© 2017 intrinsik cottonwood corner - nhb, llc · 2017-04-18 · nhb 111 north tracy avenue bozeman...

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A0.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

COVER SHEET

S. COTTONWOOD RD.BOZEMAN, MT 59718

CD

01/09/2016

NHB

111 North Tracy Avenue

Bozeman Montana, 59715

Ph. (406) 582-8988 Fx. (406) 582-8911intrinsikarchitecture.com

BOZEMAN, MT 59718

JANUARY 09, 2017 ISSUED FOR: PERMIT REVIEW

Intrinsik Architecture, INC.Architect

S. COTTONWOOD RD

Owner/Contractor

COTTONWOOD CORNER APARTMENTS

DRAWING INDEX

GENERAL

A0.1 COVER SHEET

A0.2 NOTES

P.O. BOX 11530

BOZEMAN, MT 59719

Ph. (406) 570-7345nhbmt.biz

1091 Stoneridge Dr.

Bozeman, MT 59718

Ph.(406)-587-1115Fx.(406)-587-9768

chengineers.com

C&H Engineering & Surveying Inc. Structural Engineer

12 UNIT BUILDING

4249 Cover St.

Bozeman, MT 59718

Ph. (406)-587-4873design5la.com

Design 5 Landscape Architecture Landscape Architect

1091 Stoneridge Dr.

Bozeman, MT 59718

Ph.(406)-587-1115Fx.(406)-587-9768

chengineers.com

C&H Engineering & Surveying Inc. Civil Engineer

24 S. Wilson Ave, Suite 1A

Bozeman, MT 59715

Ph. (406)-582-8288tremt.com

Three Rivers Engineering, Inc. MEP

CIVIL

C0.1 EXISTING PLAT

C1.0 OVERALL SITE PLAN

C2.0 SITE GRADING, DRAINAGE & UTILITY PLAN

C3.0 CIVIL DETAILS

LANDSCAPE

L100 LANDSCAPE SITE PLAN

L101 LANDSCAPE NOTES

L102 PLANTING PLAN - LOT 1A

L103 PLANTING PLAN - LOT 1B

L501 LANDSCAPE DETAILS



L701 IRRIGATION PLAN

ARCHITECTURAL

A1.1 SITE PLAN

A1.2 SITE PLAN DIAGRAMS

A1.3 SITE DETAILS

A1.4 ROOF, FLOOR, & WALL ASSEMBLIES

A2.0 CRAWLSPACE PLAN & RADON MITIGATION

A2.1 FIRST & SECOND FLOOR PLAN

A2.2 THIRD FLOOR & ROOF PLAN

A2.3 PLAN TYPES 1&2

A3.1 ELEVATIONS

A4.1 BUILDING SECTIONS

A5.1 SECTION DETAILS



A5.4 STAIR SECTIONS & DETAILS

A6.1 DOOR/WINDOW SCHEDULE & DETAILS

A7.1 INTERIOR ELEVATIONS

STRUCTURAL

S1.0 FOUNDATION PLAN

S2.0 FRAMING PLANS

S3.0 STRUCTURAL NOTES

S3.1 STRUCTURAL DETAILS



MECHANICAL

ME1.0 SITE PLAN MECHANICAL & ELECTRICAL

M1.1 MECHANICAL

M2.1 ENLARGED HVAC

M3.1 MECHANICAL SCHEDULES & DETAILS

M3.2 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

E1.1 ELECTRICAL

E2.1 ENLARGED ELECTRICAL

E3.1 SCHEDULES & DETAILS

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A

A2.1 1/4" = 1'-0"

FLOOR PLAN

ENTRY100

1REVISION CLOUD AND NUMBER

BUILDING ELEVATION INDICATOR

DOOR TAG

WINDOW TAG

INTERIOR ELEVATION CALLOUT

EXTERIOR ELEVATION CALLOUT

DETAIL CALLOUT

DETAIL CALLOUT

BUILDING CROSS-SECTION

DRAWING BREAK LINE

ROOM NAME

DRAWING ORIENTATION INDICATOR

DRAWING TITLE AND SCALE

GRAPHIC SYMBOLS:

GENERAL NOTES:

1. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THIS ARCHITECT WHETHER THE PROJECT FOR WHICH THEY

WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE

PROJECT OWNER OR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS, ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH THIS ARCHITECT.

2. CHANGES TO OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT SHALL BE CONSIDERED TO BE

UNAUTHORIZED AND SHALL RESULT IN THE PARTY MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGS BEING HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTING FROM SUCH CHANGES.

3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROJECT IN ACCORDANCE WITH

THE TERMS AND CONDITIONS OF THE OWNER/CONTRACTOR AGREEMENT AND IN CONFORMANCE WITH THE GOVERNING CODES AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT.

4. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE, AND

FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES.

5. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

6. ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT.

FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUBSEQUENT CONSTRUCTION ACTIVITY SHALL RELIEVE THE ARCHITECT OF ALL LIABILITIES AND/OR

ANY OTHER CONSEQUENCE.

7. DO NOT SCALE THE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. SHOULD DIMENSIONAL ERRORS OCCUR, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.

9. ANY CHANGE WHICH RESULTS IN EXTRA COST OR TIME SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION OF THE OWNER AND ARCHITECT.

10. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS OF WORK, AT HIS OWN EXPENSE, FOR WORK INSTALLED IN CONFLICT WITH THE

CONTRACT DOCUMENTS.

12. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS DIRECTLY AND SEPARATELY EMPLOYED BY THE OWNER FOR TIMELY STORAGE

AND INSTALLATION OF THEIR PRODUCT.

13. CONTRACTOR SHALL KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIAL AND RUBBISH. PREMISES ARE TO BE SWEPT CLEAN DAILY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, ALL FIXTURES, EQUIPMENT, CABINETRY, GLAZING, FLOORING, ETC. SHALL BE LEFT CLEAN AND READY

FOR OCCUPANCY.

14. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE THROUGHOUT CONSTRUCTION.

15. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY SIZE AND LOCATIONS OF DUCT AND PLUMBING RUNS WITH MECHANICAL CONTRACTOR PRIOR TO FRAMING

WALLS AND CEILINGS.

16. CONTRACTOR SHALL NOT PERMIT SMOKING IN BUILDING.

17. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.

18. THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO", "EQUIVALENT", OR "APPROVED

EQUAL" ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.

19. EXPOSED FRAMING TO BE DOUGLASS FIR, NO. 1 U.N.O. FREE FROM LOOSE KNOTS, SPLITS, OR CHECKS.

20. CONTRACTOR TO COVER AND PROTECT ALL EXPOSED CONCRETE FLOORS THROUGHOUT CONSTRUCTION PROCESS. COVERING SHOULD NOT BE TAPED OR ADHERED DIRECTLY TO CONCRETE.

21. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS

TO THE ELEVATION OR DETAIL NOTED, UNLESS NOTED OTHERWISE. VERIFY DIMENSIONS AND ORIENTATIONS OF PLAN.

22. WHERE SHOP DRAWINGS, SUBMITTALS, OR SUBSTITUTION REQUESTS ARE REQUESTED OR REQUIRED FOR REVIEW, THE CONTRACTOR SHALL SUBMIT 4 COPIES OF

THE REQUESTED INFORMATION TO THE ARCHITECT. THE CONTRACT0R SHALL GIVE THE ARCHITECT TWO WEEKS MINIMUM FOR APPROVAL OF THE ABOVE MENTIONED

SUBMITTALS.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS, ETC.) TO THE TRADES UNDER THEIR

JURISDICTION.

24. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THOSE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR.

25. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM.

26. CONSULTANT WORK THAT IS NOT A PART OF THESE CONTRACT DOCUMENTS HAS NOT BEEN COORDINATED BY THE ARCHITECT. THE CONTRACTOR SHALL NOTIFY

THE ARCHITECT OF ANY DISCREPANCIES THAT PREVENT EXECUTION OF WORK COVERED BY THESE DOCUMENTS.

27. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL WALK THROUGH THE PROJECT WITH THE ARCHITECT AND COMPILE A "PUNCH LIST' OF CORRECTIONS, UNSATISFACTORY, OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS.

28. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE YEAR FROM APPROVAL FOR FINAL PAYMENT.

29. THE GENERAL CONTRACTOR IS TO FACILITATE A WALK-THROUGH OF THE PROJECT WITH THE OWNER TO SHOW THE BASIC OPERATION AND MAINTENANCE OF ALL

EQUIPMENT AND PRODUCTS INSTALLED ON THE PROJECT.

30. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL OPERATING, MAINTENANCE, AND WARRANTY INFORMATION FOR ALL EQUIPMENT AND

PRODUCTS INSTALLED ON THE PROJECT.

PROJECT INFORMATION:

ROOM NUMBER

ABBREVIATIONS: VICINITY MAP:

PROJECT NAME:

COTTONWOOD CORNER APARTMENTS

ARCHITECT'S PROJECT IDENTIFICATION:

NMD

PROJECT OWNER:NHB

P.O. BOX 11530

BOZEMAN, MT 59719

PROJECT LOCATION:

96 S. COTTONWOOD RD. BOZEMAN, MT

LEGAL DESCRIPTION:

LOT 1A, MINOR SUBDIVISION NO. 340, LOCATED IN THE SW 1/4, SECTION 10, T. 2 S., R. 5 E. OF P.M.M.,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA

PROJECT DESCRIPTION:

THREE STORY - 12 UNIT APARTMENT BUILDING ON UNDEVELOPED PARCEL

APPLICABLE CODES:

2012 I.B.C., 2012 I.M.C., 2012 I.F.G.C., 2012 I.E.C.C., 2014 N.E.C.

2016 BOZEMAN UNIFIED DEVELOPMENT ORDINANCE

CITY ZONING CLASSIFICATION:

B-1

OCCUPANCY:GROUP R-2

CONSTRUCTION TYPE:

V-B NON-RATEDNFPA 13-R AUTOMATIC SUPPRESSION SYSTEM

IBC HEIGHT/AREA SUMMARY

HEIGHT:

CONSTRUCITON TYPE VB

MAX STORIES PER IBC 503: 2(+1 WITH NFPA 13-R FIRE SPRINKLER SYSTEM PER IBC 504.2)

BUILDING HEIGHT = 3 STORIES WITH ALLOWED INCREASE FOR FIRE SUPPRESSION SYSTEMPER IBC 504.2

AREA:

MAXIMUM AREA ALLOWED PER IBC 503: TYPE VB CONSTRUCTION: 7,000 SF/STORYBUILDING AREA PER STORY: 3,902 SF

NO AREA INCREASE REQUIRED PER TABLE 503

1t

1t

X

A1.1

F.F.E.100'-0"

N

@ ATA.B. ANCHOR BOLTA/C AIR CONDITIONINGACC PNL ACCESS PANELAC. ACOUSTICALACT ACOUSTICAL CEILING TILEAD AREA DRAINADJ ADJACENTA.F.F. ABOVE FINISHED FLOORA.I.B. AIR INFILTRATION BARRIERALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEAPPD. APPROVEDARCH ARCHITECTAUTO AUTOMATICAWB AIR & WEATHER RESISTIVE

BARRIERBBD BULLETIN BOARDBD BOARDBITUM BITUMINUOUSBL BUILDING LINE BLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLDG BUILDINGBLKG BLOCKINGBM BEAM/BENCH MARKBO BY OWNERB.O. BOTTOM OFBOT BOTTOMBRK BRICKBRG BEARINGB/S BUILDING STANDARDBSBD BASEBOARDBSMT BASEMENTBTW BETWEENBTM/BOTT BOTTOMBTWN BETWEENB.O.W. BOTTOM OF WALLBU BUILT UPCAB CABINETCAP CAPACITYCB CATCH BASINCBD CHALK BOARDCB-ICF CEMENT BASED INSULATED CONCRETE FORMCD CEILING DIFFUSERC.F. CEMENT FIBER (SIDING AND TRIM)/CUBIC FEETCL CENTERLINEC.B. CATCH BASINC.C. CENTER TO CENTERCDX EXTERIOR GRADE PLYWOODC.T. CERAMIC TILECG CEILING GRILL/CORNER GUARDCH CHANNELCI CAST IRON/CUBIC INCHESECJ CONTROL JOINTCLG CEILINGC.L.L. CONTRACT LIMIT LINECL CENTER LINECLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCMNT CEMENTCMT CERAMIC MOSAIC TILECO CLEAN OUTCOL/COLS COLUMN/COLUMNSCONC CONCRETECOND CONDITIONCONF CONFERENCECONN CONNECTIONCONST CONSTRUCTIONCTRD CENTEREDCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCR CEILING REGISTERCT CERAMIC TILECTR COUNTERCUH CABINET UNIT HEATERCW COLD WATERCY CUBIC YARDDBL DOUBLEDEPT DEPARTMENTDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDL DEAD LOADDN DOWNDP DEMOUNTABLE PARTITIONDR DOORDWR DRAWERDS DOWNSPOUTDTL/DET DETAILDWG DRAWINGE. EXISTINGEA EACHEIFS EXTERIOR INSULATION FINISH SYSTEME.J. EXPANSION JOINTEL/ELEV ELEVATION -HEIGHT/ELEVATORELEC ELECTRICALENCL ENCLOSUREEO ELECTRICAL OUTLETEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRICAL WATER COOLEREWH ELECTRICAL WATER HEATEREWC ELECTRICAL WATER COOLEREWH ELECTRICAL WATER HEATEREXH EXHAUSTEXP EXPANSIONEXT EXTERIOREWA EXTERIOR WALL ASSEMBLYFA FIRE ALARMFABR FABRICATEFAH FIRE ALARM HORNFAS FIRE ALARM STATIONFBR FACE BRICKF.B.O. FURNISHED BY OTHERSFD FLOOR DRAINFDN/FDTN FOUNDATIONFFHB FROST FREE HOSE BIBFG FINISH GRADEFH FIRE HYDRANTFIN. FLOOR TOP OF FLOOR SHEATHINGFIN FINISHFIO FURNISHED AND INSTALLED BY OWNERFIX/FXTR FIXTUREF.O. FACE OFFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFLR/FL FLOORFLUOR FLUORESCENTFND FEMININE NAPKIN DISPENSER/DISPOSALFOC FACE OF CONCRETEFOIC FURNISHED BY OWNER AND INSTALLED BY CONTRACTORFOP FACE OF PLYWOODFOS FACE OF STUDFOW FACE OF WALLFT FOOT OR FEETFTG FOOTINGFTIC FURNISHED BY TENANT & INSTALLED BY CONTRACTORFE FIRE EXTINGUISHER

GA GAUGEGB GRAB BARGALV GALVANIZEDG.C. GENERAL CONTRACTORGEN GENERALG.F.I. GROUND FAULT INTERRUPTORGI GALVANIZED IRONGL GLASSGLB GLUE LAMINATED BEAMGRD GRADE/GRIDGS GALVANIZED STEELGWB GYPSUM WALL BOARDGYP. BD. GYPSUM BOARDHB HOSE BIBHC HOLLOW CORE/HANDICAPPEDHD BD HARD BOARDHDR HEADERHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHT HEIGHTHTG HEATINGHVAC HEATING, VENTILATION, AIR CONDITIONINGHW HOT WATERIN INCHINCL INCLUDE (D) (ING)INFO INFORMATIONINSUL INSULATION (ED) (ING)INT INTERIORIWA/IW INTERIOR WALL ASSEMBLYJAN JANITORJST JOISTJT JOINTLAV LAVATORYLF LINEAL FOOTLTG LIGHTINGLVR LOUVERM MEN'SMANUF MANUFACTURERMAT MATERIALMAX MAXIMUMMECH MECHANICALMC MEDICINE CLOSETMDF MEDIUM DENSITY FIBER BOARDMEMB MEMBRANEMEZZ MEZZANINEMH MAN HOLEMIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALMULL MULLIONN NORTHNA NOT APPLICABLENAT NATURALNIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOA OVER ALLO.C. ON CENTEROD OUTSIDE DIAMETEROH OVERHEAD/OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPART.BD. PARTICLE BOARDPART PARTITIONPC PRECAST CONCRETEPL PLATEPLAM PLASTIC LAMINATEPLAST PLASTICPLWD PLYWOODPND PAPER NAPKIN DISPENSERPNL PANELPR PAIRPSL PARALLEL STRAND LUMBERPT POINTPTD PAPER TOWEL DISPENSERPTD/R PAPER TOWEL DISPENSER/RECEPTACLEPVMT PAVEMENTP.V.C. POLYVINYLCHLORIDEQTY QUANTITYR/RAD RADIUSR RISERRA ROOF/CEILING ASSEMBLYRB RUBBER BASERD ROOF DRAINRDWD REDWOODRE: REGARDINGREC RECESSEDREF REFERENCEREFR REFRIGERATORREINF REINFORCINGREQD REQUIREDRES RESILIENTRM ROOMRO ROUGH OPENINGRV ROOF VENTR&S ROD AND SHELFS SOUTHSACT SUSPENDED ACOUSTICAL CEILING TILESAT SUSPENDED ACOUSTICAL TILE CEILINGSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISPENSERSECT SECTIONSF SQUARE FEETS.G. SUPPLY GRILLSGL SAFETY GLASSSHLVS SHELVESSHLVNG SHELVINGSHT SHEETSHTG SHEATHINGSHWR SHOWERSIM. SIMILARS.I.P. STRUCTURAL INSULATED PANELSLNT SEALANTSM SURFACE MOUNTEDSOG SLAB ON GRADES.STL./SS STAINLESS STEELSPEC SPECIFICATIONSSS SERVICE SINKSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUBFLR SUBFLOORSUSP SUSPENDEDS&V STAIN AND VARNISHSV SHEET VINYLSY SQUARE YARDSSD SEE STRUCTURAL DRAWINGST TREAD/THERMOSTATTB TOWEL BARTEL TELEPHONETEMP TEMPERATURET&G TONGUE AND GROOVET.ALUM. TUBULAR ALUMINUMT.B. TEST BORETHK THICKTHRU THROUGHT.J.I./TJI TRUSS JOIST INCORPORATEDT.O. TOP OFT.O.B. TOP OF BEAMT.O.C TOP OF CONCRETET.O..P. TOP OF PLATE

T.O. FTG TOP OF FOOTINGT.O.S. TOP OF STEELT.O. SL. TOP OF SLABT.O.W. TOP OF WALLTP TOILET PAPER HOLDERTPD TOILET PAPER DISPENSERTPG TOPPINGTR/TRD TREADT.S. TUBULAR STEELTV TELEVISIONTYP TYPICALUBC UNIFORM BUILDING CODEUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUR URINALUV UNIT VENTILATORVAC VACUUM OUTLETVAR VARIESVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVEST VESTIBULEVG VERTICAL GRAINVIN VINYLVP VENEER PLASTICVT VINYL TILEVWC VINYL WALL COVERINGW WEST/WOMEN/WIDTHW/ WITHW/O WITH OUTWB WOOD BASEWC WATER CLOSETWD WOODW/D WASHER/DRYERWGW WINDOWWGL WIRE GLASSWH WATER HEATERWM WIRE MESHWNDW WINDOWWP WATERPROOFWR WATER RESISTANTWS WEATHERSTRIPWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHX BYYH YARD HYDRANT

PROJECT SITE

IBC EGRESS WIDTH SUMMARY

OCCUPANT LOAD PER IBC 1005.1:3902 SF / 200 = 20 OCCUPANTS PER FLOOR

20 OCCUPANTS / 2 STAIRS = 10 OCCUPANTS PER STAIR

10 OCCUPANTS x .3" = 3" MIN. WIDTH

PER IBC 1009.4: MINIMUM EGRESS WIDTH IS 36"FOR OCCUPANT LOADS OF 50 PEOPLE OR LESS

3" < 36"

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© 2

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111 N

ort

h T

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Bozem

an,

Monta

na

59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

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A0.2

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

NOTES


CD

01/09/2016

BUILDING SQUARE FOOTAGE

FIRST FLOOR 3,967 SF

SECOND FLOOR 3,902 SF

THIRD FLOOR 3,902 SF

TOTAL 11,771 SF

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W WW W W

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X XX X X

COTTONWOOD ROAD(ARTERIAL, 120'-0" R.O.W)

WE

ST

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BC

OC

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TR

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OR

, 90'-

0"

R.O

.W)

NEW DETENTION POND & SNOW STORAGE

NEW DETENTION POND & SNOW STORAGE

LOT 1AZONING: B-175,735 SQ. FT.

1.7386 ACRES

LOT 1BZONING: R-O86,619 SQ. FT.

