTH HEIGHT MATERIAL GLAZING FINISH HARDWAREFRAME

MATERIALFRAME

GLAZINGFRAMEFINISH COMMENTS

1 1 4' - 0 5/8" 7' - 0" WD X PAINT PER OWNER 2X4 WD TRIM X PAINT 2X4 TRIM ON EXTERIORDOORS




2 1 3' - 0" 7' - 0" WD PAINT PER OWNER 2X4 WD TRIM PAINT 2X4 TRIM ON EXTERIORDOORS






4 1 2' - 8" 6' - 8" WD PAINT PER OWNER PAINT4 2 2' - 8" 6' - 8" WD PAINT PER OWNER PAINT4 3 2' - 8" 6' - 8" WD PAINT PER OWNER PAINT4 4 2' - 8" 6' - 8" WD PAINT PER OWNER PAINT

WINDOW SCHEDULE

TYPE # WIDTH HEIGHT HEAD HEIGHTCOMMENT

S Description

A 1 6' - 0" 4' - 0" 11' - 8" 2X4 TRIM 4060 FIXEDA 2 6' - 0" 4' - 0" 11' - 8" 2X4 TRIM 4060 FIXEDA 3 6' - 0" 4' - 0" 11' - 8" 2X4 TRIM 4060 FIXEDA 4 6' - 0" 4' - 0" 11' - 8" 2X4 TRIM 4060 FIXEDB 1 6' - 0" 4' - 0" 7' - 0" 2X4 TRIM 4060 SLIDERB 2 6' - 0" 4' - 0" 7' - 0" 2X4 TRIM 4060 SLIDERB 3 6' - 0" 4' - 0" 7' - 0" 2X4 TRIM 4060 SLIDERB 4 6' - 0" 4' - 0" 7' - 0" 2X4 TRIM 4060 SLIDERC 1 4' - 0" 2' - 0" 9' - 8" 2X4 TRIM 4030 FIXED

TRANSOMC 2 4' - 0" 2' - 0" 9' - 8" 2X4 TRIM 4030 FIXED



TRANSOMD 1 2' - 0" 6' - 0" 9' - 6" 2X4 TRIM 2060 SHE 1 6' - 0" 2' - 0" 6' - 8" 2X4 TRIM 6020 SLIDERE 2 6' - 0" 2' - 0" 7' - 6" 2X4 TRIM 6020 SLIDERE 3 6' - 0" 2' - 0" 8' - 6" 2X4 TRIM 6020 SLIDERF 1 4' - 0" 4' - 0" 7' - 2" 2X4 TRIM 4040 SLIDERF 2 4' - 0" 4' - 0" 7' - 2" 2X4 TRIM 4040 SLIDERF 3 4' - 0" 4' - 0" 7' - 2" 2X4 TRIM 4040 SLIDERF 4 4' - 0" 4' - 0" 7' - 2" 2X4 TRIM 4040 SLIDERG 1 2' - 0" 4' - 0" 7' - 2" 2X4 TRIM 2040 CSMTG 2 2' - 0" 4' - 0" 7' - 2" 2X4 TRIM 2040 CSMTG 3 2' - 0" 4' - 0" 7' - 2" 2X4 TRIM 2040 CSMTG 4 2' - 0" 4' - 0" 7' - 2" 2X4 TRIM 2040 CSMTH 1 3' - 0" 4' - 0" 7' - 4" 2X4 TRIM 3040 SH/DHH 2 3' - 0" 4' - 0" 10' - 0" 2X4 TRIM 3040 SH/DHH 3 3' - 0" 4' - 0" 6' - 6" 2X4 TRIM 3040 SH/DHI 1 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 2 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 3 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 4 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 5 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 6 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 7 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTI 8 2' - 6" 2' - 6" 4' - 6" 2X4 TRIM 2026 CSMTJ 1 2' - 0" 7' - 0" 7' - 2" 2X4 TRIM SIDE LIGHTK 1 2' - 3 1/8" 4' - 3 1/8" 2X4 TRIM Fixed curb mounted

skylight

1/4" = 1'-0"G

1/4" = 1'-0"B

1/4" = 1'-0"A

1/4" = 1'-0"C

1/4" = 1'-0"F

1/4" = 1'-0"H

1/4" = 1'-0"I

1/4" = 1'-0"J

1/4" = 1'-0"1

1/4" = 1'-0"2

1/4" = 1'-0"3

1/4" = 1'-0"4

1/4" = 1'-0"D

1/4" = 1'-0"E

LEVEL

11"

1 1/2" CIRCULAR HANDRAIL1 1/2" FROM WALL MIN.

