J A1 E I A BC D FG H€¦ · 11 2" MIN. WALL HANDRAIL BRACKET 1-1/4" HANDRAIL 1-1/4" HANDRAIL. 36"...

ZONING DESIGNATION ................... G-RH-3BUILDING FORM ..............................DUPLEXOCCUPANCY GROUP .................... IRC TOWNHOMESCONSTRUCTION TYPE ...................... V-B, NON-SPRINKLEREDMINIMUM ZONE LOT WIDTH ............ 25'-0" / 25'-0" EXISTINGMIN. LOT SIZE ................................... 3000 S.F. / 3125 S.F. EXISTG.

SETBACKS ..........................................

MAXIMUM NUMBER OF STORIES ...... 3 FRONT 80% / 1 REAR 20%MAXIMUM BUILDING HEIGHT .........30' FRONT 80% / 19' REARBASE PLANES ....................

LOT COVERAGE ............................. 50% MAX. / 49.6% (SEE BELOW)

FRONT: 25'-0" (BLOCK SENSITIVE)

SIDE INTERIOR: 3'-0"REAR: ALLEY 12'-0"

ZONING INFORMATION:

DESIGN FEATURES ............................. ENTRY FEATURE (FROM PRIMARY STREET)

SETBACKS ..........................................SIDE INTERIOR: 0'-0" (LOCATED W/IN REAR 35%)REAR: ALLEY 5'-0"

MAX. STORIES ......................................... 1MAX. BLDG. HEIGHT ...............................17'

ATTACHED GARAGE

SIDE WALL HT. OF PITCHED ROOF WITHIN 15' OF SIDE INTER. LOT LINE ...................... 25'UPPER SETBACK OF FLAT ROOFABOVE 25' AT SIDE INTERIOR .................... 15'

NO SCALE

VICINITY MAP2 N

ORT

H

LOCATIONPROJECT

DRAWING INDEXA0.0.......... SITE PLAN & PROJECT DATA

A1.0 ......... BASEMENT FLOOR PLANA1.1.......... FIRST FLOOR PLANA1.2 ......... SECOND FLOOR PLAN

A2.0 ......... EXTERIOR ELEVATIONS 1

A3.0 ......... BUILDING SECTIONS 1 A3.1 ......... STAIR SECTIONS & DETAILSA4.0 ..........BUILDING DETAILS 1A4.1 .......... BUILDING DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 .......... BASEMENT & FIRST LEVEL ELECTRICAL PLANE1.1 .......... SECOND & THIRD ELECTRICAL PLANSTRUCTURAL ENGINEER DRAWINGSS-1 .......... FOUNDATION PLANS-2 .......... DETAILS/GENERAL NOTESF-1 .......... FIRST FLOOR FRAMING PLANF-2 .......... SECOND FLOOR FRAMING PLANS

CODE COMPLIANCE :

THIS PROJECT SHALL COMPLY WITH THE 2015INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONALFUEL GAS CODE, 2015 INTERNATIONAL MECHANICALCODE, 2015 INTERNATIONAL PLUMBING CODE, 2017NATIONAL ELECTRICAL CODE, 2015 INTERNATIONALENERGY CONSERVATION CODE, AND 2016 DENVERBUILDING CODE AMENDMENTS.

REFER TO BUILDING SECTIONS, SHEET A3.0 FOR INSULATIONR-VALUES AND U-VALUES AS WELL AS SHT. A5.1 FORBUILDING THERMAL ENVELOPE DIAGRAM WITH INSULATIONVALUES AND THE AIR LEAKAGE CHECKLIST CHART.

LOT COVERAGE CALCULATIONS (SQ. FT.):

LOT SIZE ........................................................................................ 3,125 SFLOT COVERAGE FOOTPRINT (INCLUDES ALL PROJECTIONS & TO EXTERIOR FINISH) (1,109 S.F. FIRST LEVEL + 441 S.F. GARAGE) .............. 1,550 SFNEW LOT COVERAGE -- FOOTPRINT (1,550 ÷ 3,125) ................ 49.6% (50.0% MAX.)