1.9885 ACRES

EXIST 15" PVC STORM DRAIN

OVERHEAD POWER LINES

EXIST 15" PVC STORM DRAIN

EXISTING SIDEWALK

EXISTING DUMPSTER ENCLOSURE

PIPE PORTION OF EXISTING UNNAMED TRIBUTARY. CONNECT TO EXISTING CULVERT. SEE CIVIL

EX

IST

ING

SID

EW

ALK

116 S. COTTONWOOD ROAD

BUILDING 1

116 S. COTTONWOOD23,925 SQ. FT.

(21 UNITS)


BUILDING 2

106 S. COTTONWOOD23,925 SQ. FT.

(21 UNITS)

96 S. COTONWOOD ROAD

BUILDING 3

13,134 SQ. FT.(12 UNITS)


BUILDING 4

13,134 SQ. FT.(12 UNITS)


BUILDING 5

13,134 SQ. FT.(12 UNITS)

DETENTION POND

CO

MP

AC

T

CO

MP

AC

T

CO

MP

AC

T

CO

MP

AC

T

B

B

B

B

B

B

B

B

B

B B

SM

SM SM

B

BBB B

SITE

VIS

ION

TRIA

NG

LE

SITE VISION TRIANGLE

FIRE HYDRANT

SM SM

BIKE RACK

BIKE RACK

BIKE RACK

BIKE RACK

EX

IST

ING

PA

RK

ING

ON

AD

JAC

EN

T P

RO

PE

RT

Y

SM SMSM SMSM SMSM SM

SMSM SM

SM SMSM SM

SM SMSM SM

SM SMSM SM

B

B B B

BB

V

A A

V V

BENCH

ADJACENT ZONING: B-1ADJACENT ZONING: B-2

ADJACENT ZONING: B-1

ADJACENT ZONING R-O

BENCH

E

PAVILION

DUMPSTER ENCLOSURE

DUMPSTER ENCLOSURE

E

STAFFORD STREET

LANDSCAPING BERM

LANDSCAPING BERM

PLAY DECKPLAY DECK

(LOCAL, 60'-0" R.O.W)

FIRE HYDRANT

COMMON OPEN SPACE

TO

TA

L P

RO

PE

RT

Y L

INE

273

.93'

PR

OP

ER

TY

LIN

E 8

2.0

0'

PROPERTY LINE 47.00'

PR

OP

ER

TY

LIN

E 4

5.0

0'

PROPERTY LINE 50.96'PR

OP

ER

TY

LIN

E 3

7.0

0'

PROPERTY LINE 97.78'PROPERTY LINE 198.96'PROPERTY LINE 316.65'

PR

OP

ER

TY

LIN

E 1

91.9

3'

TOTAL PROPERTY LINE 613.38'

TO

TA

L P

RO

PE

RT

Y L

INE

273

.87'

PROPERTY LINE 315.88' TOTAL PROPERTY LINE 614.01' PROPERTY LINE 298.13'

PR

OP

ER

TY

LIN

E 2

73.9

0'

E

BENCHS

CLUSTER MAIL BOX

CLUSTER MAIL BOX

ELECTRICAL TRANSFORMER

ELECTRICAL TRANSFORMER

WM

WM WM WM WM WM WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM WMWM WM

WM WM WM WM WM WM

HANDRAILS

STEPS

C

C

C

C

FUTURE DRIVE ACCESS TO STAFFORD STREET

(3 SPACES W/FUTURE DRIVEACCESS)

BENCH BENCH

PORTION OF EXISTING UNNAMED TRIBUTARY OF BAXTER CREEK TO REMAIN

EXISTING CULVERT

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C

CO

MP

AC

T

C NEW STREETLIGHT

WIDENED STREET

EXISTING EDGE OF STREET

EXISTING DRAINAGE PIPE

7 S

PA

CE

S6

SP

AC

ES

4 S

PA

CE

S

5 SPACES 6 SPACES

12 SPACES 11 SPACES

9 SPACES

6 SPACES 6 SPACES4

SP

AC

ES

4 S

PA

CE

S

8 S

PA

CE

S

8 S

PA

CE

S

8 S

PA

CE

S

7 S

PA

CE

S5

SP

AC

ES

4 S

PA

CE

S

10 SPACES 8 SPACES 7 SPACES

7 SPACES9 SPACES11 SPACES

A

A

50'-1

1"

49'-3" 98'-2" 93'-0" 28'-0" 28'-0" 62'-3"

81'-1

1"

50'-1

1"

111'

-4"

87'-6

"

LOT 1A (ZONING: B-1)

TOTAL LOT AREA = 75,735 SQ. FT.

TOTAL BUILDING FOOTPRINT = 13,134 SQ. FT.

TOTAL BUILDING AREA = 39,402 SQ. FT.

PERCENT LOT COVERAGE = 17% (100% ALLOWED)

F.A.R. (FLOOR AREA RATIO) = .520 (.500 MIN. REQUIRED)

DWELLING DENSITY (36 UNITS / 1.74 ACRES) = 20.7 UNITS/ ACRE

TOTAL LANDSCAPED AREA = 35,267 SQ. FT. (46% OF PARCEL)

LOT 1B (ZONING: R-O)




PERCENT LOT COVERAGE = 18% (50% MAX. ALLOWED)

F.A.R. (FLOOR AREA RATIO) = .552

DWELLING DENSITY (42 UNITS / 1.98 ACRES) = 21.2 UNITS/ ACRE ( 6 UNITS / ACRE MIN.)


SITE DATA

TOTAL DRIVEWAY CIRCULATION & PARKING AREA = 54,645 SF (34% OF TOTAL SITE)

TOTAL PARKING SPACES REQUIRED = 168 (INCLUDING 6 ACCESSIBLE SPACES)

TOTAL PARKING SPACES PROVIDED = 172 (INCLUDING 6 ACCESSIBLE SPACES)

TOTAL COMPACT SPACES = 31 ( 18% OF TOTAL SPACES PROVIDED)

PARKING

TOTAL BIKE PARKING SPACES REQUIRED = 16 (10% OF 168 CAR PARKING SPACES)

TOTAL BIKE PARKING SPACES PROVIDED = 24

BIKE PARKING

LOT 1B PARCEL = 86,619 SQ. FT. (1.9885 ACRES)

LOT 1A PARCEL = 75,735 SQ. FT. (1.7386 ACRES)

COMMON OPEN SPACE PARCEL = 5,736 SQ. FT. (.1317 ACRES)

TOTAL SITE AREA = 168, 090 SQ. FT. (3.90 ACRES)

COMBINED AREA LOTS 1A &1B = 162,354 SQ. FT. (3.72 ACRES)

TOTAL DWELLING UNITS = 21

18 - 2 BEDROOMS3 - 4 BEDROOMS

BUILDING 1



BUILDING 2


12 - 2 BEDROOMS

BUILDING 3


12 - 2 BEDROOMS

BUILDING 4


12 - 2 BEDROOMS

BUILDING 5

PARKLAND EQUIVALENT

TOTAL REQUIRED (12 UNITS/ ACRE x 3.72 ACRES x .03)* = 1.34 ACRES

TOTAL PROVIDED WITH IMPROVEMENTS IN LIEU = 1.34 ACRES

*NET RESIDENTIAL DENSITY PER BMC SECTION 38.42.2020

PARKING

TOTAL REQUIRED (42 UNITS x 150 SF) = 6,300 SQ. FT. (7% OF LOT 1B)

LANSCAPED OPEN SPACE AREA ON SITE (LOT 1B) = 13,809 SQ. FT (16% OF LOT 1B)TOTAL OPEN SPACE PROVIDED = 10,277 SQ. FT

BENCHES PROVIDED: 2 (2 REQUIRED)

REQUIRED RESIDENTIAL OPEN SPACE

TOTAL REQUIRED (36 UNITS x 150 SF) = 4,800 SQ. FT. (6% OF LOT A)

BALCONIES (24 x 78 SQ. FT.) = 1,872 SQ. FTOPEN SPACE AREA ON SITE = 29,790 SQ. FT (39% OF LOT A)TOTAL OPEN SPACE PROVIDED = 31,662 SQ. FT



(18) 2-BEDROOM UNITS x 2 SPACES/ UNIT = 36 SPACES(3) 4-BEROOM UNITS x 4 SPACES/ UNIT = 12 SPACES

BUILDING 1:


BUILDING 2:

(12) 2-BEDROOM UNITS x 2 SPACES/ UNIT = 24 SPACES

BUILDING 3:


BUILDING 4:


BUILDING 5:

PARKING CALCULATIONS

(PER BMC 38.27.020)

LIGHTING & SIGNAGE SYMBOL LEGEND

LIGHTING FIXTURE TYPE B: BOLLARD PATH LIGHT

LIGHTING FIXTURE TYPE S: CEILING MOUNTED LIGHT

A

B

S

V VAN ACCESIBLE HANICAPPED PARKING SPACE SIGN

HANDICAPPED PARKING SPACE SIGN

C COMPACT PARKINGS SPACE SIGN

LIGHTING FIXTURE TYPE W: WALL MOUNTED LIGHTWM

LINE TYPE LEGEND

PROPERTY LINE

SETBACK LINE

FENCE

COMMUNICATION LINE

WATER LINE

FIRE SERVICE LINE

GAS LINE

ELECTRICAL LINE

SEWER LINE

A R

C H

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A1.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

SITE PLAN


CD

01/09/2016

N NORTH 1" = 30'-0"A1.1

1 SITE PLAN

No

.D

escri

pti

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Date

1C

ITY

OF

BO

ZE

MA

N R

EV

ISIO

N2

017

.02

.24


WE

ST

BA

BC

OC

K S

TR

EE

T(C

OL

LE

CT

OR

, 90'-

0"

R.O

.W)

LOT 1A75,735 SQ. FT.

1.7386 ACRES

25' FRONT YARD SETBACK

10' REAR YARD SETBACK

BUILDING 1

21,746 SQ. FT.(21 UNITS)

BUILDING 2

21,746 SQ. FT.(21 UNITS) BUILDING 3

12,804 SQ. FT.(12 UNITS)

BUILDING 4

12,804 SQ. FT.(12 UNITS)

BUILDING 5

12,804 SQ. FT.(12 UNITS)

BIKE RACK

LOT 1B75,735 SQ. FT.

1.9885 ACRES


WE

ST

BA

BC

OC

K S

TR

EE

T(C

OL

LE

CT

OR

, 90'-

0"

R.O

.W)

LOT 1A75,735 SQ. FT.

1.7386 ACRES

LOT 1B75,735 SQ. FT.

1.9885 ACRES

BUILDING 1

21,746 SQ. FT.(21 UNITS)

BUILDING 2

21,746 SQ. FT.(21 UNITS)

BUILDING 3

12,804 SQ. FT.(12 UNITS)

BUILDING 4

12,804 SQ. FT.(12 UNITS)

BUILDING 5

12,804 SQ. FT.(12 UNITS)

PHASE 1 PHASE 2

LOT 1A (ZONING: B-1)




PERCENT LOT COVERAGE = 17% (100% ALLOWED)

F.A.R. (FLOOR AREA RATIO) = .520 (.500 MIN. REQUIRED)

DWELLING DENSITY (36 UNITS / 1.74 ACRES) = 20.7 UNITS/ ACRE


LOT 1B (ZONING: R-O)




PERCENT LOT COVERAGE = 18% (50% MAX. ALLOWED)

F.A.R. (FLOOR AREA RATIO) = .552

DWELLING DENSITY (42 UNITS / 1.98 ACRES) = 21.2 UNITS/ ACRE ( 6 UNITS / ACRE MIN.)


SITE DATA

TOTAL DRIVEWAY CIRCULATION & PARKING AREA = 54,645 SF (34% OF TOTAL SITE)

TOTAL PARKING SPACES REQUIRED = 168 (INCLUDING 6 ACCESSIBLE SPACES)

TOTAL PARKING SPACES PROVIDED = 172 (INCLUDING 6 ACCESSIBLE SPACES)

TOTAL COMPACT SPACES = 31 ( 18% OF TOTAL SPACES PROVIDED)

PARKING

TOTAL BIKE PARKING SPACES REQUIRED = 16 (10% OF 168 CAR PARKING SPACES)

TOTAL BIKE PARKING SPACES PROVIDED = 24

BIKE PARKING

LOT 1B PARCEL = 86,619 SQ. FT. (1.9885 ACRES)

LOT 1A PARCEL = 75,735 SQ. FT. (1.7386 ACRES)

COMMON OPEN SPACE PARCEL = 5,736 SQ. FT. (.1317 ACRES)

TOTAL SITE AREA = 168, 090 SQ. FT. (3.90 ACRES)

COMBINED AREA LOTS 1A &1B = 162,354 SQ. FT. (3.72 ACRES)



BUILDING 1



BUILDING 2


12 - 2 BEDROOMS

BUILDING 3


12 - 2 BEDROOMS

BUILDING 4


12 - 2 BEDROOMS

BUILDING 5

PARKLAND EQUIVALENT

TOTAL REQUIRED (12 UNITS/ ACRE x 3.72 ACRES x .03)* = 1.34 ACRES

TOTAL PROVIDED WITH IMPROVEMENTS IN LIEU = 1.34 ACRES

*NET RESIDENTIAL DENSITY PER BMC SECTION 38.42.2020

PARKING

TOTAL REQUIRED (42 UNITS x 150 SF) = 6,300 SQ. FT. (7% OF LOT 1B)

LANSCAPED OPEN SPACE AREA ON SITE (LOT 1B) = 13,809 SQ. FT (16% OF LOT 1B)TOTAL OPEN SPACE PROVIDED = 10,277 SQ. FT



TOTAL REQUIRED (36 UNITS x 150 SF) = 4,800 SQ. FT. (6% OF LOT A)

BALCONIES (24 x 78 SQ. FT.) = 1,872 SQ. FTOPEN SPACE AREA ON SITE = 29,790 SQ. FT (39% OF LOT A)TOTAL OPEN SPACE PROVIDED = 31,662 SQ. FT




BUILDING 1:


BUILDING 2:


BUILDING 3:


BUILDING 4:


BUILDING 5:

PARKING CALCULATIONS

(PER BMC 38.27.020)

LANSCAPED AREA

PRIVATE OPEN SPACE

OPEN SPACE LEGEND

PUBLICLY ACCESSIBLE PRIVATELY OWNED PARK

A R

C H

I T

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59715

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406.5

82.8

911

Ph:

406.5

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988

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A1.2

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

SITE PLANDIAGRAMS


CD

01/09/2016

N NORTH 1" = 50'-0"A1.2

1 SITE - OPEN SPACE PLAN N NORTH 1" = 50'-0"A1.2

2 SITE - PHASING PLAN

No

.D

escri

pti

on

Date

6"

4'-0"

AC

CE

SS

3'-6

"

12'-0

"

12'-0"

12'-8"

12'-8

"

3'-6"

SLO

PE

1/4

" :

12"

DUMPSTER (N.I.C.)

4" DIA., 36" ABV. SLAB

2"x4"x3/16" STEEL TUBE

CORRUGATED MTL PANEL

CONCRETE SLAB -SEE STRUCT.

CONCRETE PIER -SEE STRUCT.

4"x4"x3/16" STEEL TUBE - CAP ENDS

180 DEG. MIN. GATE SWING

A1.32

CLEAR OPENING

11'-4"

PIVOTING LATCH CHANNEL FORMED FROM 2" x 3/16" STEEL STRIPS & BOLT PIVOT

2"

CONCRETE PIER -SEE STRUCT.

CONCRETE SLAB -SEE STRUCT.



2"x2"x1/8" TUBE STEEL

2"x4"x3/16" TUBE STEEL FRAME

1" (TYP.)

2X4X3/16" STEEL TUBE

3/4" GATE HINGE BOLT

4X4X3/16" STEEL TUBE

WELD HINGE TO GATE

2X4X3/16" TUBE STEEL FRAME

2X2X1/8" STEEL TUBE

RECLAIMED CORRUGATED SIDING

RECLAIMED CORRUGATED SIDING

METAL J TRIM

*ALL STEEL PAINTED UNLESS NOTED OTHERWISE

METAL J TRIM

5'-0

"1'

-0"

6'-0

"

2"x4"x3/16" TUBE STEEL FRAME



3/4" GATE HINGE BOLT (TYP.)

8"8"

2' - 6" 2' - 6"

5' - 0"

1' -

6"

1/2X4" ANCHOR BOLT (WELDED FOR SECURITY) (TYP.)

2' - 6" 2' - 6"

3' -

0"

1' - 6"

3' -

0"

TO EDGE OF PAVING (TYP.)

2'-0"

FR

OM

BO

TT

OM

OF

SIG

N T

O G

RO

UN

D

6'-0

"

COMPACT PARKING

ONLY

SET IN CONCRETEBASE (TYP.)

FR

OM

BO

TT

OM

OF

SIG

N T

O G

RO

UN

D

6'-0

"

ACCESSIBLE PERMITREQUIRED$100 FINE


FR

OM

BO

TT

OM

OF

SIG

N T

O G

RO

UN

D

6'-0

"

VAN ACCESSIBLE$100 FINE

WITHOUT PERMIT


A R

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59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

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A1.3

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

SITE DETAILS


CD

01/09/2016

1/2" = 1'-0"A1.3

1 DUMPSTER ENCLOSURE PLAN

1/2" = 1'-0"A1.3

3 DUMPSTER ENCLOSURE FRONT ELEVATION

3" = 1'-0"A1.3

2 DUMPSTER ENCLOSURE GATE/HINGE DETAIL

1/2" = 1'-0"A1.3

4 DUMPSTER ENCLOSURE ELEVATION

3/4" = 1'-0"A1.3

5 BIKE RACK PLAN DETAIL

3/4" = 1'-0"A1.3

6 BIKE RACK ELEVATION FRONT DETAIL

3/4" = 1'-0"A1.3

7 BIKE RACK ELEVATION DETAIL SIDE

3/4" = 1'-0"A1.3

8 COMPACT CAR PARKING SIGN 3/4" = 1'-0"A1.3

9 ACCESSIBLE PARKING SIGN 3/4" = 1'-0"A1.3

10 ACCESSIBLE VAN PARKING SIGN

No

.D

escri

pti

on

Date

REF.

REF.REF.

REF.

UP

REF.

REF.REF.

REF.

UP

UP

REF.

REF.REF.

REF.

UP

12 67 62 64WALL TYPE

EXTERIOR WOOD FRAME WALL

WALL TYPE

UNIT DEMISING WALL UL DES. NO U-341 HR RATED STC SOUND RATING 55 PER GA FILE NO. WP 5508

WALL TYPE

INTERIOR WOOD FRAME WALL

WALL TYPE

INTERIOR WOOD FRAME WALL

SEAL ALL PENETRATIONS WITH U.L. RATED FIRE STOP SYSTEM. ALL ELECTRICAL TO BE U.L. LISTED OR METAL. SEPARATE ELECTRICAL BOXES MIN. 24" FROM ALL BOXES ON OPPOSING SIDES OF WALL. SEAL EDGES OF GYP. BD. PANELS WITH ACOUSTICAL SEALANT PRIOR TO TAPING.

CEMENTITIOUS BOARD & BATTEN - 4X8 SMOOTH SHEETS -PAINT FINISH

AIR/ WEATHER BARRIER

SHEATHING - SSD

2X6 WOOD STUDS - SSD

6 MIL POLY VAPOR BARRIER

1/2" GWB - PAINT FINISH

5/8" TYPE X GWB -PAINT FINISH

OFFSET 2X6 WOOD STUDS - SSD

SOUND BATT INSULATION

5/8" TYPE X GWB -PAINT FINISH


1/2" GWB BOTH SIDES (TYP.) - PAINT FINISH


1/2" GWB BOTH SIDES (TYP.) - PAINT FINISH

R-21 HIGH DENSITY BATT INSULATION

11WALL TYPE

EXTERIOR WOOD FRAME WALL 1/2 HOUR FIRE RATED WALL - PER IBC 722.6


SHEATHING - SSD




5/8" TYPE X GWB - PAINT FINISH

RC DELUXE RESILIENTCHANNEL


10WALL TYPE

EXTERIOR WOOD FRAME WALL

HORIZONTAL CEMENTITIOUS LAP SIDING 7" REVEAL - PAINT FINISH


SHEATHING - SSD




1/2" GWB- PAINT FINISH

5/8" X 2" MIRATEC BATTENS @ 16 O.C. VERT.

HORIZONTAL CEMENTITIOUS LAP SIDING 7" REVEAL- PAINT FINISH

1"

GYPSUM BOARD ATTACHMENT REQUIREMENTS: GYPSUM BOARD SCREWED TO STUDS AND BEARING PLATES 7" O.C. WITH NO. 6 BUGLE-HEAD DRYWALL SCREWS, 1 7/8" LONG. SEE STRUCTURAL FOR SHEAR WALL FASTENING REQUIREMENTS (TYP.)

FIRE RATED ASSEMBLY LEGEND

1/2 HR

1HR

GALVANIZED METALDECKING - SSD

CAST IN PLACE CONCRETE - SSD- BROOM FINISH

CONCRETE SLAB - SSD- BROOM FINISH

1 1/4" 2500 PSI LEVELROCKGYPSUM UNDERLAYMENT

1/4" SAM N-25 SOUNDATTENUATION MAT

WOOD I-JOISTS - SSD

FINISH FLOORING- CARPET OR VINYL PLANK

WOOD SUBFLOORING - SSD

3 1/2" BATT INSULATIONIN JOIST BAYS INSTALLEDABOVE RC CHANNEL

RC DELUXERESILIENT CHANNEL@ 16" O.C. PERP.TO FRAMING (2) LAYERS OF 5/8" TYPE X

GYPSUM BOARD - PAINT FINISH

WOOD I-JOISTS - SSD(2) LAYERS OF 5/8" TYPE X GYPSUM BOARD - PAINT FINISH

FULLY ADHEREDROOFING MEMBRANE

COVERBOARD OVER RIGID INSULATION

WOOD DECKING - SSD

WOOD DROP FRAMING



TAPERED RIGID FOAM INSULATION MIN. R-30 OVERCONDITIONED AREAS.

WOOD DECKING - SSD

WOOD TRUSS - SSD

ROOFING UNDERLAYMENT ASPHALT SHINGLE

WOOD SHEATHING - SSD

VAPOR BARRIER

WOOD I-JOISTS - SSD

FINISH FLOORING- CARPET OR VINYL PLANK

WOOD SUBFLOORING - SSD

G

H

E

D

C

B

A

FLOOR TYPE

CAST IN PLACECONCRETE ON METAL PAN DECKING

FLOOR TYPE

CAST IN PLACECONCRETE

FLOOR TYPE

NON RATED WOOD I JOIST

FLOOR TYPE

1HR RATED WOOD I JOIST UL DESIGN NO. L518ESTIMATED STC 55, IIC 52 BASED ON USG LEVELROCK PRODUCT LITERATURE

ROOF TYPE

MEMBRANEWOOD I JOIST 1HR RATED PER ICC REPORTESR-1153

ROOF TYPE

MEMBRANE SLOPED WOOD FRAMINGNON RATED

ROOF TYPE

ASPHALT WOOD PREMANUFACTURED TRUSSUL DESIGNNO. P522


FLOOR TYPE

NON RATEDCOMPOSITE DECKING

F

WOOD FRAMING - SSD

COMPOSITE DECKING

5/8" TYPE X GWB- PAINT FINISH

R-49 MIN. BLOWN-INCELLULOSE INSULATION

TAPERED RIGID FOAM INSULATION MIN. R-30.- SEE ROOF PLAN FOR ROOF SLOPE

VAPOR BARRIER

METAL RESILIENT CHANNEL @ 12" O.C. PERP. TO FRAMING

SLOPED WOOD ROOF FRAMING - SSD

VENTED SOFFIT PANELS

SLOPE 1/4"/12" MIN.SEE ROOF PLAN

SUBGRADE PER GEOTECH



TAPERED RIGID FOAM INSULATION MIN. R-30 OVERCONDITIONED AREAS.

WOOD DECKING - SSD

VAPOR BARRIER

B1ROOF TYPE

MEMBRANE WOOD FRAMINGNON RATED

WOOD FRAMING - SSDVENTED SOFFIT PANELS

IF FOAM WITH CLASS III VAPOR RETARDER IS USED, ADD VAPOR RESISTANT BARRIER BELOW INSULATION LAYER, ABOVE SHEATHING (TYP.)



GYPSUM BOARD ATTACHMENT REQUIREMENTS:GYPSUM WALLBOARD FASTENED TO CROSS TEES WITH 1 IN. LONG STEEL GYPSUM BOARD SCREWS SPACED 8 IN. OC IN THE FIELD AND 8 IN. O.C. ALONG END JOINTS. FASTENED TO MAIN RUNNERS WITH 1 IN. LONG GYPSUM BOARD SCREWS SPACED MIDWAY BETWEEN CROSS TEES. SCREWS ALONG SIDES AND ENDS OF BOARDS SPACED 3/8 TO 1/2 IN. FROM BOARD EDGE. END JOINTS OF THE SHEETS SHALL BE STAGGERED WITH SPACING BETWEEN JOINTS ON ADJACENT BOARDS NOT LESS THAN 4 FT O.C..