3/4" X 3/4" ROUNDHANDRAIL

2X12 SINGLE ZIGZAGSTRINGER

NON-MONOLITHIC LANDING

VERIFY MATERIALS W/OWNER

7 1/

2"3'

- 0"

CONC.FLATWORK

EXPANSION.JOINTMATERIAL(TYP.)

WOOD DOOR ANDFRAME W/ GLAZING

DOOR SWEEPPER MFR. SPECS.H.C. ACCESSIBLETHRESHOLD

CONC. SLABPER STRUCT.W/ RADIANTTUBES @ 16" O.C.

10" M

IN.

2" RIGIDINSULATION(EPS OR EQUAL)

2" RIGID INSULATION(EPS OR EQUAL)1/

4" M

AX.

AGGREGATEBASE

WATERPROOF MEMBRANE

6x HEADER PER STRUCT.

EXTERIOR PLYWD SHEATHING

FLASHING PER MFR.

EXTERIOR FINISH(SEE ELEVATION)


GLAZING SYSTEM PERMFG.CORNER BEAD

2x6 WD STUDCONSTRUCTION @ 16"O.C W/ BATTINSULATION

EXTERIOR SEALANTAND BACKER ROD

SHIM AS REQ'D.

2X4 WOOD TRIM ONALL GLAZING


WATERPROOF MEMBRANE


2x6 WD STUDCONSTRUCTION @ 16"O.C. W/ BATTINSULATION

2x DOUBLE SILL PLATE


GLAZING SYSTEM PERMFG.SHIM AS REQ'D.EXTERIOR SEALANTAND BACKER ROD

CORNER BEAD

METAL FLASHING



WATERPROOF MEMBRANE

2x6 WD STUDCONSTRUCTION @ 16"O.C. W/ BATTINSULATION (ASSEMBLYR-21 MIN.)

EXTERIOR PLYWDSHEATHING (SEE STRUCT.)


CONC. FTG.(SEE STRUCT.)

2x6 P.T. SILL PLATE W/ANCHORS PER STRUCT.

22 G.I. DRIP FLASHING

EXTERIOR SEALANT

GRADE15 MIL VAPOR BARRIER

AGGREGATE BASE




CONC. SLAB PERSTRUCT.W/ RADIANTTUBES @ 16" O.C.

WALL FINISH - VERIFY W/ OWNER

5/8" TYPE "X" GYPSUM BOARD, TYP.

BASE - VERIFY MATERIAL W/ OWNER

FLOOR FINISH VERIFY W/ OWNER

2x WD STUDCONSTRUCTION @ 16" O.C.W/ BATT INSULATION

AGGREGATE BASE

15 MIL. VAPOR BARRIER

CONC. FOOTING PER STRUCT.

CONC. SLAB PER STRUCT.W/ RADIANT TUBES @ 16" O.C.

1/2" PLYWOOD SHEATHING PERSTRUCT.


STANDING SEAMMETAL ROOFROOFINGUNDERLAYMENT

2X6 OUTLOOKERPER STRUCT.


FASCIA, PAINTED,VERIFYCOLOR W/ OWNER


RAKE FLASHING

2X DOUBLE TOP PLATEEXTERIOR FINISH(SEE ELEVATION)WATERPROOFMEMBRANE




ROUGH SAWN T1-11,PAINTED VERIFY COLORW/ OWNER





BOTTOM CHORD(SEE STRUCT.)

2X DOUBLE TOP PLATE



METAL DRIP FLASHING ANDCOUNTER FLASHING

EXTERIOR FINISH (SEE ELEVATION)

WATERPROOF MEMBRANE


EXTERIOR PLYWOOD SHEATHINGPER STRUCT.

1/2" GYP. BD.



ROUGH SAWN T1-11, PAINTED,VERIFY COLOR W/ OWNER

CONTINUOUS EAVE VENT

2X LEDGER (SEESTRUCT.)

2X BLOCKING

STANDING SEAM METALROOF (VERIFY COLORW/ OWNER) FLASH ANDGASKET AND INSTALL PERMFG. INSTRUCTIONS

ROOF UNDERLAYMENT

ROOF SHEATHING(SEE STRUCT.)