SPLASH BLOCKS (AT DOWNSPOUTS

BLOCKS TO POINTS AT A MIN. 5'-0"AWAY FROM STRUCTURE

DRAINAGE DIRECTION (SLOPE TO DRAIN MIN. 2%)

SHALL DISCHARGE TO 24" SPLASH

MAY FOLLOW DETACHED GARAGE ZONINGSIDE INTERIOR AND REAR SETBACKS

(NEAREST ADJACENT NEIGHBOR AT 25.0' DISTANCE, NEIGHBOR AT 1370 ZENOBIA IS LESS THAN 20'-0" AND REMOVED FROM R.Z.L. CALCULATION PER SECT. 13.1.5.3.2B)

NO BULK PLAN REQUIREMENTS

(UNIT AREAS):1st FLR.COND. SPACE

2nd FLOORCOND. SPACE COND. SPACE

3rd FLOORCOND. SPACETOTAL

1,944 SQ. FT.

GARAGE

1,944 SQ. FT.

ADDRESS1382

BASEMENTCOND. SPACE

398 SQ. FT.398 SQ. FT.

517 SQ. FT.517 SQ. FT.

221 SQ. FT.221 SQ. FT. A1.3 ......... THIRD FLOOR PLAN

A1.4 ......... ROOF PLAN

A2.1 ......... EXTERIOR ELEVATIONS 2ARCHITECT OF RECORD:KSA ARCHITECTURE, LLCJIM KEAVNEY, ARCHITECT4900 W. 29TH AVENUEDENVER, COLORADO 80212(303) 630-9514/ [email protected]

STRUCTURAL ENGINEER:GEI STRUCTURAL ENGINEERING

6355 WARD ROAD #308ARVADA COLORADO 80004(303) 940-0996/

JERRY MEISER , PE

[email protected]

PROJECT OWNER:DENVER DEVELOPMENT GROUP

4433 TENNYSON STREETDENVER, COLORADO 80212(720) 404-2786

KEITH GALLEGOS

[email protected]

DW

DW

E IA1

1

2

3

4

J

5

B FD HC GA

11/8"=1'-0"SITE PLAN

NO

RTH

125.0'PROPERTY LINE

125.0'PROPERTY LINE

PRO

PERT

Y LI

NE

25.0

'

ELEV.REF. SURVEY

5356.68'

5' S

IDEW

ALK

ZEN

OBI

A S

TREE

T

PRO

PERT

Y LI

NE

25.0

'

15' A

LLEY

ELEV.REF. SURVEY

5357.18' REAR 20%FRONT 80% ELEV.REF. SURVEY

5355.1'

ELEV.REF. SURVEY

5356.56'ELEV.REF. SURVEY

5356.82'

ELEV.REF. SURVEY

5354.99'

1370 ZENOBIAADJACENT NEIGHBOR

19.0'

1360 ZENOBIA

(OUTLIER)

25.0'

ROO

F

ABO

VE

BUMP OUTABOVE

ROO

F

ABO

VE

UNIT 1

UNIT 2

THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVEPERFORMANCE ALTERNATIVE COMPLIANCE WITH UATRADE OFF METHOD WITHIN THE REQUIRED CODEANALYSIS PER IECC SECTION R401-404/ IRC SECT.N1101.14 THRU N1104.

SURVEYOR CERTIFICATION:I, KARL W. FRANKLIN, A REGISTERED LAND SURVEYOR IN THESTATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEYFOR THE ZENOBIA DUPLEX PROJECT WAS MADE UNDER MYSUPERVISION AND THE ACCOMPANYING PLAN ACCURATELYAND PROPERLY SHOWS SAID SURVEY.

FRONT PORCH LOT COVERAGE EXEMPTION:PER SECTION 4.3.7.5 NEW FRONT PORCH (30 SQ. FT.) IS EXEMPT FROM INCLUSION IN LOT COVERAGE CALCULATION.

FRONT PORCH FRONT SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW FRONT PORCH ALLOWED TO ENCROACH INTO FRONT SETBACK A MAXIMUM OF 8'-0" (3'-0" PROVIDED)

EGRESS WINDOW WELL SIDE SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW SIDE EGRESS WINDOW WELL ALLOWED TO ENCROACH 3'-0" INTO SIDE SETBACKS. (2'-8" PROVIDED)

25.0'


PROTECTEDEAVE ABOVE

25.0

'

PROTECTEDEAVE ABOVE

VACANT NEIGHBORING LOT

F-3 .......... THIRD FLOOR/ROOF FRAMING PLANS

540 SQ. FT.540 SQ. FT.

489 SQ. FT.489 SQ. FT.1384

ZENOBIA

ZENOBIA

1388 ZENOBIA

1382 ZENOBIA

1384 ZENOBIAGARAGE

GARAGE

5357.0' (ROUND, THEN AVERAGE OF 5357.18 + 5356.82')FRONT:

A/C UNIT AT 3RDFL. ABOVE, SEE PLANS

A/C UNIT AT 3RDFL. ABOVE, SEE PLANS

1384

1382

5355.0' (ROUND, THEN AVERAGE OF 5355.1 + 5354.99')REAR:

LOTS 33-34; BLOCK 1; McDOWELL SUBDIVISION; CITY OF DENVER;COUNTY OF DENVER; STATE OF COLORADO.LOT AREA = 6,258.32 SF (+/-0.144AC)

LEGAL DESCRIPTION:

SETBACK INDICATION

DOWNSPOUT

NEW STRUCTURE

PROTECTED EAVE

PROPERTY BOUNDARY I.L.L. IMAGINARY LOT LINE

(SEE DETAIL 6/A4.0)

A0.1.......... SUDP

ZENOBIA STREET DUPLEX 3 -STORY DUPLEX

1382-1384 ZENOBIA ST.DENVER, COLORADO

(DUPLEX BUILDING FORM)

SITE

PLA

NPR

OJE

CT

DA

TA

A0.0

CO

PYRI

GHT

201

8IF

THI

S D

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IS N

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PRIN

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ON

A 2

4"x3

6" S

HEET

, IT

IS N

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TO S

CA

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4900

W. 2

9th

Ave

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CO

802

12of

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14fa

x

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33.0

330

DATE ISSUEPROJECT #

SHEET #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

030818

N

EW 3

STO

RY D

UPLE

X

DEN

VER

, CO

LORA

DO

BLDG. SUBM. JW12.20.18

N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

AutoCAD SHX Text

DIST. TO PROPERTY LINE: 0'-1" EXTER. STUCCO FINISH

AutoCAD SHX Text

0'-2" TO STUD/ FOUND. WALL

AutoCAD SHX Text

(0' SIDE SETBACK)

AutoCAD SHX Text

GARAGE

AutoCAD SHX Text

FF.= 5357.0'

AutoCAD SHX Text

FF.= 5357.0'

ZONING DESIGNATION ................... G-RH-3BUILDING FORM ..............................DUPLEXOCCUPANCY GROUP .................... IRC TOWNHOMESCONSTRUCTION TYPE ...................... V-B, NON-SPRINKLEREDMINIMUM ZONE LOT WIDTH ............ 25'-0" / 25'-0" EXISTINGMIN. LOT SIZE ................................... 3000 S.F. / 3125 S.F. EXISTG.

SETBACKS ..........................................

MAXIMUM NUMBER OF STORIES ...... 3 FRONT 80% / 1 REAR 20%MAXIMUM BUILDING HEIGHT .........30' FRONT 80% / 19' REARBASE PLANES ....................

LOT COVERAGE ............................. 50% MAX. / 49.6% (SEE BELOW)

FRONT: 25'-0" (BLOCK SENSITIVE)

SIDE INTERIOR: 3'-0"REAR: ALLEY 12'-0"

ZONING INFORMATION:

DESIGN FEATURES ............................. ENTRY FEATURE (FROM PRIMARY STREET)

SETBACKS ..........................................SIDE INTERIOR: 0'-0" (LOCATED W/IN REAR 35%)REAR: ALLEY 5'-0"

MAX. STORIES ......................................... 1MAX. BLDG. HEIGHT ...............................17'

ATTACHED GARAGE

SIDE WALL HT. OF PITCHED ROOF WITHIN 15' OF SIDE INTER. LOT LINE ...................... 25'UPPER SETBACK OF FLAT ROOFABOVE 25' AT SIDE INTERIOR .................... 15'

NO SCALE

VICINITY MAP2 N

ORT

H

LOCATIONPROJECT

DRAWING INDEXA0.0.......... SITE PLAN & PROJECT DATA

A1.0 ......... BASEMENT FLOOR PLANA1.1.......... FIRST FLOOR PLANA1.2 ......... SECOND FLOOR PLAN

A2.0 ......... EXTERIOR ELEVATIONS 1

A3.0 ......... BUILDING SECTIONS 1 A3.1 ......... STAIR SECTIONS & DETAILSA4.0 ..........BUILDING DETAILS 1A4.1 .......... BUILDING DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 .......... BASEMENT & FIRST LEVEL ELECTRICAL PLANE1.1 .......... SECOND & THIRD ELECTRICAL PLANSTRUCTURAL ENGINEER DRAWINGSS-1 .......... FOUNDATION PLANS-2 .......... DETAILS/GENERAL NOTESF-1 .......... FIRST FLOOR FRAMING PLANF-2 .......... SECOND FLOOR FRAMING PLANS

CODE COMPLIANCE :

THIS PROJECT SHALL COMPLY WITH THE 2015INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONALFUEL GAS CODE, 2015 INTERNATIONAL MECHANICALCODE, 2015 INTERNATIONAL PLUMBING CODE, 2017NATIONAL ELECTRICAL CODE, 2015 INTERNATIONALENERGY CONSERVATION CODE, AND 2016 DENVERBUILDING CODE AMENDMENTS.