GYPSUM BOARD ATTACHEMENT REQUIREMENTS: THE FIRST LAYER OF GYPSUM BOARD MUST BE INSTALLED PERPENDICULAR TO THE TJI JOISTS AND ATTACHED USING 1 5/8" LONG, TYPE S SCREWS SPACED 12" O.C. THE SECOND LAYER MUST BE INSTALLED WITH THE JOINTS STAGGERED FROM THE FIRST LAYER. THE SECOND LAYER MUST BE FASTENED TO THE TJI JOISTS WITH 2" LONG TYPE S SCREWS SPACED 12" O.C. IN THE FIELD, AND 8" O.C. AT THE BUTT JOINTS


GYPSUM BOARD ATTACHMENT REQUIREMENTS:BASE LAYER FASTENED TO RESILIENT CHANNEL W/ 1" LONG NO. 6 TYPE S BUGLE HEAD STEEL SCREWS. SCREWS SPACED 8" O.C. AT BUTTED END JOINTS AND 16" O.C. ALONG CONTINUOUS ROWS OF CHANNELS IN THE FIELD OF THE BOARDS. SCREWS TO BE SPACED 1/2" FROM BUTTED END JOINTS AND 1" FROM SIDE JOINTS. FACE LAYER INSTALLED WITH ITS SIDE JOINTS OFFSET MIN 10" FROM BUTTED END JOINTS OF BASE LAYER. FACE LAYER FASTENED TO CONTINUOUS ROWS OF RESILIENT CHANNELS THROUGH BASE LAYER WITH 1 5/8" LONG NO. 6 BUGLE HEAD STEEL SCREWS SPACED 8" O.C. AT BUTTED ENDS, FACE LAYER FASTENED TO BASE LAYER WITH 1 1/2" LONG TYPE G SCREWS SPACED 8" O.C. ON EACH SIDE OF END JOINT. FASTENERS SPACED 1/2" AND 1" FROM BUTTED END AND SIDE JOINTS RESPECTIVELY

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A1.4

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

ROOF, FLOOR, &WALL

ASSEMBLIES


CD

01/09/2016

3/4" = 1'-0"A1.4

7 WALL TYPES 1/16" = 1'-0"A1.4

2 FIRST FLOOR PLAN - RATED WALLS

1/16" = 1'-0"A1.4

4 SECOND FLOOR PLAN - RATED WALLS 1/16" = 1'-0"A1.4

3 THIRD FLOOR PLAN - RATED WALLS

1" = 10'-0"A1.4

5 EAST/WEST CROSS SECTION

1" = 10'-0"A1.4

6 NORTH/SOUTH CROSS SECTION 3/4" = 1'-0"A1.4

8 FLOOR AND ROOF ASSEMBLIES

1/16" = 1'-0"A1.4

1 CRAWLSPACE PLAN - RATED WALLS

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.24

1

2

3

4

1A4.1

1A4.1

A B D EC

2A4.1

2A4.1

3A4.1

3A4.1

RADON VENT PIPESEE:

RADON VENT PIPESEE: /2 A2.0

/2 A2.0

3" PERFORATED FLEXIBLE DRAINAGE PIPE BELOW VAPOR BARRIER FORSUBGRADE DEPRESSURIZATIONRADON REDUCTION SYSTEM

SLEEVE THROUGH WALLAS NECESSARY - PROVIDE UL RATED FIRE STOP SYSTEM (TYP.)

3" PERFORATED FLEXIBLE DRAINAGE PIPE BELOW VAPOR BARRIER FORSUBGRADE DEPRESSURIZATIONRADON REDUCTION SYSTEM

SLEEVE THROUGH WALLAS NECESSARY - PROVIDE UL RATED FIRE STOP SYSTEM (TYP.)

1HR FIRE RATEDWALL

1HR FIRE RATEDWALL

PONY WALL - SSD

36X36 ACCESSOPENING - SSD

PONY WALL - SSD

PONY WALL - SSD


PONY WALL - SSD



2X6 WOOD FRAME WALL

CRAWL SPACE

PROVIDE BLOCK OUT FOR VENT SEE MEP

PROVIDE BLOCK OUT FOR VENT SEE MEP

PROVIDE BLOCK OUT FOR VENT SEE

MEP

PROVIDE BLOCK OUT FOR VENT SEE

MEP

T.O. SUBFLOOR100' - 0"

T.O. SUBFLOOR LEVEL 2109' - 1 3/4"

T.O. ROOF DECK127' - 8"

T.O. FOOTING95' - 11 3/4"

T.O. FOUNDATION99' - 9 3/4"

T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"

T.O. SUBFLOOR LEVEL 3118' - 5"

T.O. PLATE (L3)126' - 7 5/8"

T.O. FINISH FLOORLEVEL 2

109' - 3 1/4"


118' - 6 1/2"

3" DIA. SCH. 40 PVC , W/ LABEL IN EXPOSED & ACCESSIBLE AREAS THAT READS: "RADON REDUCTION SYSTEM"

ROOFJACK PIPEFLASHING

EXHAUST - 10' MIN. FROM OPENINGS INTO CONDITIONED SPACES OF BUILDING

MIN. 6 MIL POLY VAPOR BARRIER - OVERLAP SEAMS 12" MIN. & SEAL ALL OPENINGS & JOINTS

PERFORATED FLEXIBLE DRAINAGE PIPE SEE: /1 A2.0

SEE SECTIONS FORROOF ASSEMBLY NOTES

18" MIN.ABOVE ROOF

SEAL VAPOR BARRIERTO INTERIOR FOOTINGS (TYP.) USE SOLID SCH. 40 PVC TO

PENETRATE FIRE RATED WALLS & PROVIDE UL RATED FIRE STOP SYSTEM (TYP.)

SEE SECTIONS FOR WALL ASSEMBLY NOTES

CONTINUE SOUND INSULATION AROUND RADON VENT PIPE (TYP.)

NOTE: REFER TO WALL AND FLOOR/CEILINGASSEMBLIES ON A1.4 FOR ADDITIONAL REQUIREMENTS

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A2.0

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

CRAWLSPACEPLAN & RADON

MITIGATION


CD

01/09/2016

N NORTH 1/8" = 1'-0"A2.0

1 CRAWLSPACE PLAN 3/8" = 1'-0"A2.0

2 PASSIVE SUBMEMBRANE DEPRESSURIZATION SYSTEM (RADON MITIGATION)

NOTES:1. FOUNDATION OUTLINE SHOWNFOR REFERENCE ONLY - SEE STRUCTFOR FOUNDATION PLAN.2. SEE M.E.P. & FIRE PROTECTIONDRAWINGS FOR EQUIPMENT, PIPING, & DUCTING NOT SHOWN.3. SEAL ALL GAPS IN CRAWL SPACEVAPOR BARRIER TIGHTLY WITH TAPE OR SEALANT.4. INSTALL PIPING SLOPED TO ALLOW RAINWATER OR CONDENSATION TO DRAIN INTO GRAVEL.

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REF.

REF.REF.

REF.REF.

REF.REF.

REF.

UP

UP

DN

DN

A3.12

A3.11

A3.13

A3.14

4'-6

"30

'-0"

30'-0

"

UNIT 101PLAN 1

TYPE B (ANSI A117.1 2009 ACCESSIBILITY)

1 1

2 2

3 3

4 4

1A4.1

1A4.1

A

A

B

B

D

D

E

E

C

C

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

64'-6

"

30'-0

"30

'-0"

4'-6

"

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

64'-6

"

UP

PATIO

PATIO

PATIO

PATIO

2A4.1

2A4.1

11'-8 1/2" 10'-6 1/2" 11'-3"

UNIT 103PLAN 1 (MIRROR)


UNIT 104PLAN 1


UNIT 102PLAN 2

TYPE A (ANSI A117.1 2009 ACCESSIBILITY) C

C

C

C

A1

A1

B B

A1 A1

B B

A1

A1

C

C

C

C

A1

A1

BB

A1A1

A

A1

A1

A

10

10 10 10

1212

10

10

10

10

10

10

12

1010

101010

10

11 11

10

10

10

10

10

10 10 1010

10

10

1010

16'-5

1/2

"13

'-6 1

/2"

13'-6

1/2

"16

'-5 1

/2"

3A4.1

3A4.1

FIRE RISER &WATER METER ROOM

67 67

16'-9

"13

'-3"

13'-3

"16

'-9"

A

A A

RADON VENT PIPE

2

A5.36

A5.34

CRAWLSPACE ACCESS24"x30"

CRAWLSPACE ACCESS24"x30"

UP

HORN STROBECOORDINATE LOCATION W/ FIRE OFFICIAL

KNOX BOXCOORDINATE LOCATIONW/ FIRE OFFICIAL

1

1

REDUCEDVERTICAL CLEARANCE BARRIER


5'-2"

3 3

3 3

STEEL HANDRAILSBOTH SIDES OF STAIR (TYP.)

STEEL HANDRAILSBOTH SIDES OF

STAIR (TYP.)

SEMI RECESSED FIRE EXTINGUISHER CABINET - 48" A.F.F. TO TOP OF CABINET (TYP.)

ELECTRICAL METERS - SEE MEP

30X30 MIN. CRAWLSPACE ACCESS

A3.12

A3.11

A3.13

A3.14

1 1

2 2

3 3

4 4

1A4.1

1A4.1

A

A

B

B

D

D

E

E

C

C

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

64'-6

"

16'-9

"13

'-3"

13'-3

"16

'-9"

4'-6

"

64'-6

"

30'-0

"30

'-0"

4'-6

"

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

ROOF BELOW

2A4.1

2A4.1

DECK

DECK

DECK

DECK

UNIT 201PLAN 1


UNIT 204PLAN 1


C

C

B

B

A

B B

AA A

B B

A

A

B

C

C

B

A

A

BB

AA

BB

A

A

10

10 10 10

1212

10

10

10

10

10

10

12

101010

11

11

10

10

10

10

10

10 10 1010

10

10

1010

12

10 10

16'-4

1/4

"13

'-7 3

/4"

13'-7

3/4

"16

'-4 1

/4"

3A4.1

3A4.1

6767

A A

AA

RADON VENT PIPE


5'-2" 5'-2"

3 3

3 3



13'-7

"13

'-7"

3

3

7'-10"

7'-10"

201210 FIRE SPRINKLERCONTROL

VALVE

UNIT NUMBERS

MOUNT BOTTOMEDGE 5' A.F.F.CENTERED ON DOOR

EXTERIOR ADDRESS SIGN

CAST ALUMINUM NUMBERSVERIFY ADDRESS & LOCATION(S)(SEE BUILDING ELEVATIONS)

ENGRAVED PLASTICWITH 5/8" CONTRASTINGLETTERS

FIRE SPRINKLER

CONTROL SIGN

1

6"

2 3

NOTE:ALL SIGNAGE SHALL CONFORM WITH ICC A117.1,INCLUDING BUT NOT LIMITED TO PROPORTION,COLOR CONTRAST AND RELIEF AND GRADE 2BRAILLE REQUIREMENTS.

BRAILLE NOT REQUIRED ON LEVELS 2&3.

4"6"

MOUNT UNIT SIGNS ON WALL ADJACENT TO STRIKES OF EACH UNIT ENTRY DOOR

MOUNT W/ BRAILLE@ 48" A.F.F.

ENGRAVED PLASTICWITH CONTRASTINGLETTERS

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A2.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

FIRST &SECOND FLOOR

PLAN


CD

01/09/2016

N NORTH 1/8" = 1'-0"A2.1

1 FIRST FLOOR PLAN - OVERALLN NORTH 1/8" = 1'-0"A2.1

2 SECOND FLOOR PLAN - OVERALL

1 1/2" = 1'-0"A2.1

3 SIGNAGE DETAILS

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REF.

REF.REF.

REF.

DN

DN

A3.12

A3.11

A3.13

A3.14

1 1

2 2

3 3

4 4

1A4.1

1A4.1

A

A

B

B

D

D

E

E

C

C

2A4.1

2A4.1

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

64'-6

"

30'-0

"30

'-0"

4'-6

"

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

64'-6

"

16'-9

"13

'-3"

13'-3

"16

'-9"

4'-6

"

DECK

DECK

DECK

DECK

ROOF OVERHANG ABOVE (TYP.)

UNIT 301PLAN 1


UNIT 304PLAN 1


A

A

B B

A A

B B

A

A

B

CC

C

B

A

A

B B

A A

B B

A

A

C

B

B

10

10 10 10

1212

10

10

10

10

10

10

12

101010

11

11

10

10

10

10

10

10 10 1010

10

10

1010

12

10 10

16'-4

1/4

"13

'-7 3

/4"

13'-7

3/4

"16

'-4 1

/4"

3A4.1

3A4.1

6767

A A

A A

RADON VENT PIPE

5'-2"5'-2"

3 3

3 3




GUARD RAIL

GUARD RAIL

13'-7

"13

'-7"

3

3

7'-10"

7'-10"

A3.12

A3.11

A3.13

A3.14

1 1

2 2

3 3

4 4

1A4.1

1A4.1

A

A

B

B

D

D

E

E

C

C

2A4.1

2A4.1

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

5'-4 3/4"

ASPHALT SHINGLE ROOF BELOW

64'-6

"

30'-0

"30

'-0"

4'-6

"

75'-0"

33'-6" 4'-0" 4'-0" 33'-6"

64'-6

"

30'-0

"30

'-0"

4'-6

"

16'-4

1/4

"13

'-7 3

/4"

13'-7

3/4

"16

'-4 1

/4"

1/4

" /

12

"

RIDGE

VALLEY

FULLY ADHEREDMEMBRANE ROOF (TYP.)




3A4.1

3A4.1

OVER FLOW SCUPPER

ROOF SCUPPER

OVER FLOW SCUPPER OVER FLOW SCUPPER

DOWN SPOUT

METAL GUTTER

DOWN SPOUT

METAL GUTTER

2A5.2

2A5.2

RADON VENT PIPE

1A5.2

1A5.2OVER FLOW SCUPPER

ROOF SCUPPER

ROOF SCUPPER ROOF SCUPPER

1/4

" /

12

"

1/4" / 12"

1/ 4

" / 12

"

1/4" / 12"

VALLEY

1/4" / 12"

1/4" / 12"1" / 12"

3 3/8" / 12"

VALLEY

1/4" / 12"

1/4" / 12" 1" / 12"

3 3/8" / 12"

VALLEY

1/4" / 12"

1/4" / 12" 1" / 12"

3 3/8" / 12"

RIDGE

4A5.2

4A5.2

3A5.2

3A5.2

6A5.2

6A5.2

1/4

" / 1

2"

1/4

" / 12

"1/4

" / 1

2"

METAL PARAPETCAP (TYP.)

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A2.2

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

THIRD FLOOR &ROOF PLAN


CD

01/09/2016

N NORTH 1/8" = 1'-0"A2.2

1 THIRD FLOOR PLAN - OVERALLN NORTH 1/8" = 1'-0"A2.2

2 ROOF PLAN

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REF.REF. PANTRY/MECH

KITCHEN LIVINGROOM

LDRYCLOSET

CLOSET CLOSET

BATH 1BATH 2BEDROOM2

BEDROOM1

WH

9'-0 1/2" 2'-2 1/2" 2'-9" 2'-9" 2'-9" 2'-9" 2'-2 1/2" 9'-0 1/2"

6'-9

"4'

-6 1

/2"

1'-1

1 1/

2"5'

-6 1

/2"

11'-2

1/2

"

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

6'-6" 4'-1 1/2" 5'-10 3/4" 5'-5 1/4"

4'-0

1/2

"10

'-9"

1'-1

1 1/

2"

3'-4" 2'-10"

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

3'-4

"3'

-9"

2'-2

1/4

"

A7.1

2

1

A7.1 9

16" ROD & SHELF 16" ROD & SHELF

PT

AC

3'-1

1/4

"6'

-9"

3'-4

3/4

"8'

-0"

8'-9

"

30'-0

"

11'-3" 11'-0" 11'-3"

F

F F

F

F F

A1

B

A1

B

A1

AC

C

1'-3

"

TUB/SHOWERINSERT

IN FLOORS 2&3BATHTUBS SUBBEDW/ SHOWERS - SEEOVERALL PLANS

2'-10" 3'-4"

4'-1 1/2" 6'-6"

10

DW

3'-4

1/2

"

3'-0" 14'-10" 13'-9"

3'-6

"

TYPE B UNITS - PROVIDE BLOCKING FOR GRAB BARS @ TOILETS SEE: FOR LOCATIONS

/11 A7.1

CONCRETE SLAB @1ST FLOOR LOCATION- DECKING @ LEVELS2 & 3 (TYP.)

SLOPE CONCRETETO EXTERIOR1/4"/12" MIN. (TYP.)

WOOD GUARDRAIL@ 42" HIGH (TYP.)

MAINTAIN 30"X48" CLEARANCECENTERED ON LAVITORY @TYPE B UNITS (TYP.)

F

2'-0

" M

IN.

MIN. 2'-0" TO CL OF LAV.@ TYPE B UNITS (TYP.)

COORD. WINDOW R.O. W/ PTAC UNIT BELOW (TYP.)

18'' X 22" MIN. CRAWL SPACEACCESS AT GROUNDLEVEL UNITS - COORD.W/ FLOOR FRAMING

67

11

5'-4 3/4"

1'-4" 1'-4"

SOFFIT ABOVECOORD. W/ MECHANICAL

SOFFIT ABOVECOORD. W/MECHANICAL

SOFFIT FOR FIRE SUPRESSION PIPING3RD FLOOR ONLY

SOFFIT FOR FIRE SUPRESSION PIPING3RD FLOOR ONLY

62

62 62

64 64 64

6262

62

64

6462

62

62

62

3

3

3 3

3

3

3

3

E

3

3

3

3

3

3

C

F

F

A1 A1

A1

C

LIVINGROOM

KITCHEN

BEDROOM1

CLOSET

LAUNDRY/STORAGE

BEDROOM2

BATHROOM

CLOSET

HALL

PT

AC

A7.1

3

A7.1

5

7

8

6

WH

3'-1

1/4

"6'

-7 1

/4"

4'-0

"7'

-6 1

/2"

8'-9

"

5'-4

1/2

"10

'-11"

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

10'-7 1/2" 11'-7 1/2" 10'-4"

12'-9

"6'

-1"

8'-8

1/2

"1'

-6"

2'-0"

2'-4

1/2

"

16'-3

1/2

"13

'-3"

9'-0 1/2" 15'-5" 9'-0 1/2"

13'-5

"4

1/2"

16'-2

1/2

"

1'-1

1 1/

2"

TUB/SHOWER

W/D

CABINET

5'-7

1/2

"

A

F

F

4

14'-10"

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

3'-9

"3'

-4"

3'-6

"

PROVIDE BLOCKING INWALLS FOR GRAB BARSSEE INTERIOR ELEVATIONS FOR LOCATIONS

34" HIGH COUNTER TOP

30" CLEAR WORKSPACEW/ REMOVABLECABINET

DW

REMOVABLESINK BASE

REMOVABLE SINKBASE CABINET. SEE: /12 A7.1

WOOD GUARDRAIL @ 42" HIGH (TYP.)

SLOPE CONCRETETO EXTERIOR1/4"/12" MIN. (TYP.)

3'-2" 3'-4"3'-1" 3'-2"

10'-5

1/2

"5'

-4 1

/2"

6'-1" 5'-6 1/2"

F

COORD. WINDOW R.O. W/ PTAC UNIT BELOW (TYP.) 18'' X 22" MIN. CRAWL SPACE

ACCESS AT GROUNDLEVEL UNITS - COORD.W/ FLOOR FRAMING

PANTRY/MECH

67

11

6'-4 3/4" 32'-0 1/2"

5'-2"

CONCRETE SLAB @1ST FLOOR LOCATION- DECKING @ LEVELS2 & 3 (TYP.)

16" DEEP WIRESHELF @ 36" HIGH

16" DEEP WIRESHELF @ 36" HIGH

DOOR FRAMING TO HAVE MIN.OF TWO STUDS (3") DISTANCEFROM ADJACENT WALLS @ ROUGH OPENINGS U.N.O. (TYP.)

KITCHEN SINK PLUMBING& DRAIN TO BE WITHIN 2"OF CABINET BACK WALL

COORD. SINK PLUMBNG & DRAIN W/ ACCESSIBILITYCLEARANCE REQUIREMENTSSEE: /12 A7.1

34" HIGH COUNTER TOP

CONTINUE FLOORING UNDER REMOVABLE CABINETS

CONTINUE FLOORING UNDER REMOVABLE CABINET

1'-0

"

2'-0"



NOTE: FLUSH CONTROLS TO BE ON OPEN SIDE OF TOILET IN TYPE A UNITS

64 64 64

6262

626264

64

62

62

62

6262

3

3

3

3 3

3

3

3

3

3

FLOOR FINISH LEGEND

VINYL PLANK

CARPET

ADAPTABLE UNIT BUILDING ELEMENTS MUST ADHERE TO ANSI 117.1 2009 GUIDELINES, INCLUDING, BUT NOT LIMITED TO:

• DOOR & FLOOR SPACE CLEARANCES• DOOR & CABINET HARDWARE• CABINET ADAPTABILITY • ELECTRICAL SWITCHES & RECEPTICLES• CABINET & COUNTER TOP HEIGHTS• ELECTRICAL PANELS & THEIR CONTROLS• WINDOW OPERABILITY & HARDWARE • BLOCKING FOR FUTURE GRAB BAR • INSTALL FLOORING UNDER ALL REMOVABLE

CABINETS & FINISH ALL ADJACENT WALL SURFACES

ANSI ADAPTABILITY REQUIREMENTS FOR TYPE A &

TYPE B DWELLING UNITS

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A2.3

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

PLAN TYPES1&2


CD

01/09/2016

1/4" = 1'-0"A2.3

1 PLAN TYPE 1 1/4" = 1'-0"A2.3

2 PLAN TYPE 2

NOTE:GYPSUM WALL BOARD TO BE 1/2" UNLESS NOTED OTHERWISE

SECOND & THIRD FLOORS HAVEAN ADDITIONAL BOTTOM PLATE- 1 1/2" FOR LEVELROCK UNDERLAYMENT- SEE SECTIONS

TYPE A (ANSI 117.1 2009 ACCESSIBILITY)TYPE B (ANSI 117.1 2009 ACCESSIBILITY)WHEN LOCATED ON GROUND LEVEL

No

.D

escri

pti

on

Date

3R

EV

#3 R

FI#

5,

8 &

AS

I 1,2

20

17

.03

.07


T.O. FOOTING95' - 11 3/4"

T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"

T.O. PLATE (L3)126' - 7 5/8"

ABDE C

8'-1

1/8

"9'

-3 1

/4"

9'-3

1/4

"

3

3

3

3

3

3

1 2 1

3

1 2 1

3

3

3

3

3

3

A

B B

BB

A

A1

B B

A

A

A1

A

A

A1

B B

BB

B B

A

A

A1

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

T.O. LOWER PARAPET129' - 4"

OVER FLOW SCUPPER (TYP.)