BOTTOM CHORD PERSTRUCT.

TOP CHORD PERSTRUCT.

2X FIRE BLOCKING

LSL RIM JOIST PERSTRUCT.

1/2" GYP. BD.


(2) 2X FIRE BLOCKING





WATERPROOF MEMBRANEEXTERIOR FINISH(SEE ELEVATION)



FLOOR JOIST

1/2" GYP. BD


5/8" TYPE "X"GYP. BD. Z FURRING CHANNEL


2X LVL WD STUD CONSTRUCTION(WHEREVER WALL IS TALLERTHAN STANDARD 2X6) @16" O.C. W/ BATT INSULATION

FLOOR JOISTPER STRUCT.


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

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

2XFIREBLOCKING

BATTINSULATION

2X LEDGER1/2" GYP. BD.

1/2" GYP. BD

2X LEDGER

2X FIRE BLOCKING

Z FURRING CHANNEL

5/8" TYPE "X" GYP. BD. 2X LVLCONSTRUCTIONWHEREVER WALLIS TALLER THANSTANDARD 2X6@ 16" O.C.CONTINUOUS, W/BATT INSULATION

1 1/8" WARMBOARD-STUBING @ 12" O.C.

1/2" PLYWOODSHEATHING FORSHEAR ON GRIDLINEC PER STRUCT.



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1 1/2" = 1'-0"1 STAIR DETAIL

3" = 1'-0"2 DOOR SILL

3" = 1'-0"3 FIXED WINDOW @ HEAD

3" = 1'-0"4 FIXED WINDOW @ SILL

3" = 1'-0"5 EXTERIOR WALL @ SILL

1 1/2" = 1'-0"6 DEMISING WALL @ GROUND

1 1/2" = 1'-0"7 RAKE EDGE

1 1/2" = 1'-0"8 EAVE EDGE

1 1/2" = 1'-0"9 ROOF @ WALL

1 1/2" = 1'-0"10 DEMISING WALL@ LOFT

ELECTRICAL LEGEND

GFI

C.W.

TV

T

G

3

GFI

WP

D

J

110 V. ARC FAULT CIRCUITINTERRUPTER DUPLEX OUTLET

220 V. APPLIANCE OUTLET

110 V. ARC FAULT CIRCUITINTERRUPTERFLOOR OUTLET

110 V. GROUND FAULT INTERRUPTERPROTECTED DUPLEX OUTLET

110 V. GROUND FAULT INTERRUPTERPROTECTED DUPLEX OUTLETW/WATER PROOF OUTLET

THREE-WAY SWITCH

SINGLE POLE SWITCH

DIMMER SWITCH

CEILING MOUNTED LIGHT FIXTURE

RECESSED FLUORESCENTCAN LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

1' X 4' (2) TUBE FLUORESCENTLIGHT FIXTURE

CEILING MOUNTED EXHAUST FAN

GARAGE DOOR OPENER

CEILING MOUNTED EXHAUST FAN WITH LIGHT

THERMOSTAT

SMOKE / CARBON MONOXIDECOMBINATION DETECTOR

PHONE JACK

TELEVISION CABLE OUTLET

COLD WATER SUPPLY FOR REFRIGERATOR

GAS OUTLET

GAS KEY

FLOOR MOUNTED HVAC SUPPLY REGISTER

HVAC SUPPLY REGISTER MOUNTED INTOE-KICK OR ON FACE OF SOFFIT ORWALL ABOVE (SEE PLAN)