PREFINISHED METAL CONDUCTOR HEAD& DOWNSPOUT

PREFINISHED METAL CONDUCTOR HEAD& DOWNSPOUT

PREFINISHED METAL DOWNSPOUT

PREFINISHED METAL DOWNSPOUT


T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"

T.O. PLATE (L3)126' - 7 5/8"

T.O. PARAPET130' - 4"

A B D EC

COMPOSITE SIDING SMOOTH (7" EXPOSURE), PAINT

ASPHALT SHINGLE ROOF

COMPOSITE FASCIA SMOOTH, PAINT

METAL CONDUCTOR HEAD & DOWNSPOUT (TYP.)

WOOD SCREEN WALL, NATURAL FINISH

3

3

3

3

3

3

1 2 1

3

1 2 1

3

3

3

3

3

3

1

A

B B

A

BB

A

A1 A1

A

AA1

A

A

B B

BB

B B

A1

A

A

3

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS


OVER FLOWSCUPPER (TYP.)

GUTTER & DOWN SPOUT

ELECTRICAL METERLOCATION - SEE MEP


T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"

T.O. PLATE (L3)126' - 7 5/8"

1234


3

3

1

1

3

1

1 1

A

A

A1

C

C C

C

CC CC

B

B B

B A

A

A1

1 1

11

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

DOWNSPOUT

BUILDING NUMBER LOCATION SEE: /3 A2.1

4'-0"

6'-0

"


T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"

T.O. PLATE (L3)126' - 7 5/8"

1 2 3 4


COMPOSITE FASCIA SMOOTH, PAINT

METAL GUTTER AND DOWNSPOUT

1

3

3

1

1

1

3

1

1

1

1

1A1

A

A B C C B A

A

A1C

BCCB

C C C

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

COMPOSITE CORNER SMOOTH, PAINT

BUILDING NUMBER LOCATION SEE: /3 A2.1

4'-0"

6'-0

"

HORIZONTAL CEMENTOUS LAP SIDING W/ 7" REVEAL - PAINT FINISH

CEMENTITIOUS BOARD & BATTEN - 4X8 SMOOTH SHEETS W/ 5/8" X 2 MIRATEC BATTENS @ 16 O.C. VERT.

1

2

3

EXTERIOR FINISH LEGEND

HORIZONTAL WOOD SLAT WALL -1X4 NO.2 CEDAR S3S2E ROUGH SIDE OUT - STAIN FINISH

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Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

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A3.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

ELEVATIONS


CD

01/09/2016

1/8" = 1'-0"A3.1

1 NORTH ELEVATION

1/8" = 1'-0"A3.1

2 SOUTH ELEVATION

1/8" = 1'-0"A3.1

3 EAST ELEVATION

1/8" = 1'-0"A3.1

4 WEST ELEVATION

No

.D

escri

pti

on

Date




T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"


T.O. PLATE (L3)126' - 7 5/8"


2A4.1

2A4.1

KITCHEN

KITCHEN

KITCHEN

KITCHEN

KITCHENLIVINGROOM

LIVINGROOM

LIVINGROOM

LIVINGROOM

LIVINGROOM

DECK

DECK

PATIO PATIO

DECK

DECK

MEMBRANE ROOF ASSEMBLY

- FULLY ADHERED MEMBRANE ROOF- COVERBOARD

- TAPERED FOAM INSULATION

- SHEATHING - SSD

- ROOF FRAMING - SSD- VENTED SOFFIT MATERIAL

WALL ASSEMBLY:

- SIDING - SEE ELEVATIONS- AWB

- SHEATHING - SSD

- WOOD STUD WALL - SSD

- R-21 HIGH DENSITY BATT INSULATION- VAPOR BARRIER- 1/2" GWB - PAINT FINISH

FLOOR ASSEMBLY:

- FINISH FLOORING- 1 1/4" 2500 PSI LEVELROCK UNDERLAYMENT

- 1/4" SAM N-25 SOUND ATTENUATION MAT

- WOOD SUBFLOORING - SSD- WOOD I-JOISTS - SSD

- 3 1/2" (R-13) SOUND BATT INSULATION- RC DELUXE RESILIANT CHANNEL- (2) LAYERS 5/8" TYPE X GWB, PAINT

FIRST FLOOR ASSEMBLY:

- FINISH FLOORING- WOOD SUBFLOORING - SSD

- WOOD I-JOIST - SSD

MEMBRANE ROOF ASSEMBLY:


- TAPERED FOAM INSULATION, MIN. R-30

- VAPOR BARRIER

- SHEATHING - SSD- ROOF FRAMING - SSD- (2) LAYERS 5/8" TYPE X GWB

3A4.1

3A4.1


109' - 3 1/4"


118' - 6 1/2"

C

DECK FLOOR ASSEMBLY:

- COMPOSITE DECKING- FRAMING - SSD

F

FIRST FLOOR PATIO ASSEMBLY

- CAST IN PLACE CONCRETE - SSD- SUBGRADE PER GEOTECH

LIVINGROOM

KITCHEN

G

B1

D

E

A5.311

A5.26

A5.310

GRADE

A5.24

A5.31




T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"


T.O. PLATE (L3)126' - 7 5/8"

1A4.1

1A4.1




- SHEATHING - SSD

- SLOPED ROOF FRAMING - SSD

- FLAT ROOF FRAMING - SSD- VENTED SOFFIT


109' - 3 1/4"


118' - 6 1/2"

WOOD SLAT WALL ASSEMBLY:

- HORZ. WOOD SLAT WALL, S4S - SMOOTH SIDE OUT- 2X CEDAR FRAMING - SSD

SECOND & THIRD FLOOR CORRIDOR ASSEMBLY:

- CAST IN PLACE CONCRET- GALVANIZED METAL PAN DECKING - SSD

FIRST FLOOR PATIO ASSEMBLY

- CAST IN PLACE CONCRETE - SSD- SUBGRADE PER GEOTECH

B1

H

G

A5.41

A5.42

A5.43

A5.44

GRADE



SEMI RECESSEDFIRE EXTINGUISHERCABINET; NOT TOPROJECT INTO CORRIDORMORE THAN 4" (TYP.)

4'-0

"4'

-0"

4'-0

"




T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"


T.O. PLATE (L3)126' - 7 5/8"

1A4.1

1A4.1


BATH 1 KITCHEN KITCHEN BATH 1

BATH 2LDRYKITCHENKITCHENLDRYBATH 2

BATH 2 KITCHEN KITCHEN BATHROOM

FIRERISER &WATERMETERROOM


109' - 3 1/4"


118' - 6 1/2"




- VAPOR BARRIER- SHEATHING - SSD

- ROOF FRAMING - SSD- (2) LAYERS 5/8" TYPE X GWB

WALL ASSEMBLY:

- SIDING - SEE ELEVATIONS- AWB

- SHEATHING - SSD

- WOOD STUD WALL - SSD

- R-21 HIGH DENSITY BATT INSULATION- VAPOR BARRIER- 1/2" GWB - PAINT FINISH

FLOOR ASSEMBLY:



- WOOD SUBFLOORING - SSD- WOOD I-JOISTS - SSD

- 3 1/2" (R-13) SOUND BATT INSULATION- RC DELUXE RESILIANT CHANNEL- (2) LAYERS 5/8" TYPE X GWB, PAINT

ASPHALT ROOF ASSEMBLY:

- ASPHALT SHINGLES- ROOF UNDERLAYMENT

- SHEATHING -SSD

- WOOD TRUSS - SSD- (R-49) BLOWN-IN CELLULOSE INSULATION

- METAL RESILIENT CHANNEL- 5/8" TYPE X GWB, PAINT




E

D

C

LAUNDRY/STORAGE

A4.14

A5.120

A5.119

A5.33

A


GRADE

LDRY

LDRY LDRY

A5.18




T.O. FOOTING95' - 11 3/4"


T.O. PLATE (L1)108' - 1 1/8"

T.O. PLATE (L2)117' - 4 3/8"


T.O. PLATE (L3)126' - 7 5/8"


109' - 3 1/4"


118' - 6 1/2"

SINGLE LAYER GWB EACH SIDE- RUN CONTINUOUS TO SUBFLOOR TYPICAL

LEDGER & JOIST FRAMING - SSD

1 HR RATED WALL

PT SILL PLATE TYPICAL

PERFORATED PIPE FOR RADON SYSTEM - SEE FOUNDATION PLAN

FOOTING - SSD

ADDITIONAL BOTTOM PLATE @ LEVELS 2 & 3 (TYP.)

6 MIL MIN. POLY VAPOR BARRIER




FLOOR ASSEMBLY:



- WOOD SUBFLOORING - SSD

- WOOD I-JOISTS - SSD- 3 1/2" (R-13) SOUND BATT INSULATION- RC DELUXE RESILIANT CHANNEL- (2) LAYERS 5/8" TYPE X GWB, PAINT

FLOOR ASSEMBLY:



- WOOD SUBFLOORING - SSD

- WOOD I-JOISTS - SSD- 3 1/2" (R-13) SOUND BATT INSULATION- RC DELUXE RESILIANT CHANNEL- (2) LAYERS 5/8" TYPE X GWB, PAINT




- VAPOR BARRIER

- SHEATHING - SSD- ROOF FRAMING - SSD- (2) LAYERS 5/8" TYPE X GWB

DEMISING WALL ASSEMBLY

- (1) LAYERS 5/8" TYPE X GWB, PAINT- WOOD FRAMING W/ R-13 SOUND BATT INSULATION - SSD

- 1" AIR SPACE

- WOOD FRAMING W/ R-13 SOUND BATT INSULATION - SSD- (1) LAYERS 5/8" TYPE X GWB, PAINT



- 1" AIR SPACE

- WOOD FRAMING W/ R-13 SOUND BATT INSULATION - SSD

- (1) LAYERS 5/8" TYPE X GWB, PAINT



- 1" AIR SPACE

- WOOD FRAMING W/ R-13 SOUND BATT INSULATION - SSD

- (1) LAYERS 5/8" TYPE X GWB, PAINT

A5.19

A5.110

NOTE: REFER TO WALL AND FLOOR/CEILINGASSEMBLIES ON A1.4 FOR ADDITIONAL REQUIREMENTS

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59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

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A4.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

BUILDINGSECTIONS


CD

01/09/2016

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

1 BUILDING SECTION 1

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


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


1/2" = 1'-0"A4.1

4 SECTION @ DEMISING WALL

No

.D

escri

pti

on

Date

2O

WN

ER

RE

QU

ES

TE

D R

EV

ISIO

NS

20

17

.02

.24

SEE SECTIONS FOR ASSEMBLY NOTES

1/2" GYP. BD.

NON-COMBUSTIBLE METAL FRAMING

CONTINUE FIRE/SOUND RATED CEILINGS BEHIND SOFFITS

DUCT PER HVAC DETAILS

VARIES 7' MIN. ABOVEFINISHED FLOORING(TYP.)

CONTINUE FIRE/SOUND RATED CEILINGS ABOVE SOFFITS (TYP.)

1X6 MDF BASE TRIM

FINISH FLOORING

BASE TRIM SIDING - SEE ELEVATIONS

WALL SECTION - SEE SECTION ASSEMBLY NOTES

1/2"

1/2" EXPANSION MATERIAL

METAL FLASHING -CONTINUE 12" ABOVE AND BELOW GRADE

100' - 0" SUBFLOOR

AWB

CONCRETE PATIO OR WALKWAY

*SEE FOR ADDITIONAL NOTES/3 A5.3

LEDGER - SSD

1 HR RATED WALL ASSEMBLY

PT SILL PLATE TYPICAL

FOOTING - SSD

(1) LAYER 5/8" TYPE X GWB EACH SIDE- RUN CONTINUOUS TO SUBFLOOR TYPICAL

POLY VAPOR BARRIER RETURN UP WALL 12" MIN & SEAL ALL SEAMS (TYP.)

JOIST HANGER - SSD

USG SHEETROCK BRANDACCOUSTICAL SEALANT

1"

INSULATION VENTILATION BAFFEL

SEE SECTIONS FOR ROOFASSEMBLY NOTES

DRIP EDGE

METAL GUTTER WHERE INDICATED ON ROOF PLAN

PREMANUFACTURED TRUSS - SSD


COR-A-VENT 'S-400' OR EQUAL

1X8 COMPOSITE FASCIA, PAINT

MIN. 1" AIR SPACE

WD 2X4 - PAINT

1/2" MAX.

SLOT

1"

SEE SECTIONS FOR WALLASSEMBLY NOTES

METAL FLASHING

SHINGLE CAP

AWB - CONTINUEOVER FLASHING & SEAL

COR-A-VENT 'ROOF-2-WALL' VENT OR EQUAL INSTALLEDPER MANUF. RECCOM.

SEALANT

SEE SECTIONS FOR ROOF ASSEMBLY NOTES

BLOCKING - SSD

ROOF FRAMING - SSD

WOOD SUBFLOOR - SSD


(2) LAYERS 5/8" TYPE X GWB

WOOD FRAMING - SSD

SOUND INSULATION

1/4" SOUND ATTENUATION MAT

FRAMING - SSD

SEE & FOR ADDITIONAL REQUIREMENTS /14 A5.1/13 A5.1

PREFINISHED METAL FLASHING


PT WOOD BLOCKING

SEALANT

GALV. STL ANGLE - SSD

POURED IN PLACE CONCRETE - SSD

GALV. METAL DECKING - SSD

JOINT ISOLATION MATERIAL

METAL CLOSURE ANGLE

SEALANT

MDF TRIM - PAINT

AWB - LAP OVER FLASHING & SEAL

SEE FOR ADDITIONAL REQUIREMENTS /11 A5.1



5/4 X 8 X 8 COMPOSITE TRIM

MIN

.

7 1/

4"

AIR WEATHER BARRIER

EXTERIOR FIXTURE/ VENT/ HOSEBIB

SEALANT TYP. @ SIDES & BOTTOM

FRAMING - SSD

SHEATHING - SSD

WEATHER BARRIER

CEMENTITIOUS LAP SIDING

5/4 X 5/4 MIRATEC TRIM

SEALANT (TYP.)

CEMENTITIOUS BOARD AND BATTEN SIDING

AIR WEATHER BARRIER - LAP OVER FLASHING & SEAL


5/8" X 2" MIRATEC BATTEN BEYOND

CONTINUE POLY VAPOR BARRIER@ RIM INSULATION & SEAL AROUND EACH JOIST (TYP.)

6 MIL. POLY VAPOR BARRIER


6 MIL. POLY VAPOR BARRIER


SEE SECTIONS FOR FLOOR ASSEMBLY NOTES

SEE SECTIONSFOR WALLASSEMBLYNOTES

FLOOR FINISH - SEE UNIT PLANS

*@ RIM BOARD LOCATIONS - BATT INSULATION & POLY VAPOR BARRIER MAY BE REPLACED W/ MIN. R-21 2 LB/FT3

URETHANE SPRAY FOAM, OR R-21 RIGID INSULATION W/ EDGES SEALED W/ EXPANDING FOAM INSULATION.(TYP. INSULATION @ RIM)

SEE & FOR ADDITIONAL REQUIREMENTS /13 A5.1 /14 A5.1


USG SHEETROCK BRAND ACCOUSTICAL SEALANT

GWB, PAINT FINISH

WOOD FRAMING - SSD

SOUND INSULATION


BLOCKING

RC DELUXE RESILIENT CHANNEL

FLOOR FRAMING - SSD


5/8" TYPE X GWB

WOOD FRAMING - SSD

SOUND INSULATION


BLOCKING

RC DELUXE RESILIENT CHANNEL

FLOOR FRAMING - SSD

WOOD SUBFLOOR - SSD

USG LEVELROCK SAM-N25SOUND ATTENUATION MAT



USG LEVELROCK PERIMETERISOLATION STRIP (TRIM AFTERFLOOR INSTALLATION)

5/8" TYPE X GWB

WOOD FRAMING - SSD

DOUBLE BASEPLATE @ LEVELS 2&3 (TYP.) - SSD

FINISH FLOORING

1X6 MDF BASE TRIM

SOUND INSULATION

WOOD SUBFLOOR - SSD




USG LEVELROCK PERIMETERISOLATION STRIP (TRIM AFTERFLOOR INSTALLATION)

1/2" GWB

WOOD FRAMING - SSD

DOUBLE BASEPLATE @ LEVELS2&3 (TYP.) - SSD

FINISH FLOORING

BASE TRIM

NOT USED

WOOD SUBFLOOR - SSD




USG LEVELROCK PERIMETERISOLATION STRIP (TRIM AFTERFLOOR INSULATION)

1/2" GWB

WOOD FRAMING - SSD

DOUBLE BASEPLATE @ LEVELS 2&3 (TYP.) - SSD

FINISH FLOORING

BASE TRIM

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017 I

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RIN

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111 N

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Ave.

Bozem

an,

Monta

na

59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

\\B

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A5.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

SECTIONDETAILS


CD

01/09/2016

1" = 1'-0"A5.1

17 TYP. SOFFIT FRAMING 3" = 1'-0"A5.1

16 TYP. BASE TRIM DETAIL @ GROUND FLOOR UNITS

1" = 1'-0"A5.1

6 WALL FLASHING AT EXTERIOR SLAB 1" = 1'-0"A5.1

9 DEMISING WALL FOUNDATION DETAIL

1 1/2" = 1'-0"A5.1

19 TYP. EAVE VENT DETAIL 1 1/2" = 1'-0"A5.1

20 TYP. ROOF TO WALL VENT DETAIL

1 1/2" = 1'-0"A5.1

10 DETAIL @ DEMISING WALL JOIST INTERSECTION 3" = 1'-0"A5.1

7 DETAIL @ CORRIDOR FLOOR/ WALL

1 1/2" = 1'-0"A5.1

3 TYP. EXTERIOR FIXTURE MOUNTING 3" = 1'-0"A5.1

2 INSIDE CORNER @ LAP SIDING 3" = 1'-0"A5.1

1 TRANSITION @ BOARD & BATTEN SIDING

1 1/2" = 1'-0"A5.1

8 TYP. RIM BOARD DETAIL

NOT USED

NOT USED

NOT USED

3" = 1'-0"A5.1

15 TYP. INTERIOR CEILING TO WALL DETAIL 3" = 1'-0"A5.1

14 TYP. INTERIOR CEILING TO WALL DETAIL @ DEMISING WALL 3" = 1'-0"A5.1

13 TYP. INTERIOR FLOOR TO WALL DETAIL @ DEMISING WALL 3" = 1'-0"A5.1

11 TYP. INTERIOR FLOOR TO WALL DETAIL OPTION 1 3" = 1'-0"A5.1

12 TYP. INTERIOR FLOOR TO WALL DETAIL OPTION 2

No

.D

escri

pti

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Date

2O

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ER

RE

QU

ES

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EV

ISIO

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20

17

.02

.24


T.O. PLATE (L3)126' - 7 5/8"


PREFINISHED METAL PARAPET CAP W/ DRIP EDGE - NO FASTENERS IN FACE OF CAP

FULLY ADHERED ROOFING MEMEBRANE CONTINUE UPWALL 12" MIN.

ROOF SHEATHING - SSD

FULLY ADHERED ROOFING MEMBRANE CONTINUE UNDER PARAPET CAP

ROOF FRAMING - SSD

COVER BOARD

TAPERED RIGID INSULATION, MIN. R-30 SEE SECTIONS FOR WALL

ASSEMBLY NOTES - DO NOT DRIVE FASTNER THROUGH ROOFING MEMBRANE (TYP.)

SLOPE

MIN. 6 MIL. VAPOR BARRIER

RIGID INSULATION

FASTENERS

CONCEALED CLIP

MIN. R-25 URETHANE SPRAY FOAM INSULATION @ RIM (TYP.)

VENTED SOFFIT MATERIAL

4/4 MDF TRIM - PAINT

ROOF FRAMING - SSD

SHEATHING - SSDCOVERBOARD

FULLY ADHERED ROOFINGMEMBRANE

RIM BOARD


SEE SECTIONS FOR WALLASSEMBLY NOTES

MIN. R-25 URETHANE SPRAYFOAM @ RIM (TYP.)

SEE ROOF PLAN FOR SLOPE

CEILING FRAMING


4/4 MDF TRIM - PAINT


ROOF FRAMING - SSD

ROOF FRAMING - SSD

FULLY ADHERED ROOFING MEMBRANE - CONTINUE OVERGUTTER

METAL GUTTER WHERE INDICATED ON ROOF PLAN

1X12 SMOOTH COMPOSITE FASCIA - PAINT FINISH


1X SMOOTH COMPOSITE FASCIA - PAINT FINISH


T.O. PLATE (L3)126' - 7 5/8"

PREFINISHED METAL PARAPET CAP W/ DRIP EDGE - NO FASTENERS IN FACE OF CAP


AWB BARRIER WRAP UNDER PARAPET CAP (TYP.)

SHEATHING - SSD

RIGID FOAM INSULATION MIN. R-30

FULLY ADHERED ROOFMEMBRANE CONTINUE UP WALL & UNDER PARAPET CAP

WOOD I JOIST - SSD

RIM JOIST - SSD

DENSIGLASS COVERBOARD

SLOPE

MIN. R-25 URETHANE SPRAY FOAM INSULATION @ RIM (TYP.)

MIN. R-21 RIGID INSULATIONMIN. 6 MIL.VAPOR BARRIER

CONCEALED CLIP

FASTENERS



BUILDING WRAP - CONTINUE OVER FLASHING

FLASHING MEMBRANE - CARRY THRU OPENING & OVER SIDES

PRE-FINISHED METAL CONDUCTOR HEAD

METAL DOWNSPOUT - SEE CIVIL FOR DRAINAGE LOCATIONS

CONTINUE FLASHINGMEMBRANE OVER INSERT, SEAL TO SCUPPER

FLASHING MEMBRANE

RIGID INSULATION MIN. R-21

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59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

\\B

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A5.2

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

SECTIONDETAILS


CD

01/09/2016

1" = 1'-0"A5.2

3 DETAIL @ PARAPET HEIGHT CHANGE 1 1/2" = 1'-0"A5.2

4 HIGH TO LOW ROOF TRANSITION

3" = 1'-0"A5.2

6 SECTION DETAIL @ METAL GUTTER

1" = 1'-0"A5.2

2 TYP. PARAPET DETAIL 1 1/2" = 1'-0"A5.2

1 TYP. SCUPPER DETAIL

NOT USED

NOT USED NOT USED NOT USED

No

.D

escri

pti

on

Date

2O

WN

ER

RE

QU

ES

TE

D R

EV

ISIO

NS

20

17

.02

.24

JOIST HANGER - SSD

5/4X 10 MIRATEC @ OUTSIDE EDGE - TYPICAL

1X4 CEDAR SLAT WALL

DECKING OMITTED FOR CLARITY

6X6 PT WOOD POST -SSD

WRAP POST 3 SIDES W/ 1X MIRATEC TRIM -PAINT FINISH

1X4 CEDAR SLAT WALL

BEAM - SSD

*ALL FASTENERS IN CEDAR TO BE STAINLESS STEEL OR CERAMIC COATED (TYP.)

HALF LAP 4X4 POST SEE

1X4 CEDAR SLAT WALL

BEAM - SSD

4X4 NO. 2 CEDAR POST

7

A5.3


1X4 CEDAR WOOD SCREEN WALL 1/2" GAP -TYPICAL

2X4 CEDAR FRAMING @ 24" O.C. - TYPICAL

4X4 CEDAR @ RAILING CENTER

POST BASE ANCHOR

PT FRAMING - SSD

COMPOSITE DECKING

1X4 CEDAR WOOD SCREEN WALL 1/2" GAP -TYPICAL

2X4 CEDAR FRAMING @ 24" O.C. - TYPICAL

4X4 CEDAR @ RAILING CENTER

6X6 POST WRAP IN MIRATEC, PAINT- SSD

2

A5.3

HALF LAP 4X4 CEDAR POST- COUNTER SINK & LAG TO BEAM

JOIST HANGER - SSD

2X4 CEDAR BOTTOM PLATE

LAG BOLT - SSDCOORD. PLACEMENT W/CEDAR SLAT LAYOUT TO CONCEAL FASTENER (TYP.)



T.O. FOOTING95' - 11 3/4"


COVER SOIL & TOPSOIL

SLOPE MIN. 2% AWAY FROM BUILDING TYP.

FOOTING - SSD

SILL SEAL

SEE: SECTIONS FOR WALL ASSEMBLY NOTES

VAPOR BARRIER - CONTINUE UP WALLS 12" MIN.

3" PERFORATED RADON VENT PIPE - SEE: PASSIVESUBMEMBRANE DEPRESSURIZATIONSYSTEM -

FINISH FLOORING

FLOOR FRAMING - SSD

FOUNDATION WALL - SSD

FLUID APPLIED DAMPROOFING

SEE: SECTIONS FORWALL ASSEMBLY NOTES

SECURE VAPOR BARRIER W/ PT WOOD STRIP

R-19 MIN. VINYL FACED FIBERGLASS BATT CRAWLSPACE INSULATION

TO

BO

TT

OM

OF

FO

OT

ING

(T

YP

.)

4'-0

" M

INIM

UM

GR

OU

ND

CO

VE

R

/1 A2.0

TAR PAPER OR FLEXIBLE FLASHING BTWN JOIST &FOUNDATION WALL (TYP.)

COORD. BACKFILL LEVEL IN THE FIELD & W/ GEOTECH

SEAL VINYL FACING AROUND EACH JOIST (TYP.)

BACKFILL PER GEOTECH

SUBGRADE PER GEOTECH*SEE MEP FOR CRAWLSPACE MECHANICAL

6" M

IN.

1X4 CEDAR WOOD SLAT WALL

2X4 CEDAR STUD @ 16" O.C.

CONCRETE PATIO BELOW

PIER FOOTING BELOW- SSD

2X4 CEDAR BOTTOM RAIL

30# TAR PAPER

1/2" PT PWD

2X6 PT FRAMING

1X4 CEDAR WOOD SLAT WALL; WRAP FACE OF POST ABOVE 42"

6X6 POST - SSD



2X4 CEDAR STUD @ 16" O.C. (TYP.)

4/4" MIRATEC POST WRAP - PAINT FINISH

PIER FOOTING BELOW - SSD


CONCRETE PATIO - SSD

PT 6X6 POST - SSD

EXPANSION MATERIAL

5/4" MIRATEC POST WRAP - PAINT FINISH

1X4 CEDAR HORIZONTAL WOOD SLAT -ALTERNATING BUTT JOINTS @ CORNER -(TYP.)

2X6 CEDAR TOP CAP @ 20° ANGLE

2X4 NO.2 CEDAR STUDS @ 24" O.C. @ EXPOSED PORCH FRAMING (TYP.)

1X4 CEDAR SLAT WALL @ 4" O.C. (TYP.)

CONT. 2X4 CEDAR HORIZ. (TYP.)

CONCRETE SLAB -SSD

POST BASE - SSD

3'-6

" (T

YP

.)

CONCRETE PIER


2x6 CEDAR TOP CAP -MITRE CORNERS TO CAP ENDS - TYP

2X4 CEDAR STUDS @ EXPOSED PORCH FRAMING@ 24" O.C. (TYP.)

2X4 CEDAR SILL PLATE @ EXPOSED PORCH FRAMING (TYP.)

COMPOSITE DECK BOARDS

DECK FRAMING SSD


NOTCHED CEDAR 4X4 POST, SEE PLANS FOR LAYOUT.

10

.00°


1X4 CEDAR WOOD SLAT WALL -ALTERNATE BUTT JOINTS (TYP.)

2X4 CEDAR STUD @ 16" O.C.


30# TAR PAPER

1/2" PT PWD

2X6 PT FRAMING

1X4 CEDAR WOOD SLAT WALL; WRAP FACE OF POST ABOVE 42"

6X6 POST - SSD


5/4 MIRATEC TRIM

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Ave.

Bozem

an,

Monta

na

59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

\\B

IGG

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vt

A5.3

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

SECTIONDETAILS


CD

01/09/2016

3" = 1'-0"A5.3

8 DETAIL @ POST FRAMING 1 3" = 1'-0"A5.3

9 DETAIL @ POST FRAMING 2

3/4" = 1'-0"A5.3

2 SECTION @ PATIO 2 3/4" = 1'-0"A5.3

1 SECTION @ PATIO

3" = 1'-0"A5.3

7 DETAIL @ POST HALF LAP

1" = 1'-0"A5.3

3 TYP. FOUNDATION DETAIL

3" = 1'-0"A5.3

4 DETAIL @ PORCH SCREEN WALL 3" = 1'-0"A5.3

6 DETAIL @ PORCH SCREEN WALL CORNER

1" = 1'-0"A5.3

11 DETAIL SECTION @ GROUND LEVEL WOOD GUARDRAIL 1" = 1'-0"A5.3

10 DETAIL SECTION @ LEVEL 2&3 WOOD GUARDRAIL

3" = 1'-0"A5.3

5 DETAIL @ PORCH SCREEN WALL @ RAIL

No

.D

escri

pti

on

Date

9

10

11

12

13

14

15

16

1

2

3

4

5

6

7

8


1


109' - 3 1/4"

CONCRETE FLOOR - SSD

PRECAST CONCRETE STAIR TREAD

1 1/2" O.D. ROUND STEEL TUBE HANDRAIL- PAINT

GALV. STEEL DECKING - SSD

GALV. STEEL CHANNEL - SSD

GALV. STEEL ANGLE - SSD

STEEL RAILING SUPPORT 4'-0" O.C. (TYP.)

3'-0

" (T

YP

.)

GALVANIZED STEEL STRINGER - SSD

2'-2

"

1'-0" 11" (TYP.)

RETURN END OF HANDRAIL TO WALL (TYP.)

MIN. 12" HORIZONTAL HANDRAIL EXTENSION, RETURN END TO WALL (TYP.)

1'-0"

3'-0

" (T

YP

.)

3"

7"

1 1/2" SQ. TUBE FRAME, PAINT

7

A5.4

REDUCED VERTICALCLEARANCE BARRIERWHERE HEAD HEIGHTIS 7' OR LESS

A5.48

EQ EQ

3

13'-7"

1


109' - 3 1/4"


118' - 6 1/2"

CONCRETE FLOOR - SSD

1 1/2" SQUARE STEEL TUBE TOP RAIL - PAINT

1/2" ROUND STEEL BAR @ 4" O.C. - PAINT

1 1/2" SQUARE STEEL TUBE BALUSTER @ 3'-6" O.C. - PAINT

1 1/2" O.D. ROUND STEEL TUBE HANDRAIL- PAINT

1 1/2" O.D. ROUND STEEL TUBE HANDRAIL - PAINT

STEEL HANDRAIL SUPPORTS @ 3'-6" O.C. (TYP.) - PAINT

3'-6

" M

IN.

3'-0

"

5'-0" 6'-5"

PRECAST CONCRETE STAIR TREAD

CONCRETE LANDING -SSD

3'-6

" M

IN.

GALVANIZED STEEL STRINGER - SSD

GALVANIZEDMETAL DECKING - SSD

MIN. 12" HORIZONTALHANDRAIL EXTENSIONRETURN END TO WALL(TYP.)

11" (TYP.)

3"

7"

A5.48

A5.48

A5.46

T.O

. G

UA

RD

RA

IL

3'-6

" M

IN.

3

13'-7"


118' - 6 1/2"

2X6 CEDAR TOP CAP @ 10° ANGLE - MITRE CORNERS TO CAP ENDS - TYP

4X4 CEDAR POST


CONT. 2X4 CEDAR BLOCKING (TYP.)

1/2" BOLTS

3'-6

"


STAIR (BEYOND)

2X6 CEDAR TOP CAP @ 10° ANGLE - MITRE CORNERS TO CAP ENDS - TYP

4X4 CEDAR POST @ EXPOSED PORCH FRAMING (TYP.)


CONT. 2X4 CEDAR BLOCKING (TYP.)

CONCRETE STAIR LANDING - SSD

1 1/2" O.D. STEEL RAILING - PAINT

STEEL RAILING SUPPORT 4'-0" O.C. (TYP.) - PAINT

3'-6

"


1/2" BOLTS

1 1/2" X 3" X 1/4" FLAT BAR, - PAINT

1/2" LAG BOLTS (TYP.)

1 1/2" O.D. STEEL PIPE, - PAINT

1 1/2" MIN.CLEARANCE

BLOCKING AS NEEDED

1/2" ROUND STEEL BAR, - PAINT

1 1/2" MIN. CLEARANCE

1 1/2" SQUARE STEEL TUBE BALUSTER - PAINT

STEEL PLATE & BOLTS PAINT FINISH - SSD

STEEL CHANNEL STRINGER - GALVANIZED

PRECAST CONCRETE TREAD

VE

RIF

Y

EXTERIOR WALLFINISH

ANCHOR TO CONCRETE (TYP.)

EQEQ

VERIFY

4" M

AX

.

3" X 1 1/2" X 1/4" STEEL PLATE (TYP.) - PAINT

OUTSIDE OF STAIR STRINGER ABOVE

1 1/2" SQ. TUBE FRAME,- PAINT


109' - 3 1/4"

WOOSTER TYPE 131 ANTI-SLIP NOSING APPLIED TO TOP OF STEEL CHANNEL

POURED IN PLACE CONCRETE FLOOR

METAL DECKING- SSD

STEEL ANGLE - SSD

STEEL CHANNEL - SSD

STEEL STRINGER BEYOND - SSD

CONCRETE TREAD

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Bozem

an,

Monta

na

59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

\\B

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A5.4

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

STAIRSECTIONS &

DETAILS


CD

01/09/2016

3/4" = 1'-0"A5.4

1 STAIR SECTION 1 3/4" = 1'-0"A5.4

2 STAIR SECTION 2

3/4" = 1'-0"A5.4

3 DETAIL @ STAIR SCREEN 3/4" = 1'-0"A5.4

4 DETAIL @ STAIR GUARDRAIL 3" = 1'-0"A5.4

5 TYP. HANDRAIL DETAIL 6" = 1'-0"A5.4

6 DETAIL @ RAILING BASE

3/4" = 1'-0"A5.4

7 DETAIL @ REDUCED VERTICAL CLEARANCE BARRIER 3" = 1'-0"A5.4

8 DETAIL @ STAIR NOSING

No

.D

escri

pti

on

Date

3R

EV

#3 R

FI#

5,

8 &

AS

I 1,2

20

17

.03

.07

6'-8

"

3'-0"

DOOR TYPE FINTERIOR DOOR

6'-0"

6'-8

"

DOOR TYPE CEXTERIOR INSWING PATIO DOOR NOTE: SEE PLANS FOR HINGED

PANEL LOCATION. NOTE: MAXIMUM THRESHOLD

HEIGHT IS 1/2" FOR ALL GROUND LEVEL DOORS

SC

HE

DU

LED

HE

IGH

T

SCHEDULED WIDTH

6'-8

" H

EA

D H

EIG

HT

WINDOW TYPE C - FIXED

SUBFLOOR

C

SC

HE

D H

EIG

HT

SCHED WIDTH

7'-4

1/2

" H

EA

D H

EIG

HT

WINDOW TYPE B - FIXED

SUBFLOOR

B

3'-0"

6'-8

"

DOOR TYPE AEXTERIOR INSULATED

FIBERGLASS DOOR20 MINUTE FIRE RATING

NOTE: MAXIMUM THRESHOLD HEIGHT IS 1/2" FOR ALL GROUND

LEVEL DOORS

6'-8

"

6'-0"

DOOR TYPE BEXTERIOR SLIDING PATIO DOOR NOTE: SEE PLAN FOR SLIDING

PANEL LOCATIONS.


AWB, WRAP OVER FLASHING & SEAL


WINDOW TAPE - WRAP OVER NAIL FIN

SCHEDULED DOOR & FRAME

1x4 MDF CASING, PAINT

HEADER SSD

5/4X4 COMPOSITE TRIM - PAINT

SEALANT

1/4

"

SPRAY FOAM INSULATION

SEE SECTIONS FOR ASSEMBLY NOTES


WINDOW TAPE WRAP INTO OPNG


SPRAY FOAM INSUL.

WINDOW TAPE - LAP NAIL FIN

SEALANT & BACKER ROD


SEALANT

SEALANT

MDF CASING - PAINT

GWB

1X4 MDF TRIM CASING, PAINT (TYP.)


HEADER SSD

GWB


1X4 MDF TRIM CASING, PAINT (TYP.)

SEE SECTIONS FOR WALL ASSEMBLY NOTESAWB, WRAP OVER FLASHING & SEAL


WINDOW TAPE WRAP OVER NAILING FLANGE

SCHEDULED WINDOW

INT SEALANT

HEADER SSD


SEALANT

1/4

"

GWB RETURN

SEALANT

SPRAY FOAM



WINDOW TAPE WRAP INTO OPENING

SCHEDULED WINDOW

GWB RETURN

WINDOW TAPE LAP FLANGE


SILL BELOW

APRON BELOW


SEALANT

1 1/4"

1"

SEALANT

INT SEALANT

SCHEDULED WINDOW



WINDOW TAPE WRAP INTO OPENING

AWB

1X MDF TRIM SILL- PAINT

1X4 MDF TRIM APRON - PAINT

5/4X4 COMPOSIT TRIM

SPRAY FOAM

3/4"

FINISH FLOORING

CONCRETE

METAL FLASHING - EXTEND 12" BELOW GRADE

DOOR THRESHOLD SET IN A BED OF SEALANT

DOOR PER SCHEDULE


1/2"

MA

X.

FINISH FLOORING

COMPOSITE DECKING

METAL FLASHING

DOOR THRESHOLD SET IN A BED OF SEALANT

FLASHING

DOOR PER SCHEDULE

SHIM AS NECESSARY

FRAMING - SSD

*SEE A1.4 FOR FLOOR ASSEMBLIES

GYPSUM UNDERLAYMENT

SOUND ATTENUATIONMAT

1/2"

MA

X. CONCRETE SLAB

SHIM AS NEEDED

ACESSIBLE THRESHOLDSET IN A BED OF SEALANT

DOOR PER SCHEDULE


FINISH FLOORING

METAL FLASHING - EXTEND12" BELOW GRADE

SC

HE

DU

LED

HE

IGH

T

SCHEDULED WIDTH

7'-4

1/2

" H

EA

D H

EIG

HT

WINDOW TYPE A - SINGLE HUNG

SUBFLOOR

A

LATCH

WOCD - SEE NOTE #1

SC

HE

DU

LED

HE

IGH

T

SCHEDULED WIDTH

7'-0

" H

EA

D H

EIG

HT

WINDOW TYPE A1 - SINGLE HUNG

SUBFLOOR

A1

SILL LATCH

A R

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RIN

SIK

111 N

ort

h T

racy

Ave.

Bozem

an,

Monta

na

59715

Fax:

406.5

82.8

911

Ph:

406.5

82.8

988

revis

ions

\\B

IGG

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vt

A6.1

NMDCOTTONWOOD

CORNERAPARTMENTS

12 UNITBUILDING

DOOR/WINDOWSCHEDULE &

DETAILS


CD

01/09/2016

DOOR SCHEDULE

TYPE MARK

UNIT SIZE

FIRE RATING COMMENTSWIDTH HEIGHT

A 3' - 0" 6' - 8" 20 MINUTES

B 6' - 0" 6' - 8"

C 6' - 0" 6' - 8" XO FRENCH PATIO - 3'0" MIN. @ OPERATING UNIT

F 3' - 0" 6' - 8"

WINDOW SCHEDULE

TYPE MARK

COORDINATE ROUGH OPENINGS WITHMANUFACTURERE'S SPECIFICATIONS TEMPERED

GLAZINGREQUIRED EGRESS COMMENTS

WINDOW SIZE

TYPEWIDTH HEIGHT

A 3' - 0" 5' - 0" SINGLE HUNG NO YES - SEE ELEVATIONS PROVIDE WINDOW OPERATING CONTROL DEVICE

A1 3' - 0" 5' - 0" SINGLE HUNG NO YES - SEE ELEVATIONS PROVIDE SILL LATCH

B 2' - 0" 2' - 0" FIXED NO NO

C 3' - 0" 4' - 0" FIXED NO NO ALIGN HEAD W/ ADJACENT DOOR

NOTE:

1. SECOND & THIRD FLOOR SINGLE HUNG WINDOWS MUST INCLUDE A WOCD (WINDOW OPERATING CONTROL DEVICE) COMPLIANT W/ ASTM F 2090.COMPLIANCE LABEL SHALL REMAIN IN PLACE ON WOCD AND/ OR WINDOW UNTIL THE CERTIFICATE OF OCCUPANCY IS ISSUED.

2. INSULATE "SHIM SPACE" BETWEEN DOOR/WINDOW AND ROUGH OPENING WITH MINIMAL EXPANDING FOAM DESIGNATEDFOR "WINDOW AND DOOR USE" THAT IS CERTIFIED TO MEET ASTM AND AAMA REQUIREMENTS.

3. COORDINATE ALL ROUGH OPENINGS WITH MANUFACTURER'S SPECIFICATIONS.

4. ALL HEAD HEIGHT DIMENSIONS ARE TAKEN FROM TOP OF SUBFLOOR.

5. ALL GLAZING IN DOORS & SIDELITE PANELS TO BE TEMPERED.

6. REFERENCE FLOOR PLANS FOR DOOR SWING DIRECTION.

7. ALL FIRST FLOOR DOOR THRESHOLDS TO BE 1/2" MAX.

8. ALL FIRST FLOOR DOOR HARDWARE TO BE LEVERS & BE IN COMPLIANCE WITH ICC A117.1-2009.

3" = 1'-0"A6.1

8 DOOR HEAD @ LAP SIDING 3" = 1'-0"A6.1

9 DOOR JAMB @ LAP SIDING

3" = 1'-0"A6.1

7 TYP. INT DOOR@ HEAD 3" = 1'-0"A6.1

6 TYP. INT DOOR@ JAMB 3" = 1'-0"A6.1

3 WINDOW HEAD @ LAP SIDING 3" = 1'-0"A6.1

4 WINDOW JAMB @ LAP SIDING 3" = 1'-0"A6.1

5 WINDOW SILL @ LAP SIDING

3" = 1'-0"A6.1

11 DOOR SILL @ GROUND LEVEL PATIO DOOR 3" = 1'-0"A6.1

12 DOOR SILL @ SLIDING PATIO DOOR 3" = 1'-0"A6.1

10 DOOR SILL @ GROUND LEVEL UNIT ENTRY DOOR

No

.D

escri

pti

on

Date

1C

ITY

OF

BO

ZE

MA

N R

EV

ISIO

N2

017

.02

.24

1 1/2"2'-0"3/4"3'-0"3/4"2'-6"1"

1"7'-10"1"

SINK BASE

DISHWASHER

3'-0

"

LAMINATE COUNTERTOP

MICROWAVE/RANGE HOOD

2'-6

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3'-0

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1'-3

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

COORD. OPENING W/ MANUF. REQ.

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

2'-6" 3'-6" 1"

RANGE

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

REFRIGERATOR

LAMINATE COUNTERTOP AND BACKSPLASH TYP.

(TY

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6'-0

" M

IN.

1'-8" 2'-6 1/2" 3'-6"

3'-0

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2'-0"

SINK BASE

MIRROR

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3'-2

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1'-3 3/4"

T.O

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2'-9

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3'-0

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3" -

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1'-6

" M

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4" MAX.

2'-0" MIN.

1'-0" 2'-0"

BACK SPLASH

PROVIDE BLOCKING FOR FUTURE SWING-UPGRAB BAR & GRAB BAR(TYP.)

PROVIDE BLOCKING FOR FUTURE GRAB BAR (TYP.)

1'-6"

T.O

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RA

B B

AR

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3'-0

" M

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3'-0" MIN.

2'-0" MIN. 1'-0" MIN.

NOTE: FLUSH CONTROL TO BE ON THE "OPEN SIDE" OF THEWATER CLOSET

(TY

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6'-0

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IN.


8"-1

0"

1'-6

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IN.

3"-6

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1'-0" MAX.2'-0" MIN.2'-0" MAX.

T.O

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2'-9

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3'-0

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PROVIDE BLOCKING FOR FUTURE GRAB BARS (TYP.)

REMOVABLE SEAT

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(TY

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6'-0

" M

IN.