SINGLE TUBE FLOURESCENTMOUNTED UNDER CABINET

CEILING FAN WITH FLUORESCENTLIGHT FIXTURE

JUNCTION BOX

ILLUMINATED EXIT SIGN - CEILING MOUNTED

ILLUMINATED EXIT SIGN - WALL MOUNTED

S

S

S

LIVING ROOM2B

LIVING ROOM2A


MECHANICAL ROOM2A

BATHRM.2B

BATHRM.2A

KITCHEN2B

KITCHEN2A

ENTRY2A

CO

UN

TER

UP

LIVING ROOM2C

KITCHEN2C

ENTRY2D

KITCHEN2D

LIVING ROOM2D

UP

BATHRM.2C

BATHRM.2D

3S

3S

S

MAINELECTRICALPANEL

ELECTRICALSUB PANEL

GFIWP

GFIWP

3S

3S

3S

UP UP

S

UP

3S

GFIWP

3S

GFIWP

3S

3SUP

S

3S

GFIWP

3S

GFIWP

3S

3SUP

S

3S

S

GFIWP

GFIWP

3S

3S

3S

UP

ELECTRICALSUB PANEL

GAS

1.ALL ACCESSIBLE UNITS, ALL RECEPTACLES AND SWITCHESSHE BE LOCATED IN ACCORDANCE WITH CHAPTER 5 OF THEFAIR HOUSING ACT REGULATIONS 24 CFR

2. IN ACCESSIBLE UNITS, ALL RECEPTACLES SHALL BE AT AMINIMUM OF 15" TO CENTER ABOVE FINISH FLOOR

3. IN ACCESSIBLE UNITS, ALL LIGHT SWITCHES SHALL BE ATA MINIMUM OF 48" TO CENTER ABOVE FINISH FLOOR.

GENERAL NOTES

284.00 SF

LOFT2B

281.00 SF

LOFT2A

DN

OPEN TO BELOWOPEN TO BELOW OPEN TO BELOW

DN

284.00 SF

LOFT2C

OPEN TO BELOW

13/6

4"11

/64"

3SDN

3SDN

3SDN

3SDN

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1/4" = 1'-0"2 LOFT LEVEL PLAN - BUILDING 2 ELECTRICAL

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1 1

2 2

3 3

4 4

B C D E FA

R 1' - 2" R 1' - 2" R 1' - 0"

4' - 0"

AB

CDD

4" F C/O

2" VTR

4" WASTE

1 1/2" VTR1 1/2" VTR

4" TO SANITARYSEWER

2" WALL C/O

1 1/2" VTR

2" W

2" W

2" SD2" SD

2" WALL C/O

2" WALL C/O 2" WALL C/O4" - 2 WAY C/O2"

2"

2" W 2" W

2" W C/O

2" W C/O

2" W C/O 2" W C/O

2" W C/O

2" W

2" W

2" SD2" SD

2" WALL C/O

2" WALL C/O 2" WALL C/O

2" W C/O

ALL WASTE AND VENTTO BE DWV PVC PIPEAND FITTING'S

LEGENDA. 40 MBH BOILER

B. 2" FLOOR SINK

C. DOMESTIC HOW WATER

D. SOLAR STORAGE

FLOOR DRAIN (VARYING SIZES)

VENT

WASTE

WASTE

VENT

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B C D E FA

R 1' - 2" R 1' - 2" R 1' - 0"

4' - 0"

1" H+CWHB

TO BACKFLOWMETER 1" CW

1" HW

1/2" HWR

3/4" H&C 3/4" H&C

NOTE: ALL HW MAINS AND RECEIVESYSTEMS TO BE INSULATED WITH 1/2"WALL CLOSED CELL FOAM.

ALL UNDER SLAB WATER PIPING TO BEPEX WITH 1/2" WALL CLOSED CELL FOAM.

A LINE 1 1/4" C 1 1/4" C

3/4" H1/2" HWC

1/2" H&CUNDER SLAB

1/2" H

&CUN

DER

SLAB

UNDER SLAB

ABOVE GRADEABOVE GRADE

UNDER SLAB UNDER SLAB

1/2" H&C

UNDER SLAB

1/2" H&C

UNDER SLAB

1/2" H&C 1/2" H&C

1/2" HWRECEIVER

ABOVE GRADE

ABOVE GRADEABOVE GRADE

ABOVE GRADE

WATER SHUT OFF

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MAIN AND WASTE ISOMETRIC MECHANICAL ROOM

MAINS

8' - 0"

FROM E.O.P.

5' - 0" S

ETBACK

PROPERTY LINE

SETBACK

EXISTING BUILDING

EXISTINGBUILDING

EXISTINGBUILDING

EXISTING PAVED PARKING AREA

30' - 0" PUE

40' - 0" PUE

WHITE FIR STREETTR

UCKE

E RI

VER

2A2B

22' x 9'-6" CONCRETE SLABPER STRUCTURAL

TREE MUST BECUT BACK ORREMOVED

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UTILITIES

CONTEXT

dancing river community: building 2...1680 montclair ave.,suite b a302 elevations - building 2...

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