T.O

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RA

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AR

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2'-9

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2'-9

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1'-6

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T.O

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CONTINUE FLOORING UNDER VANITY CABINET

8"-1

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CORNERAPARTMENTS

12 UNITBUILDING

INTERIORELEVATIONS


CD

01/09/2016

1/2" = 1'-0"A7.1

2 KITCHEN ELEVATION B - PLAN TYPE 1 1/2" = 1'-0"A7.1

1 KITCHEN ELEVATION A - PLAN TYPE 1

1/2" = 1'-0"A7.1

9 BATHROOM ELEVATION A - PLAN TYPE 1

1/2" = 1'-0"A7.1

5 BATHROOM ELEVATION A - PLAN TYPE 2

1/2" = 1'-0"A7.1

10 BATHROOM ELEVATION B - PLAN TYPE 1

1/2" = 1'-0"A7.1

6 BATHROOM ELEVATION B - PLAN TYPE 2 1/2" = 1'-0"A7.1

7 BATHROOM ELEVATION C - PLAN TYPE 2 1/2" = 1'-0"A7.1

8 BATHROOM ELEVATION D - PLAN TYPE 2

1/2" = 1'-0"A7.1

3 KITCHEN ELEVATION A - PLAN TYPE 2 1/2" = 1'-0"A7.1

4 KITCHEN ELEVATION B - PLAN TYPE 2

1/2" = 1'-0"A7.1

11 SWING-UP GRAB BAR 1/2" = 1'-0"A7.1

12 REMOVABLE CABINET BASE

TYPE A (ANSI 117.1 2009 ACCESSIBILITY) TYPE A (ANSI 117.1 2009 ACCESSIBILITY)

TYPE A (ANSI 117.1 2009 ACCESSIBILITY) TYPE A (ANSI 117.1 2009 ACCESSIBILITY) TYPE A (ANSI 117.1 2009 ACCESSIBILITY)TYPE A (ANSI 117.1 2009 ACCESSIBILITY)

TYPE B (ANSI 117.1 2009 ACCESSIBILITY)WHEN LOCATED ON GROUND LEVEL




No

.D

escri

pti

on

Date

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A

B

B

D

D

E

E

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C

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T

2B H

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S, L

LCN

MD

APA

RTM

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01/09/17

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A

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A

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A

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A

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A

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A

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A

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A

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A

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A

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A

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C

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C

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2

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2 TYP.

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B

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1

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1

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A

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A

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A

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A

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A

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A

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A

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C

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C

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A

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A

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A

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2

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1

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S3.0

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T.O.F.

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95'-9 3/4"

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T.O.W.

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99'-9 3/4"

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T.O.F.

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95'-9 3/4"

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T.O.W.

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99'-9 3/4"

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95'-9 3/4"

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T.O.F.

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(2 TYP.)

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100'-3"

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T.O.P.

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(2 TYP.)

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95'-9 3/4"

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T.O.F.

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(2 TYP.)

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100'-3"

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T.O.P.

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(2 TYP.)

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CRAWL SPACE

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1

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1

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13

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1

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1

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1

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1

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1

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1

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1

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1

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1

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1

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1

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1

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1

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CRAWL SPACE

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6x6 POST (3 TYP.)

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6x6 POST (3 TYP.)

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95'-9 3/4"

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T.O.F.

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(2 TYP.)

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A

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3

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FOUNDATION PLAN

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%%uDRAWN:

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PMH

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%%uENGINEER:

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EJW

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%%UISSUED:

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Sheet of 6

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DATE: 01/09/2017

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#16387

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HJALMARSSON

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PER M.

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No. 8867PE

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A

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SCALE: 1/8" = 1'-0"

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FOUNDATION PLAN

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S1.0

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1

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NOTES: 1. USE (3) 2x6 POSTS U.N.O. 2. STEP INTERIOR FOOTINGS AS REQUIRED, SEE DETAIL 16/S3.1. 3. CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL PLANS. CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL PLANS. 4. SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR FOUNDATION BLOCKOUTS.

1 1

2 2

3 3

4 4

A

A

B

B

D

D

E

E

C

C

1 1

2 2

3 3

4 4

A

A

B

B

D

D

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C

C

1 1

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A

A

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D

D

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1 1

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C

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LCN

MD

APA

RTM

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- 12-

PLEX

01/09/17

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MAIN, 2ND, 3RD FLOOR AND ROOF FRAMING PLANS

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PMH

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%%uENGINEER:

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Sheet of 6

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DATE: 01/09/2017

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#16387

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HJALMARSSON

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PER M.

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No. 8867PE

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SCALE: 1/8" = 1'-0"

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MAIN FLOOR FRAMING PLAN

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S2.0

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NOTES: 1. USE (3) 2x6 POSTS U.N.O. 2. PONY WALL HEADERS TO BE IN LINE W/ HEADERS ABOVE. PONY WALL HEADERS TO BE IN LINE W/ HEADERS ABOVE. 3. SEE ARCH. DRAWINGS FOR CRAWL SPACE ACCESS LOCATIONS.

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SCALE: 1/8" = 1'-0"

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2ND FLOOR FRAMING PLAN

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S2.0

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NOTES: 1. USE (2) 2x6 HEADERS U.N.O. 2. USE (3) 2x6 POSTS U.N.O.

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SCALE: 1/8" = 1'-0"

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3RD FLOOR FRAMING PLAN

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NOTES: 1. USE (2) 2x6 HEADERS U.N.O. 2. USE (3) 2x6 POSTS U.N.O.

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SCALE: 1/8" = 1'-0"

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ROOF FRAMING PLAN

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NOTES: 1. USE (2) 2x6 HEADERS U.N.O. 2. USE (3) 2x6 POST U.N.O. 3. SEE ARCH. DRAWINGS FOR ATTIC ACCESS LOCATIONS. 4. PROVIDE JOIST DIRECTLY UNDER PARAPET WALL. 5. 10' CONTINUOUS 2x8 LEDGER MINIMUM.

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BEARING CRAWLSPACE WALL

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2x6 @ 16" O.C.

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FOOTING PER PLAN

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SEE SOILS REPORT

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P.T. 2x6 PLATE W/ " x10" ANCHOR BOLTS 12" x10" ANCHOR BOLTSW/ x3x0'-3" WASHERS @ 48" O.C. 14x3x0'-3" WASHERS @ 48" O.C. (U.N.O. ON SHEAR SCHEDULE)

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NOTE: 1. ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.

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SPACING

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1/2" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 2'-6" O.C.

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8d COMMON

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A

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7/16" (32/16) APA RATED 0NE SIDE

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SHEATHING

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WALL

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350 PLF WALL LOAD

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BLOCKING

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B

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3" NOM. 2" NOM.

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440 PLF WALL LOAD

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5/8" GYPSUM ONE SIDES OF WALL

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G1

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2" NOM. 2" NOM.

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90 PLF WALL LOAD

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5/8" GYPSUM TWO SIDES OF WALL

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G2

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160 PLF WALL LOAD

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2" NOM. 2" NOM.

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255 PLF WALL LOAD

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OR 1 16 GAGE12 16 GAGE

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NAILS OR STAPLES

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4" O.C. EDGE 3" O.C. EDGE

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8d COMMON

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NOTE: 1. ALL FIELD SCREWING, NAILING OR STAPLING TO BE 12" O.C. U.N.O. ALL FIELD SCREWING, NAILING OR STAPLING TO BE 12" O.C. U.N.O. 2. ANCHOR BOLTS VALUES PER 2012 N.D.S. TABLE 11E. ANCHOR BOLTS VALUES PER 2012 N.D.S. TABLE 11E. 3. FASTENER VALUES PER 2012 IBC, TABLE 2306.3(1). FASTENER VALUES PER 2012 IBC, TABLE 2306.3(1). 4. PROVIDE FASTENERS ABOVE AND BELOW WINDOWS AND DOORS WITH PROVIDE FASTENERS ABOVE AND BELOW WINDOWS AND DOORS WITH EQUIVALENT FASTENER PATTERN & BLOCKING OF ADJACENT SHEAR WALL.

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PLATE

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2" NOM. 2" NOM.

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2" NOM. 2" NOM.

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6d COOLER

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OR No. 6 SCREWS

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OR 5/8" DIA. x 10" W/ 3"x3"x1/4" WASHERS @ 4'-0" O.C.

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6d COOLER

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OR No. 6 SCREWS

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SHEAR WALL SCHEDULE

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DESIGN CODE: 2012 INTERNATIONAL BUILDING CODE BOZEMAN, MONTANA DESIGN PARAMETERS (59718) LIVE LOADS Ls=41 PSF (ROOF SNOW LOAD) Ls=41 PSF (ROOF SNOW LOAD) Lo=40 PSF (RESIDENTIAL LOAD) Lo=60 PSF (CORRIDOR & BALCONY) (CORRIDOR & BALCONY) DEAD LOADS Df=15 PSF (FIRST FLOOR LOAD) Df=15 PSF (FIRST FLOOR LOAD) Df=30 PSF (2ND & 3RD FLOOR LOAD) Dc=60 PSF (CORRIDOR) Dr=15 PSF (ROOF LOAD) (ROOF LOAD) WIND LOAD WIND SPEED=115 MPH (3 SECOND GUST) WIND SPEED=115 MPH (3 SECOND GUST) RISK CATEGORY=II EXPOSURE=C LONGITUDINAL=xK TRANSVERSE=xK SEISMIC LOAD SIMPLIFIED LATERAL FORCE ANALYSIS PROCEDURE (ASCE 12.14.8) SIMPLIFIED LATERAL FORCE ANALYSIS PROCEDURE (ASCE 12.14.8) I=1.00 (20% RESIDUAL SNOW LOAD) SS=0.734 S=0.734 =0.734 S1=0.214 1=0.214 =0.214 SOIL SITE CLASS=D SDS=0.542 DS=0.542 =0.542 SD1=0.226 D1=0.226 =0.226 DESIGN CATEGORY=D R=6.50 - (LIGHT WEIGHT WALLS SHEATHED W/ WOOD PANELS) 6.50 - (LIGHT WEIGHT WALLS SHEATHED W/ WOOD PANELS) TOTAL SHEAR=xK ASD REDUCTION=xK SOILS 2,000 PSF (CONTRACTOR TO VERIFY SOIL BEARING CAPACITY 2,000 PSF (CONTRACTOR TO VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION) FLOOD HAZARD AREA FIRM MAP #=N/A FIRM MAP #=N/A

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DESIGN CODES AND LOADS

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1. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318-14. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318-14. 2. ALL SLABS ON GRADE ARE TO PLACED ON WELL COMPACTED BACKFILL. ALL SLABS ON GRADE ARE TO PLACED ON WELL COMPACTED BACKFILL. 3. ARRANGEMENT AND BENDING OF REINFORCING STEEL WILL BE IN ACCORDANCE WITH ACI ARRANGEMENT AND BENDING OF REINFORCING STEEL WILL BE IN ACCORDANCE WITH ACI DETAILING MANUAL. LATEST EDITION. 4. REINFORCING STEEL WILL BE NEW DEFORMED BARS. REINFORCING STEEL WILL BE NEW DEFORMED BARS. 5. CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, WILL BE AS CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, WILL BE AS FOLLOWS: SURFACE CAST AGAINST EARTH 3" 3" FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER #6 OR LARGER 2" 2" #5 OR SMALLER 1-1/2" 1-1/2" FORMED SURFACES NOT IN CONTACT W/ EARTH OR EXPOSED TO WEATHER WALLS, SLABS, JOISTS 3/4" 3/4" 6. NON-CONTINUOUS ENDS OF TOP BARS IN GRADE BEAMS AND SLABS WILL TERMINATE IN NON-CONTINUOUS ENDS OF TOP BARS IN GRADE BEAMS AND SLABS WILL TERMINATE IN A STANDARD HOOK, UNLESS DETAILED OTHERWISE. 7. CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE. CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE. 8. CONTRACTOR TO PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR CONTRACTOR TO PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE. 9. VERTICAL HOOKED REINFORCING STEEL MAY BE "WET-SET" IN RESIDENTIAL FOOTINGS VERTICAL HOOKED REINFORCING STEEL MAY BE "WET-SET" IN RESIDENTIAL FOOTINGS WITH FOUNDATION WALLS THAT ARE 4'-0" OR LESS. 10. BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES WILL HAVE PLASTIC BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES WILL HAVE PLASTIC OR RUBBER TIPS OR BE STAINLESS STEEL. 11. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS. 12. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE WILL BE SUBMITTED FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS. 13. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS WILL BE MADE AT MIDSPAN OR POINTS OF MINIMUM SHEAR. 14. SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS WILL BE LIMITED TO: SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS WILL BE LIMITED TO: SLABS ON GRADE - 3600 SQ. FT. WITH MAXIMUM DIMENSIONS OF 60 FT. PLACE IN 3600 SQ. FT. WITH MAXIMUM DIMENSIONS OF 60 FT. PLACE IN LANE OR STRIP FASHION. LANE OR STRIP FASHION. 15. VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS AND COORDINATE VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS AND COORDINATE ANY ADDITIONAL REQUIRED OPENINGS WITH OTHER TRADES AND THE ARCHITECT / ENGINEER. 16. ALL CONCRETE EXPOSED TO FREEZING AND THAWING WILL CONTAIN 5-7% ENTRAINED ALL CONCRETE EXPOSED TO FREEZING AND THAWING WILL CONTAIN 5-7% ENTRAINED AIR. 17. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE. 18. REINFORCEMENT LAP LENGTHS AT DISCONTINUOUS BARS SHALL COMPLY WITH THE REINFORCEMENT LAP LENGTHS AT DISCONTINUOUS BARS SHALL COMPLY WITH THE REINFORCEMENT LAP LENGTHS AT DISCONTINUOUS BARS SHALL COMPLY WITH THE FOLLOWING TABLE: * TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. **INCREASE LAP LENGTHS SHOWN ABOVE BY 25% WHERE BARS ARE SPACED CLOSER THAN 2" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN " FROM FACE OF MEMBER58" FROM FACE OF MEMBER

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LAP LENGTHS** OF DISCONTINUOUS REBAR BAR SIZE #3 #4 #5 #6 #7 #3 #4 #5 #6 #7 #3 #4 #5 #6 #7 #4 #5 #6 #7 #5 #6 #7 #6 #7 #7 DESIGN STRENGTH 3000 PSI 3000 PSI 3000 PSI GR 60 TOP BAR* 1'-0" 2'-5" 3'-0" 3'-7" 5'-3" 1'-0" 2'-5" 3'-0" 3'-7" 5'-3" 2'-5" 3'-0" 3'-7" 5'-3" 3'-0" 3'-7" 5'-3" 3'-7" 5'-3" 5'-3" OTHER BAR 1'-5" 1'-10" 2'-4" 2'-9" 4'-0" 1'-5" 1'-10" 2'-4" 2'-9" 4'-0" 1'-10" 2'-4" 2'-9" 4'-0" -10" 2'-4" 2'-9" 4'-0" 2'-4" 2'-9" 4'-0" 2'-9" 4'-0" 4'-0" DESIGN STRENGTH 4000 PSI 4000 PSI 4000 PSI 4000 PSI GR 60 TOP BAR* 1'-7" 2'-1" 2'-7" 3'-1" 4'-6" 1'-7" 2'-1" 2'-7" 3'-1" 4'-6" 2'-1" 2'-7" 3'-1" 4'-6" 2'-7" 3'-1" 4'-6" 3'-1" 4'-6" 4'-6" OTHER BAR 1'-4" 1'-7" 2'-0" 2'-5" 3'-6"1'-4" 1'-7" 2'-0" 2'-5" 3'-6"1'-7" 2'-0" 2'-5" 3'-6"2'-0" 2'-5" 3'-6"2'-5" 3'-6"3'-6"

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CAST-IN-PLACE CONCRETE

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1. ALL FOOTINGS TO BEAR ON SOILS PER GEOTECHNICAL REPORT. ALL FOOTINGS TO BEAR ON SOILS PER GEOTECHNICAL REPORT. 2. ALL EXPOSED CONCRETE TO BE SACK FINISHED. ALL EXPOSED CONCRETE TO BE SACK FINISHED. 3. ALL BEARING SOIL TO BE APPROVED BY GEOTECHNICAL ENGINEER. ALL BEARING SOIL TO BE APPROVED BY GEOTECHNICAL ENGINEER. 4. WHERE EXPANSIVE CLAY, ORGANIC MATTER, EXCESSIVE GROUND WATER IS APPARENT WHERE EXPANSIVE CLAY, ORGANIC MATTER, EXCESSIVE GROUND WATER IS APPARENT AFTER EXCAVATION NOTIFY ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. 5. COORDINATE BLOCKOUTS FOR UTILITY PIPING UNDER FTG. & IN WALL. COORDINATE BLOCKOUTS FOR UTILITY PIPING UNDER FTG. & IN WALL. 6. BLOCKOUT AS REQUIRED FOR UTILITIES, WATER, ELECTRICAL, SEWER, ETC. BLOCKOUT AS REQUIRED FOR UTILITIES, WATER, ELECTRICAL, SEWER, ETC. 7. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 8. ALL FOUNDATION WORK TO COMPLY WITH GEOTECHNICAL REPORT. ALL FOUNDATION WORK TO COMPLY WITH GEOTECHNICAL REPORT. 9. IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT/ENGINEER WILL BE NOTIFIED AT ONCE FOR RESOLUTION. 10. ALL FOUNDATIONS WILL BE CENTERED ON WALLS OR COLUMNS UNLESS INDICATED ALL FOUNDATIONS WILL BE CENTERED ON WALLS OR COLUMNS UNLESS INDICATED OTHERWISE 11. WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON TWO SIDES OF A GRADE BEAM OR WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON TWO SIDES OF A GRADE BEAM OR WALL, THEY WILL BE PLACED IN LAYERS ALTERNATELY ON OPPOSITE SIDES TO MAINTAIN LEVELS THAT WILL AVOID DISPLACEMENT OF, OR DAMAGE TO, THE WALLS OR BEAMS. 12. WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON ONE SIDE OF A GRADE BEAM OR WHERE FILL OR BACKFILL MATERIALS ARE PLACED ON ONE SIDE OF A GRADE BEAM OR WALL, THE BEAM OR WALL WILL BE ADEQUATELY SHORED AND BRACED OR THE MATERIALS WILL NOT BE PLACED UNTIL THE SUPPORTING FLOOR SLAB HAS BEEN POURED AND SET. 13. CONTINUOUS FOOTINGS WILL BE STEPPED AT SLOPE OF ONE VERTICAL TO TWO CONTINUOUS FOOTINGS WILL BE STEPPED AT SLOPE OF ONE VERTICAL TO TWO HORIZONTAL. 14. SLOPE BETWEEN ADJACENT FOOTING OR EXCAVATIONS WILL NOT EXCEED ONE VERTICAL SLOPE BETWEEN ADJACENT FOOTING OR EXCAVATIONS WILL NOT EXCEED ONE VERTICAL TO TWO HORIZONTAL. STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE.

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FOUNDATION

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1. CONCRETE SLABS 4000 PSI @ 28 DAYS CONCRETE SLABS 4000 PSI @ 28 DAYS 4000 PSI @ 28 DAYS ELSEWHERE 3500 PSI @ 28 DAYS 3500 PSI @ 28 DAYS 2. REINFORCING STEEL #4-#10 BARS - ASTM A615 - GRADE 60 REINFORCING STEEL #4-#10 BARS - ASTM A615 - GRADE 60 #4-#10 BARS - ASTM A615 - GRADE 60 #3 BARS - ASTM A615 - GRADE 40 MESH - ASTM A185 3. WELDED BARS AND ANCHORS ASTM A706 (GRADE 60) WELDED BARS AND ANCHORS ASTM A706 (GRADE 60) ASTM A706 (GRADE 60) 4. WELDED WIRE AND FABRIC ASTM A185 WELDED WIRE AND FABRIC ASTM A185 ASTM A185 5. TUBES ASTM A500, FY = 46 KSI TUBES ASTM A500, FY = 46 KSI ASTM A500, FY = 46 KSI 6. STEEL SHAPES & PLATES ASTM A36, FY = 36 KSI STEEL SHAPES & PLATES ASTM A36, FY = 36 KSI ASTM A36, FY = 36 KSI 7. WELDED CONNECTIONS E70XX ELECTRODES WELDED CONNECTIONS E70XX ELECTRODES E70XX ELECTRODES 8. BOLTS ASTM A325N BOLTS ASTM A325N ASTM A325N 9. ANCHOR BOLTS ASTM A307 OR ASTM A36 ANCHOR BOLTS ASTM A307 OR ASTM A36 ASTM A307 OR ASTM A36 10. EXPANSION BOLTS KWIK-BOLTS, THUNDERSTUDS, WEJ-IT BOLTS, EXPANSION BOLTS KWIK-BOLTS, THUNDERSTUDS, WEJ-IT BOLTS, KWIK-BOLTS, THUNDERSTUDS, WEJ-IT BOLTS, (NO THREADS IN RED-HEAD ANCHORS OR NATIONAL FASTENERS. RED-HEAD ANCHORS OR NATIONAL FASTENERS. NATIONAL FASTENERS. SHEAR PLANE TYP.) PROVIDE ICB0 REPORT FOR EXPANSION PROVIDE ICB0 REPORT FOR EXPANSION ANCHORS USED. USED. 11. DIMENSIONAL FRAMING LUMBER DOUGLAS FIR #2 OR BETTER DIMENSIONAL FRAMING LUMBER DOUGLAS FIR #2 OR BETTER DOUGLAS FIR #2 OR BETTER M.C. NOT TO EXCEED 19% Fb = 900 PSI Fc = 625 PSI Fb = 900 PSI Fc = 625 PSI Fc = 625 PSI = 625 PSI Fv = 180 PSI Fc = 1350 PSI Fc = 1350 PSI = 1350 PSI E = 1600000 PSI 12. POSTS (2012 N.D.S.) DOUGLAS FIR #1 OR BETTER POSTS (2012 N.D.S.) DOUGLAS FIR #1 OR BETTER DOUGLAS FIR #1 OR BETTER (POSTS AND TIMBERS) Fb = 1200 PSI Fb = 1200 PSI M.C. NOT TO EXCEED 19% Fc = 1000 PSI Fc = 1000 PSI = 1000 PSI 14. L.V.L. MEMBERS Fb = 2600 PSI Fc = 750 PSI L.V.L. MEMBERS Fb = 2600 PSI Fc = 750 PSI Fb = 2600 PSI Fc = 750 PSI Fc = 750 PSI = 750 PSI TRUS-JOIST MACMILLAN Fv = 285 PSI Fc = 2510 PSI Fv = 285 PSI Fc = 2510 PSI Fc = 2510 PSI = 2510 PSI OR APPROVED EQUIV. E = 1900000 PSI E = 1900000 PSI 15. GLUED LAMINATED BEAMS DOUGLAS FIR (2012 N.D.S.) GLUED LAMINATED BEAMS DOUGLAS FIR (2012 N.D.S.) DOUGLAS FIR (2012 N.D.S.) Fb = 2400 PSI Fc = 650 PSI Fc = 650 PSI = 650 PSI Fv = 240 PSI Fc = 1650 PSI 240 PSI Fc = 1650 PSI Fc = 1650 PSI = 1650 PSI E = 1800000 PSI 16. JOISTS TRUS-JOIST MACMILLAN OR APPROVED EQ. JOISTS TRUS-JOIST MACMILLAN OR APPROVED EQ. TRUS-JOIST MACMILLAN OR APPROVED EQ. (PROVIDE BLOCKING & WEB STIFFENERS AS REQUIRED BY MANUFACTURER.)

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MATERIALS

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1. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AT ONCE FOR RESOLUTION. 2. STRUCTURAL MEMBERS INCLUDING SLABS, BEAMS, COLUMNS AND WALLS ARE DESIGNED FOR STRUCTURAL MEMBERS INCLUDING SLABS, BEAMS, COLUMNS AND WALLS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT. 3. DO NOT SCALE DRAWINGS, IF ADDITIONAL DIMENSIONS ARE REQUIRED CONTACT THIS OFFICEDO NOT SCALE DRAWINGS, IF ADDITIONAL DIMENSIONS ARE REQUIRED CONTACT THIS OFFICE

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SUPPLEMENTAL NOTES

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1. MULTIPLE PLY JOISTS AND BEAMS SHOULD BE ADEQUATELY CONNECTED TOGETHER TO ACT AS MULTIPLE PLY JOISTS AND BEAMS SHOULD BE ADEQUATELY CONNECTED TOGETHER TO ACT AS ONE JOIST OR BEAM. 2. TRUSSES TO BE DESIGNED AND APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSSES TO BE DESIGNED AND APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. 3. REFERENCE WOOD TRUSS COUNCIL OF AMERICA PUBLICATION #TTBPS-010315 FOR FRAMING REFERENCE WOOD TRUSS COUNCIL OF AMERICA PUBLICATION #TTBPS-010315 FOR FRAMING DETAILS TO MINIMIZE PARTITION SEPARATION FROM TRUSS ARCHING. 4. ALL HEADERS (2) 2X10 AND ALL POSTS (3) 2X6 TYPICAL (U.N.O.) ALL HEADERS (2) 2X10 AND ALL POSTS (3) 2X6 TYPICAL (U.N.O.) 5. HOLE & NOTCHING REQUIREMENTS: HOLE & NOTCHING REQUIREMENTS: a. STUDS: STUDS: HOLES -TO BE A MINIMUM " TO EDGE OF STUDS AND NOT EXCEED 60% 58" TO EDGE OF STUDS AND NOT EXCEED 60% OF STUD DEPTH. NOTCHES - SHALL NOT EXCEED 40% OF THE STUD DEPTH. SHALL NOT EXCEED 40% OF THE STUD DEPTH. b. DOUBLE TOP PLATE: DOUBLE TOP PLATE: FOR NOTCHES OR HOLES EXCEEDING 50% OF PLATE WIDTH ADD A 16 GA.x1.5 IN WIDE STRAP WITH A MINIMUM 8-16D NAILS EACH SIDE. c. JOISTS AND TRUSSES: JOISTS AND TRUSSES: ALL HOLES AND NOTCH SHOULD FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. 6. SHEATHING REQUIREMENTS: SHEATHING REQUIREMENTS: a. FLOOR SHEATHING - " ( ) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. FLOOR SHEATHING - " ( ) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. 34" ( ) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. 4824) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. AT PANEL EDGES, 10d COMMON @ 10" O.C. AT INTERMEDIATE FRAMING. ATTACH PANEL TO FRAMEWORK WITH CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE OR FRAMEWORK WITH CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE OR AS REQ'D BY FINISH FLOOR MATERIAL. b. ROOF SHEATHING - " ( ) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL ROOF SHEATHING - " ( ) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL 58" ( ) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL 4020) APA RATED SHEATHING 10d COMMON @ 6" O.C. AT PANEL EDGES, 8d COMMON @ 12" O.C. AT INTERMEDIATE FRAMING. c. EXTERIOR WALL SHEATHING - 7/16" ( ) APA RATED SHEATHING 8d COMMON @ 6" EXTERIOR WALL SHEATHING - 7/16" ( ) APA RATED SHEATHING 8d COMMON @ 6" 3216) APA RATED SHEATHING 8d COMMON @ 6" O.C. AT PANEL EDGES, 8d COMMONS @ 12" O.C. AT INTERMEDIATE FRAMING, BLOCK ALL SHEATHING EDGES W/ 2" WIDE NOMINAL BLOCKING. (TYP. U.N.O. ON SHEAR WALL SCHEDULE). d. INTERIOR WALL SHEATHING - " GYPSUM WALL SHEATHING #6 X 1 " SCREWS @ 8" INTERIOR WALL SHEATHING - " GYPSUM WALL SHEATHING #6 X 1 " SCREWS @ 8" 12" GYPSUM WALL SHEATHING #6 X 1 " SCREWS @ 8" 14" SCREWS @ 8" O.C. AT PANEL EDGES AND 12" O.C. @ INTERMEDIATE FRAMING (TYPICAL U.N.O.). 7. WALL FRAMING REQUIREMENTS: STUD HEIGHT FRAMING LUMBER FRAMING LUMBER <10' 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. #2 OR BETTER @ 16" O.C. >10'<14' 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #2 OR BETTER @ 16" O.C. >14'<15' 2x6 DOUGLAS FIR (DF) #1 OR BETTER @ 16" O.C. 2x6 DOUGLAS FIR (DF) #1 OR BETTER @ 16" O.C. -OR- 1 "x5 " LSL @ 16" O.C. 12"x5 " LSL @ 16" O.C. 12" LSL @ 16" O.C. 16' (MAX.) 1 "x5 " LVL @ 16" O.C. 1 "x5 " LVL @ 16" O.C. 34"x5 " LVL @ 16" O.C. 12" LVL @ 16" O.C.

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WOOD FRAMING

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%%USTANDARD ABBREVIATIONS

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DETAIL NUMBER

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SHEET NUMBER

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- DETAIL CALLOUT

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A

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#

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- WELD SYMBOL

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- GRID REFERENCE

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14"

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NOTE

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3"

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14"

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- ELEVATION CALLOUT

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ARCH. - ARCHITECTURAL - ARCHITECTURAL - CENTERLINE - CENTERLINE CONT. - CONTINUOUS - CONTINUOUS D.F. - DOUGLAS FIR - DOUGLAS FIR G-L - GLU-LAM - GLU-LAM LVL - LAMINATED VENEER LUMBER - LAMINATED VENEER LUMBER MAX. - MAXIMUM - MAXIMUM MIN. - MINIMUM - MINIMUM O.C. - ON CENTER - ON CENTER - PLATE - PLATE P.T. - PRESSURE TREATED - PRESSURE TREATED R.S. - ROUGH SAWN - ROUGH SAWN SIM. - SIMILAR - SIMILAR T.O.S - TOP OF SLAB - TOP OF SLAB T.O.W. - TOP OF WALL - TOP OF WALL TYP. - TYPICAL - TYPICAL U.N.O. - UNLESS NOTED OTHERWISE - UNLESS NOTED OTHERWISE V.I.B. - VERIFY IN FIELD - VERIFY IN FIELD

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- SEE SOILS REPORT SEE SOILS REPORT - GRANULAR FILL GRANULAR FILL - CONCRETE CONCRETE - RIGID INSULATION RIGID INSULATION - CONCRETE MASONRY CONCRETE MASONRY - SHEAR WALL SHEAR WALL - BEARING WALL BEARING WALL - HOLDOWN HOLDOWN - STEEL COLUMN STEEL COLUMN HSS4x4x (U.N.O.) 14 (U.N.O.) - WOOD COLUMN WOOD COLUMN (3) 2x6 (U.N.O.)

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2

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S3.1

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96'-0"

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T.O.F.

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LEGEND

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E

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D

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42" SQ. x10" DP.

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36" SQ. x8" DP.

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(5) #4 EA. WAY

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(7) #4 EA. WAY

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A

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B

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C

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16" x8" DP. CONT.

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24" SQ. x8" DP.

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(2) #4 CONT.

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(2) #4 EA. WAY

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CONCRETE DIMENSIONS

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REINFORCING BAR

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SYMBOL

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FOOTING SCHEDULE

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24" x8" DP. CONT.

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(3) #4 CONT.

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S1.0 - FOUNDATION PLAN - FOUNDATION PLAN S2.0 - MAIN, 2ND, 3RD FLOOR AND ROOF FRAMING PLANS - MAIN, 2ND, 3RD FLOOR AND ROOF FRAMING PLANS S3.0 - STRUCTURAL NOTES & DETAILS - STRUCTURAL NOTES & DETAILS S3.1 - STRUCTURAL DETAILS - STRUCTURAL DETAILS S3.2 - STRUCTURAL DETAILS - STRUCTURAL DETAILS S3.3 - STRUCTURAL DETAILS- STRUCTURAL DETAILS

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STRUCTURAL DRAWING LIST

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1.SURFACE WATER REQUIRED TO DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE PATTERN. SURFACE WATER REQUIRED TO DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE PATTERN. THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES)

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CIVIL NOTES

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USP CONNECTORS THAT MEET OR EXCEED THE CAPACITY OF THE SIMPSON STRONG -TIE CONNECTORS SPECIFIED ON PLAN ARE AN ACCEPTABLE ALTERNATIVE. CONTACT MANUFACTURER OR RETAILER FOR EQUIVALENT SIZES.

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USP CONNECTORS

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STRUCTURAL NOTES & CODES APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS OR SPECIFICATIONS.

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1. SOLE PLATE TO JOIST OR BLOCKING 16d (3 "x0.135") @ 16" O.C. SOLE PLATE TO JOIST OR BLOCKING 16d (3 "x0.135") @ 16" O.C. 16d (3 "x0.135") @ 16" O.C. 12"x0.135") @ 16" O.C. 3"x0.131" NAILS @ 8" O.C. TYPICAL FACE TYPICAL FACE 3" 14 GAGE STAPLES @ 12" O.C.NAIL NAIL SOLE PLATE TO JOIST OR BLOCKING (3) 16d (3 "x0.135") @ 16" O.C. BRACED WALL (3) 16d (3 "x0.135") @ 16" O.C. BRACED WALL 12"x0.135") @ 16" O.C. BRACED WALL BRACED WALL @ BRACE WALL PANEL (4) 3"x0.131" NAILS @ 16" O.C. PANELS (4) 3"x0.131" NAILS @ 16" O.C. PANELS PANELS (4) 3" 14 GAGE STAPLES @ 16" O.C. 2. TOP PLATE TO STUD (2) 16d COMMON (3 "x0.162") TOP PLATE TO STUD (2) 16d COMMON (3 "x0.162") (2) 16d COMMON (3 "x0.162") 12"x0.162") (3) 3"x0.131" NAILS END NAIL END NAIL (3) 3" 14 GAGE STAPLES 3. STUD TO SOLE PLATE (4) 8d COMMON (2 "x0.131") STUD TO SOLE PLATE (4) 8d COMMON (2 "x0.131") (4) 8d COMMON (2 "x0.131") 12"x0.131") (4) 3"x0.131" NAILS TOE NAIL TOE NAIL (3) 3" 14 GAGE STAPLES (2) 16d COMMON (3 "x0.162") 12"x0.162") (3) 3"x0.131" NAILS END NAIL END NAIL (3) 3" 14 GAGE STAPLES 4. DOUBLE STUDS 16d (3 "x0.135") @ 24" O.C. DOUBLE STUDS 16d (3 "x0.135") @ 24" O.C. 16d (3 "x0.135") @ 24" O.C. 12"x0.135") @ 24" O.C. 3"x0.131" NAILS @ 8" O.C. FACE NAIL FACE NAIL 3" 14 GAGE STAPLES @ 8" O.C. 5. DOUBLE TOP PLATES 16d (3 "x0.135") @ 16" O.C. DOUBLE TOP PLATES 16d (3 "x0.135") @ 16" O.C. 16d (3 "x0.135") @ 16" O.C. 12"x0.135") @ 16" O.C. 3"x0.131" NAILS @ 12" O.C. TYPICAL FACE NAIL TYPICAL FACE NAIL 3" 14 GAGE STAPLES @ 12" O.C. DOUBLE TOP PLATES (8) 16d COMMON (3 "x0.162") (8) 16d COMMON (3 "x0.162") 12"x0.162") (12) 3"x0.131" NAILS LAP SPLICE LAP SPLICE (12) 3" 14 GAGE STAPLES 6. BLOCKING BETWEEN JOISTS (3) 8d COMMON (2 "x0.131") BLOCKING BETWEEN JOISTS (3) 8d COMMON (2 "x0.131") (3) 8d COMMON (2 "x0.131") 12"x0.131") ) OR RAFTERS TO TOP PLATE (3) 3"x0.131" NAILS TOENAIL (3) 3"x0.131" NAILS TOENAIL TOENAIL (3) 3" 14 GAGE STAPLES 7. RIM JOIST TO TOP PLATE 8d (2 "x0.131") @ 6" O.C. RIM JOIST TO TOP PLATE 8d (2 "x0.131") @ 6" O.C. 8d (2 "x0.131") @ 6" O.C. 12"x0.131") @ 6" O.C. 3"x0.131" NAILS @ 6" O.C. TOENAIL TOENAIL 3" 14 GAGE STAPLES @ 6" O.C. 8. TOP PLATES, LAPS AND (2) 16d COMMON (3 "x0.162") TOP PLATES, LAPS AND (2) 16d COMMON (3 "x0.162") (2) 16d COMMON (3 "x0.162") 12"x0.162") INTERSECTIONS (3) 3"x0.131" NAILS FACE NAIL (3) 3"x0.131" NAILS FACE NAIL FACE NAIL (3) 3" 14 GAGE STAPLES 9. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 "x0.162") 16"O.C. ALONG EDGE CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 "x0.162") 16"O.C. ALONG EDGE 16d COMMON (3 "x0.162") 16"O.C. ALONG EDGE 12"x0.162") 16"O.C. ALONG EDGE 16"O.C. ALONG EDGE 10. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 "x0.131") TOENAIL CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 "x0.131") TOENAIL (4) 8d COMMON (2 "x0.131") TOENAIL 12"x0.131") TOENAIL TOENAIL 11. BUILT-UP CORNER STUDS 16d COMMON (3 "x0.162") 24" O.C. BUILT-UP CORNER STUDS 16d COMMON (3 "x0.162") 24" O.C. 16d COMMON (3 "x0.162") 24" O.C. 12"x0.162") 24" O.C. 24" O.C. 3"x0.131" NAILS 16" O.C. 16" O.C. 3" 14 GAGE STAPLES 16" O.C. 16" O.C. 12. BUILT-UP GIRDER TO BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL @ TOP BUILT-UP GIRDER TO BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL @ TOP 20d COMMON (4"x0.192") 32" O.C. FACE NAIL @ TOP FACE NAIL @ TOP 3"x0.131" NAILS @ 24" O.C. & BOTTOM STAGGERED & BOTTOM STAGGERED 3" 14 GAGE STAPLES @ 24' O.C. ON OPPOSITE SIDES ON OPPOSITE SIDES (2) 20d COMMON (4"x0.192") (3) 3"x0.131" NAILS FACE NAIL @ ENDS FACE NAIL @ ENDS (3) 3" 14 GAGE STAPLES & @ EA. SPLICE & @ EA. SPLICE 13. JOIST TO BAND JOIST (3) 16d COMMON (3 "x0.131") JOIST TO BAND JOIST (3) 16d COMMON (3 "x0.131") (3) 16d COMMON (3 "x0.131") 12"x0.131") (4) 3"x0.131" NAIL FACE NAIL FACE NAIL (4) 3" 14 GAGE STAPLES 14. LEDGER STRIP (3) 16d COMMON (3 "x0.162") FACE NAIL @ LEDGER STRIP (3) 16d COMMON (3 "x0.162") FACE NAIL @ (3) 16d COMMON (3 "x0.162") FACE NAIL @ 12"x0.162") FACE NAIL @ FACE NAIL @ (4) 3"x0.131" NAILS EA. JOIST EA. JOIST (4) 3" 14 GAGE STAPLES

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IBC 2012 FASTENING SCHEDULE TABLE 2304.9.1 (U.N.O.. ON PLANS, ALL NAILS COMMON U.N.O.) NOTE: GALVANIZED NAILS, SCREWS AND STAPLES REQUIRED FOR ANY PENITRATION INTO P.T. LUMBER. CONNECTION FASTENING LOCATION FASTENING LOCATIONFASTENING LOCATIONLOCATION

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FASTENING SCHEDULE

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SYMBOL

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HOLDOWN TYPE

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SIMPSON ANCHOR

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MEMBER THICKNESS (IN)

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ANCHOR DIAMETER (IN)

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ALLOWABLE TENSION (LB)

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1 HDU8 (2) 2X6 " SB x24 6755 HDU8 (2) 2X6 " SB x24 6755 (2) 2X6 " SB x24 6755 " SB x24 6755 78" SB x24 6755 SB x24 6755 78x24 6755 6755 2 MST48 (2) 2X6 N/A N/A 3960 MST48 (2) 2X6 N/A N/A 3960 (2) 2X6 N/A N/A 3960 N/A N/A 3960 N/A 3960 3960 3960 3 MST37 (2) 2x6 N/A N/A 2465MST37 (2) 2x6 N/A N/A 2465(2) 2x6 N/A N/A 2465 N/A N/A 2465N/A 2465 2465

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HOLDOWN LEGEND

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1. METAL ROOF DECKING SHALL BE 1 " DEEP, WIDE RIB TYPE, G60 GALVANIZED, METAL ROOF DECKING SHALL BE 1 " DEEP, WIDE RIB TYPE, G60 GALVANIZED, 12" DEEP, WIDE RIB TYPE, G60 GALVANIZED, CONTINUOUS OVER A MINIMUM OF THREE SPANS, WITH: 2. FOR WELDED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH " PUDDLE WELDS WITH FOR WELDED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH " PUDDLE WELDS WITH 58" PUDDLE WELDS WITH 364 PATTERN. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" MAX. O.C. WITH 5 SCREWS PER SPAN MINIMUM. 3. FOR FASTENED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH #12 TEK SCREWS FOR FASTENED CONNECTIONS ATTACH DECKING AT SUPPORTS WITH #12 TEK SCREWS WITH PATTERN. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" 364 PATTERN. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" MAX. O.C. WITH 5 SCREWS PER SPAN MINIMUM. 4. 4" CONCRETE SLAB REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC. 4" CONCRETE SLAB REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC. 5. HANDLE AND INSTALL PER ALL VULCRAFT SPECIFICATIONS. HANDLE AND INSTALL PER ALL VULCRAFT SPECIFICATIONS.

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COMPOSITE METAL DECKING

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1.5VL x 18 GAUGE

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Sp = 0.311 IN^3/FT

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Ip = 0.272 IN^4/FT

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SECTION MODULUS (MIN.)

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MOMENT OF INERTIA (MIN).

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DECK

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Sn = 0.324 IN^3/FT

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In = 0.295 IN^4/FT

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VULCRAFT

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APA RATED SHEATHING PER SCHEDULE

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PROVIDE BLOCKING

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16d TOENAIL @ 6" O.C.

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FLOOR JOIST PER PLAN

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2x6 @ 16" O.C.

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SHEATHING PER NOTE 1

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SEE SOILS REPORT

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FOOTING PER PLAN

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P.T. 2x6 PLATE W/ " x10" ANCHOR BOLT 12" x10" ANCHOR BOLT@ 48" O.C. W/ x3x0'-3" WASHERS 14x3x0'-3" WASHERS (U.N.O.)

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CONTINUOUS INTERIOR FOOTING

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NOTE: 1. PROVIDE MIN. 8'-0" OF " APA RATED SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING PROVIDE MIN. 8'-0" OF " APA RATED SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING 12" APA RATED SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING SHEATHING OR 14'-8" OF " GYPSUM WALL SHEATHING 12" GYPSUM WALL SHEATHING FOR EVERY 25'-0" OF BEARING WALL (CRAWL SPACE AND BASEMENT WALLS INCLUDED). 2. ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.

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TYPICAL CONTROL JOINT DETAIL

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NOTE: 1. CUT OR SCORE JOINTS IN AREAS NOT TO EXCEED 200 s.f. CUT OR SCORE JOINTS IN AREAS NOT TO EXCEED 200 s.f. 2. SEE ARCHITECTURAL DRAWINGS FOR SLAB SLOPE & VAPOR BARRIER REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR SLAB SLOPE & VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER REQUIREMENTS. 3. 4" REINFORCED CONCRETE W/ 6X6-W1.4XW1.4 WWF CENTERED IN SLAB.4" REINFORCED CONCRETE W/ 6X6-W1.4XW1.4 WWF CENTERED IN SLAB.

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CONTROL JOINT

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CONSTRUCTION JOINT

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APPROVED JOB FABRICATED SCREED KEY

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SEE PLAN FOR SLAB & REINF.

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CONTROL JOINT STRIP -OR- 1" DEEP SAW CUT

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1

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S3.0

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3/4" = 1'-0"

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2

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S3.0

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3/4" = 1'-0"

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3

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S3.0

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3/4" = 1'-0"

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4

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S3.0

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3/4" = 1'-0"

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F

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54" SQ. x12" DP.

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(10) #4 EA. WAY

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FROST WALL W/ FLUSH JOIST AT CRAWLSPACE

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GRADE

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2x6 @ 16" O.C.

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P.T. 2x FULL WIDTH PLATE + " 18" W/ " x10" ANCHOR BOLTS W/ x3x0'-3" 12" x10" ANCHOR BOLTS W/ 14x3x0'-3" WASHERS @ 48" O.C. (U.N.O. ON SHEARWALL SCHEDULE)

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SIMPSON ITS HANGER

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FOOTING PER PLAN

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SEE SOILS REPORT

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8" CONCRETE WALL W/ #4 @ 12" O.C. HORIZ. & #4 @ 18" O.C. VERT. W/ 8" HOOK

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NOTE: 1. MIN. ONE HORIZ. REBAR WITHIN THE TOP 12" OF STEM WALL & ONE HORZ. REBAR LOCATED 3"-4" FROM TOP OF FTG. 2. ALL STEEL CONNECTIONS TO ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.

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1. LATEST A.I.S.C. MANUAL AND SPECIFICATIONS APPLY. LATEST A.I.S.C. MANUAL AND SPECIFICATIONS APPLY. 2. WELDING ELECTRODES WILL BE E70XX. WELDS TO BE 1/4" U.N.O. WELDING ELECTRODES WILL BE E70XX. WELDS TO BE 1/4" U.N.O. 3. ALL WELDING AND TESTING OF WELDS WILL BE IN ACCORDANCE WITH AMERICAN WELDING ALL WELDING AND TESTING OF WELDS WILL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. 4. SHOP DRAWINGS TO BE PROVIDED TO ENGINEER AND ARCHITECT FOR APPROVAL PRIOR SHOP DRAWINGS TO BE PROVIDED TO ENGINEER AND ARCHITECT FOR APPROVAL PRIOR TO ANY CONSTRUCTION. 5. ALL WELDING WILL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE ALL WELDING WILL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE OF WELD CALLED FOR. 6. ALL FULL PENETRATION WELDS WILL BE ULTRASONICALLY TESTED BY AN INDEPENDENT ALL FULL PENETRATION WELDS WILL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING LABORATORY PER CHAPTER 17 OF 2012 IBC. 7. UNLESS DETAILED OTHERWISE, ALL BEAM CONNECTIONS WILL BE DOUBLE ANGLE UNLESS DETAILED OTHERWISE, ALL BEAM CONNECTIONS WILL BE DOUBLE ANGLE CONNECTIONS WITH A325N BOLTS IN ACCORDANCE WITH "PRE-DESIGNED BOLTED FRAMING ANGLE CONNECTIONS" BY A.I.S.C. WELDS AND ANGLES DESIGNED TO DEVELOP THE LISTED CAPACITY MAY BE USED INSTEAD OF BOLTS. 8. CONTRACTOR WILL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL CONTRACTOR WILL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL FRAMING IS PLUMBED AND SECURED. 9. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL WILL NOT BE FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL WILL NOT BE MADE WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ENGINEER. 10. ALL BEAM COPES MUST BE MADE TO A RADIUS (1" MINIMUM). ALL BEAM COPES MUST BE MADE TO A RADIUS (1" MINIMUM). 11. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE I.C.C. REPORT RECOMMENDATIONS. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE I.C.C. REPORT RECOMMENDATIONS. 12. ALL STRUCTURAL STEEL TO BE PROVIDED BY AN A.I.S.C. APPROVED FABRICATOR.ALL STRUCTURAL STEEL TO BE PROVIDED BY AN A.I.S.C. APPROVED FABRICATOR.

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STRUCTURAL STEEL

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2x6 @ 16" O.C.

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2x12 LEDGER W/ (3) SIMPSON SDS25412 SCREWS @ EA. STUD

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SIMPSON ITS 2.06/11.88 HANGER

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CONTINUOUS SHEATHING

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S3.0

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3

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STRUCTURAL NOTES AND DETAILS

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%%uDRAWN:

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PMH

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%%uENGINEER:

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EJW

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Sheet of 6

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DATE: 01/09/2017

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#16387

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HJALMARSSON

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PER M.

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No. 8867PE

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1

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S3.1

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3/4" = 1'-0"

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2

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S3.1

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3/4" = 1'-0"

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3

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S3.1

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3/4" = 1'-0"

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5

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S3.1

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3/4" = 1'-0"

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6

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S3.1

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3/8" = 1'-0"

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7

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S3.1

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3/4" = 1'-0"

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9

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S3.1

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3/4" = 1'-0"

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10

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S3.1

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3/4" = 1'-0"

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11

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S3.1

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3/4" = 1'-0"

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12

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S3.1

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3/4" = 1'-0"

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8

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S3.1

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3/4" = 1'-0"

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13

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S3.1

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3/4" = 1'-0"

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14

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S3.1

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3/4" = 1'-0"

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15

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S3.1

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3/4" = 1'-0"

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18

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S3.1

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3/4" = 1'-0"

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4

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S3.1

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3/4" = 1'-0"

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TYPICAL TOP PLATE SPLICE

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NOTES: 1. TOP PLATE TO LOWER PLATE - (12) 16d NAILS (2 ROWS OF 6). TOP PLATE TO LOWER PLATE - (12) 16d NAILS (2 ROWS OF 6). 2. LOWER PLATE TO TOP OF STUDS - (2) 16d NAILS AT EACH STUD. LOWER PLATE TO TOP OF STUDS - (2) 16d NAILS AT EACH STUD. 3. 8'-0" MINIMUM TO NEXT LAP.8'-0" MINIMUM TO NEXT LAP.

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TYPICAL HEADER DETAIL - 9'-0" MAX. WALL HEIGHT

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MINIMUM SPLICE

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STUDS @ 16" O.C. U.N.O.

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TYPICAL FOUNDATION WALL CORNER

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TYPICAL SHEAR WALL ELEVATION

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2x

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2x

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2x

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2x

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3x

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HORZ. BLOCKING, VERT. SEAMS & EDGES

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SHEARWALL SEAM SCHEDULE

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WALL

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STUD

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C

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D

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HDU HOLDOWN W/ SIMPSON SB ANCHOR

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NOTES: 1. INSTALL HOLDOWN PER SIMPSON SPECIFICATIONS. INSTALL HOLDOWN PER SIMPSON SPECIFICATIONS. 2. PROVIDE SIMPSON STRAPS IN AREAS W/ UPPER FLOOR LOCATE ABOVE HOLDOWN PER SCHEDULE. PROVIDE SIMPSON STRAPS IN AREAS W/ UPPER FLOOR LOCATE ABOVE HOLDOWN PER SCHEDULE. 3. OPTIONAL ANCHOR BOLT - A307 THREADED ROD SET MIN 10" W/ 2012 IBC APPROVED EPOXY.OPTIONAL ANCHOR BOLT - A307 THREADED ROD SET MIN 10" W/ 2012 IBC APPROVED EPOXY.

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TREAD END CONNECTION TO STRINGER

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TYP. POST TO BASE ON FOUNDATION WALL

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6x6 POST

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58" x10" EXP. ANCHOR

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P.T. 2x6 SILL PLATE

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CONCRETE WALL PER PLAN

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DOUBLE TOP PLATE

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PLYWOOD PANEL SEAMS SEE SEAM SCHEDULE

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EDGE STUDS SEE HOLDOWN SCHEDULE

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2x6 @ 16" O.C. U.N.O.

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ANCHOR DETAIL @ EA. END OF SHEAR PER PLAN

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BOTTOM PLATE & ANCHOR BOLTS, SEE SHEAR WALL SCHEDULE

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2x TOP PLATE SPLICE

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STAGGER PANEL JOINT LOCATIONS

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SOLID BLOCKING @ PANEL SEAMS PER SCHEDULE

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(3) 2x6 STUDS FULL HEIGHT

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(2) 10d NAILS @ 8" O.C. TYP. (2) 2x6 PLY ATTACHMENT

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SIMPSON HDU8 HOLDOWN ATTACHED TO STUDS PER SIMPSON SPECIFICATIONS

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SIMPSON ANCHOR BOLT PER HOLDOWN SCHEDULE

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CORNER LAP BAR TO MATCH HORIZ. REINF. (MIN. LAP 3'-0" EA. WAY)

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VERT. REINF.

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HORIZ. REINF.

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TYPICAL FOUNDATION WALL "T"

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CORNER LAP BAR TO MATCH HORIZ. REINF. (MIN. LAP 3'-0" EA. WAY)

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VERT. REINF.

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HORIZ. REINF.

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2x

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G1

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B

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2x6 (TYP.)

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DOUBLE TOP PLATE

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2x6 CRIPPLE STUDS @ 16" O.C.

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MATCH TRIMMERS ABOVE HEADER

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10d NAILS @ 3" O.C.

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HEADER PER PLAN

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2x6 TRIMMERS AND KING STUDS PER SCHEDULE

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REF. TYP. PLY ATTACHMENT DETAIL FOR BUILT UP STUDS

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NOTE: 1. ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.

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FOOTING W/ CONCRETE PIER AND WOOD COLUMN

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T.O.P.

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(SEE PLAN)

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COLUMN PER PLAN

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SIMPSON CB POST BASE

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(3) #3 TIES @ 2" O.C.

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12" CONCRETE PIER

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(4) #4 VERT. W/ 8" HOOK

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#3 TIES @ 8" O.C.

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FOOTING PER PLAN

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SEE SOILS REPORT

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NOTE: 1. FOR ALL HEADERS GREATER THAN 12" DEPTH, FOR ALL HEADERS GREATER THAN 12" DEPTH, SEE PLAN.

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17

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S3.1

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3/4" = 1'-0"

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FLUSH FLOOR BEAM DETAIL

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FLOOR JOISTS PER PLAN JOISTS ON ONE SIDE @ SIM.

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BEAM PER PLAN

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SIMPSON IUS 2.06/11.88 HANGER

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TREAD END CONNECTION TO STRINGER

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316"

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STAIR PER DETAIL

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13 S3.1

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VULCRAFT 1.5VL18 METAL DECK W/ 4" CONC. SLAB.

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L2 x2 x 12x2 x 12x 14

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CONC. DECK TO CHANNEL CONNECTION

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C-CHANNEL PER PLAN

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TRIMMER & KING STUD SCHEDULE

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(1) 2x6 TRIMMERS, (2) 2x6 KING STUDS

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(1) 2x6 TRIMMER, (1) 2x6 KING STUD

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6'-1" TO 10'-0"

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LESS THAN 6'-0"

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ROUGH OPENING WIDTH

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TRIMMERS & KING STUDS (TYP. U.N.O. ON PLAN)

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316"

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INTERIOR FOOTING W/ WOOD COLUMN

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COLUMN PER PLAN

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SIMPSON ABU66 POST BASE

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58" x6" EXP. ANCHOR

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FOOTING PER PLAN

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SEE SOILS REPORT

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DECK JOIST BEARING

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2x DECKING PER ARCH.

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SIMPSON LUS28 HANGER

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DECK JOIST PER PLAN

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BEAM PER PLAN

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CHANNEL DETAIL

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SECTION A-A

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x6x1'-4" W/ (2) " 38x6x1'-4" W/ (2) " 34" THRU-BOLTS

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CHANNEL PER PLAN

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(3) 2x6 POST

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x6x1'-4" W/ (2) " 38x6x1'-4" W/ (2) " 34" THRU-BOLTS

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CHANNEL PER PLAN

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A

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A

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316"

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G2

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C12x20.7 STRINGER

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FIRE WALL FRAMING DETAIL

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2x6 @ 16" O.C.

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SHEATHING PER SCHEDULE

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1 "x11 " RIM JOIST14"x11 " RIM JOIST78" RIM JOIST

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SIMPSON ABU66 POST BASE

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CONTINUOUS SHEATHING

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TYP. FLOOR AND ROOF SHEATHING

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NOTES: 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE ". MINIMUM EDGE DISTANCE FOR NAILS SHALL BE ". 38". 2. MINIMUM SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". MINIMUM SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0". 3. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL AND SHALL NOT BE OVERDRIVEN. 4. SHEATHING CAN BE ORIENTED IN VERTICAL OR HORIZONTAL ORIENTATION. SHEATHING CAN BE ORIENTED IN VERTICAL OR HORIZONTAL ORIENTATION. 5. AT VERTICAL SHEATHING ORIENTATION, STUD SPACING SHALL NOT EXCEED 16" O.C.AT VERTICAL SHEATHING ORIENTATION, STUD SPACING SHALL NOT EXCEED 16" O.C.

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EDGE NAILING ALL SUPPORTED PANEL EDGES & DIAPHRAGM PERIMETER

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2x BLOCKING PER PLAN

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FIELD NAILING @ INTERMEDIATE SUPPORTS

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3/4" = 1'-0"

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FOOTING STEP

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PROVIDE CLOSURE ANGLE

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VULCRAFT 1.5VL18 METAL DECK W/ 4" CONC. SLAB

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FOOTING PER PLAN

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SEE SOILS REPORT

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CONCRETE WALL PER PLAN

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NOTE: 1. VERIFY THE NECESSITY OF FOOTING STEPS WITH VERIFY THE NECESSITY OF FOOTING STEPS WITH POTENTIAL HIGH GROUND WATER FOR EACH UNIT.

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FOOTING STEP AS REQUIRED

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1

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3

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(2) #4 BEND AS REQUIRED (24" LAP REQUIRED)

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7"

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7"

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SECTION A-A

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A

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A

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PRE-CAST STAIR TREAD

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4"

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316"

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C12x20.7

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TEXTURED FINISH PER ARCH.

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3" DEEP PRECAST STAIR TREAD BY OTHERS

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STEEL PLATE & CONNECTION BY OTHERS

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7"

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7"

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PIER PER DETAIL

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2 S3.1

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x11x0'-4" W/ 38x11x0'-4" W/ (2) " x8" EXP. BOLT58" x8" EXP. BOLT

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STRINGER TO PIER

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TREAD TO STRINGER

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CONC. DECK ATTACHMENT

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VULCRAFT 1.5VL18 METAL DECK W/ 4" CONC. SLAB.

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L4x4x W/ " x4" @ 16" O.C. 14 W/ " x4" @ 16" O.C. 58" x4" @ 16" O.C.

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2x6 @ 16" O.C.

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1 " LSL RIM JOIST14" LSL RIM JOIST

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WELD PER SCHEDULE

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2x6 @ 16" O.C.

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PROVIDE CLOSURE ANGLE

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S3.1

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4

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STRUCTURAL DETAILS

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%%uDRAWN:

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PMH

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%%uENGINEER:

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EJW

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%%UISSUED:

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3/4" = 1'-0"

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2

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S3.2

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4

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S3.2

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5

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S3.2

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S3.2

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8

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10

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11

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12

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13

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14

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3/4" = 1'-0"

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S3.2

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SHEAR TRANSFER FRAMING DETAIL

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TYPICAL WALL STRAP ABOVE HOLDOWN

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EXTERIOR WALL AT PARALLEL FLOOR FRAMING

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EXTERIOR WALL FLOOR BEARING

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SHEARWALL SCHEDULE (UPPER WALL)

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WALL

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ATTACHMENT

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A

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16d NAILS @ 4" O.C.

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B

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SHEARWALL SCHEDULE (LOWER WALL)

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WALL

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ATTACHMENT

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A

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B

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C

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A35 CLIP @ 32" O.C.

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A35 CLIP @ 16" O.C.

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A35 CLIP @ 16" O.C.

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A

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A

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3/4" = 1'-0"

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WALL

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ATTACHMENT

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16d NAILS @ 4" O.C.

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B

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WALL

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ATTACHMENT

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A

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B

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C

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A35 CLIP @ 32" O.C.

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A35 CLIP @ 16" O.C.

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A35 CLIP @ 16" O.C.

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WALL

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ATTACHMENT

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A

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16d NAILS @ 4" O.C.

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B

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WALL

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ATTACHMENT

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A

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B

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C

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A35 CLIP @ 32" O.C.

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A35 CLIP @ 16" O.C.

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A35 CLIP @ 16" O.C.

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TYPICAL POST SPLICE DETAIL

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(2) 2x6 STUDS

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SIMPSON STRAP PER SCHEDULE CENTERED OVER FLOOR LINE

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(2) 2x6 STUDS

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(2) 10d COMMON NAILS @ 8" O.C. TYP. (2) 2x6 PLY ATTACHMENT

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NO NAILING REQ'D @ RIM JOISTS

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FLOOR JOISTS BEYOND

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NAILING PER SIMPSON SPECIFICATIONS

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16d NAILS @ 4" O.C. -OR- PER SHEARWALL SCHEDULE

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SIMPSON A35 CLIP @ 48" O.C. -OR- PER SHEARWALL SCHEDULE

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2x6 @ 16" O.C.

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2x6 @ 16" O.C.

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NAILS PER SCHEDULE

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FLOOR JOIST PER PLAN JOISTS PARALLEL @ SIM.

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PROVIDE BLOCKING

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SIMPSON A35 CLIP PER SCHEDULE

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16d NAIL @ 4" O.C. -OR- PER SHEAR WALL SCHEDULE

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2x6 @ 16" O.C.

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16d NAILS @ 4" O.C.

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16d NAILS @ 4" O.C.

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16d NAILS @ 4" O.C.

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POST SPLICE

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BLOCK EACH SIDE OF POST

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SIMPSON MST27 STRAP

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COLUMN PER PLAN

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COLUMN TO BEAM CONNECTION

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BEAM PER PLAN

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SIMPSON MST27 STRAP

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POST PER PLAN

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BEAM PER PLAN

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SIMPSON MST27 STRAP

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POST PER PLAN

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SECTION A-A

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16

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S3.2

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3/4" = 1'-0"

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SHEAR TRANSFER ROOF FRAMING DETAIL

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EXTERIOR WALL AT PARALLEL ROOF FRAMING

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EXTERIOR WALL ROOF BEARING

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B

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WALL

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ATTACHMENT

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A

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16d NAILS @ 4" O.C.

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B

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WALL

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ATTACHMENT

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A

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B

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A35 CLIP @ 32" O.C.

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A35 CLIP @ 16" O.C.

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WALL

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ATTACHMENT

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A

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B

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A35 CLIP @ 32" O.C.

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A35 CLIP @ 16" O.C.

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16d NAILS @ 4" O.C.

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SIMPSON A35 CLIP @ 32" O.C. OR SIMPSON A35 CLIP @ 16" O.C. WALLS

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2x6 @ 16" O.C.

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2x6 @ 16" O.C.

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1 "L5L RIM JOIST14"L5L RIM JOIST

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2x6 @ 16" O.C.

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16d NAILS @ 4" O.C.

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TRUSS BEARING DETAIL

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TRUSS BY MANUF.

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ROOF EDGE NAILING PER SCHEDULE

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PROVIDE BLOCKING

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SIMPSON H2.5A CLIP @ EA. TRUSS

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2x6 @ 16" O.C.

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PROVIDE BLOCKING

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TRUSS BY MANUF.

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2x6 @ 16" O.C.

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2x10 LEDGER W/ (2) SIMPSON 25412SDS SCREWS @ EA. STUD

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HANGER BY TRUSS MANUF.

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MONO TRUSS AT FRAMED WALL

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CONC. DECK ATTACHMENT

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SIMPSON SDS25312 SCREWS @ 6" O.C.

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SIMPSON A35 CLIP @ 48" O.C.

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2x6 @ 16" O.C.

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2x RAFTER BEARING AT BEAM

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RAFTER PER PLAN

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SIMPSON MST27 STRAP

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COLUMN PER PLAN

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SIMPSON STRAP PER SCHEDULE CENTERED OVER FLOOR LINE

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2x6 @ 24" O.C.

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2x6 @ 24" O.C.

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2x6 @ 24" O.C.

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NOTE: 1. SHEATHING TO BE CONTINUOUS FROM SHEATHING TO BE CONTINUOUS FROM DOUBLE TOP PLATE TO TOP OF PARAPET.

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2X8 LEDGER W/ (2) SIMPSON SDS25312 SCREWS @ 16" O.C. W/ SIMPSON LUS28 HANGER

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2x RAFTER BEARING AT BEAM

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SIMPSON MST37 STRAP CENTERED ON BEAM

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COLUMN PER PLAN

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2x DECKING PER ARCH.

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DECK JOIST PER PLAN

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BEAM PER PLAN

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BEAM PER PLAN

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16d NAILS @ 4" O.C.

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SIMPSON A35 CLIP @ 48" O.C.

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2x6 @ 16" O.C.

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2x6 @ 24" O.C.

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POST IF REQUIRED

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A

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DECK LEDGER W/ PERPENDICULAR JOISTS

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A

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A

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10d COMMON @ 3" O.C.

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P.T. 2x DECK LEDGER W/ (2) GALV. 12" x4" LAG BOLTS BETWEEN EACHJOIST (SEE SECTION A-A)

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PROVIDE BLOCKING @ LATERAL STRAPS

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SIMPSON CS16x36" STRAP @ EACH END OF DECK & 10' O.C. (MIN.)

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2x FRAME PLAN

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SECTION A-A

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NOTE: 1. USE SIMPSON CONCEAL FLANGE HANGER USE SIMPSON CONCEAL FLANGE HANGER (LUC) AT LATERAL STRAP. 2. ALL STEEL CONNECTIONS TO P.T. LUMBER ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.

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DECK JOIST PER PLAN

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SIMPSON LUS28 HANGER W/ SIMPSON SD#9x2 " SCREWS12" SCREWS

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S3.2

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5

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STRUCTURAL DETAILS

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%%uDRAWN:

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PMH

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%%uENGINEER:

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EJW

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%%UISSUED:

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0

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%%UREVISION:

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Sheet of 6

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DATE: 01/09/2017

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#16387

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HJALMARSSON

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PER M.

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No. 8867PE

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1

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S3.3

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3/4" = 1'-0"

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2

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S3.3

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3/4" = 1'-0"

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3

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S3.3

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3/4" = 1'-0"

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4

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S3.3

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3/4" = 1'-0"

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5

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S3.3

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3/4" = 1'-0"

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6

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S3.3

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3/4" = 1'-0"

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7

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S3.3

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3/4" = 1'-0"

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8

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S3.3

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3/4" = 1'-0"

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9

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S3.3

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3/4" = 1'-0"

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10

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S3.3

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3/4" = 1'-0"

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11

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S3.3

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3/4" = 1'-0"

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12

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S3.3

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3/4" = 1'-0"

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13

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S3.3

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3/4" = 1'-0"

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14

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S3.3

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3/4" = 1'-0"

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15

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S3.3

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3/4" = 1'-0"

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16

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S3.3

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3/4" = 1'-0"

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ROOF JOIST ON WALL DETAIL

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ROOF JOIST PER PLAN

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PROVIDE BLOCKING

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2x6 @ 16" O.C.

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ROOF JOIST ON FIRE WALL DETAIL

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PROVIDE BLOCKING

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CONT. ROOF JOIST PER PLAN

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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DETAIL NOT USED

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BEARING CRAWLSPACE WALL

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2x6 @ 16" O.C.

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FOOTING PER PLAN

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SEE SOILS REPORT

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P.T. 2x6 PLATE W/ " x10" ANCHOR BOLTS 12" x10" ANCHOR BOLTSW/ x3x0'-3" WASHERS @ 48" O.C. 14x3x0'-3" WASHERS @ 48" O.C. (U.N.O. ON SHEAR SCHEDULE)

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NOTE: 1. ALL STEEL CONNECTIONS TO ALL STEEL CONNECTIONS TO P.T. LUMBER TO BE GALV.

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GYPSUM SHEATHING PER ARCH.

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2x6 @ 16" O.C.

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2x12 LEDGER W/ (3) SIMPSON SDS25412 SCREWS @ EA. STUD

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SIMPSON ITS 2.06/11.88 HANGER

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EXTERIOR APA RATED SHEATHING TO BE CONTINUOUS

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S3.3

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6

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STRUCTURAL DETAILS

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%%uDRAWN:

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PMH

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%%uENGINEER:

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EJW

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%%UISSUED:

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0

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%%UREVISION:

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DATE: 01/09/2017

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#16387

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PER M.

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No. 8867PE

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