REFER TO BUILDING SECTIONS, SHEET A3.0 FOR INSULATIONR-VALUES AND U-VALUES AS WELL AS SHT. A5.1 FORBUILDING THERMAL ENVELOPE DIAGRAM WITH INSULATIONVALUES AND THE AIR LEAKAGE CHECKLIST CHART.

LOT COVERAGE CALCULATIONS (SQ. FT.):

LOT SIZE ........................................................................................ 3,125 SFLOT COVERAGE FOOTPRINT (INCLUDES ALL PROJECTIONS & TO EXTERIOR FINISH) (1,109 S.F. FIRST LEVEL + 441 S.F. GARAGE) .............. 1,550 SFNEW LOT COVERAGE -- FOOTPRINT (1,550 ÷ 3,125) ................ 49.6% (50.0% MAX.)

SPLASH BLOCKS (AT DOWNSPOUTS

BLOCKS TO POINTS AT A MIN. 5'-0"AWAY FROM STRUCTURE

DRAINAGE DIRECTION (SLOPE TO DRAIN MIN. 2%)

SHALL DISCHARGE TO 24" SPLASH

W

EXIST'G. WATER METER

NEW 3/4" WATER LINE

S (APPROX. LOCATION SHOWN/ 50' EXIST'G. SANITARY SEWER MANHOLE

W

NEW 4" SAN. SEWER LINES SW/ SCHED. 40

SOUTH OF PROPERTY LINE V.I.F.)

EXIST'G GRADEEGEXIST'G GRADEFGEXIST'G E

FINISHED/ FINALFTOP OF WALLTWBOTTOM OF WALLBW

MAY FOLLOW DETACHED GARAGE ZONINGSIDE INTERIOR AND REAR SETBACKS

(NEAREST ADJACENT NEIGHBOR AT 25.0' DISTANCE, NEIGHBOR AT 1370 ZENOBIA IS LESS THAN 20'-0" AND REMOVED FROM R.Z.L. CALCULATION PER SECT. 13.1.5.3.2B)

NO BULK PLAN REQUIREMENTS

(UNIT AREAS):1st FLR.COND. SPACE

2nd FLOORCOND. SPACE COND. SPACE

3rd FLOORCOND. SPACETOTAL

1,944 SQ. FT.

GARAGE

1,944 SQ. FT.

ADDRESS1382

BASEMENTCOND. SPACE

398 SQ. FT.398 SQ. FT.

517 SQ. FT.517 SQ. FT.

221 SQ. FT.221 SQ. FT. A1.3 ......... THIRD FLOOR PLAN

A1.4 ......... ROOF PLAN

A2.1 ......... EXTERIOR ELEVATIONS 2ARCHITECT OF RECORD:KSA ARCHITECTURE, LLCJIM KEAVNEY, ARCHITECT4900 W. 29TH AVENUEDENVER, COLORADO 80212(303) 630-9514/ [email protected]

STRUCTURAL ENGINEER:GEI STRUCTURAL ENGINEERING

6355 WARD ROAD #308ARVADA COLORADO 80004(303) 940-0996/

JERRY MEISER , PE

[email protected]

PROJECT OWNER:DENVER DEVELOPMENT GROUP

4433 TENNYSON STREETDENVER, COLORADO 80212(720) 404-2786

KEITH GALLEGOS

[email protected]

DW

DW

E IA1

1

2

3

4

J

5

B FD HC GA

11/8"=1'-0"SITE PLAN

NO

RTH

125.0'PROPERTY LINE

125.0'PROPERTY LINE

PRO

PERT

Y LI

NE

25.0

'

ELEV.REF. SURVEY

5356.68'

5' S

IDEW

ALK

ZEN

OBI

A S

TREE

T

PRO

PERT

Y LI

NE

25.0

'

15' A

LLEY

ELEV.REF. SURVEY

5357.18' REAR 20%FRONT 80% ELEV.REF. SURVEY

5355.1'

ELEV.REF. SURVEY

5356.56'ELEV.REF. SURVEY

5356.82'

ELEV.REF. SURVEY

5354.99'


19.0'

1360 ZENOBIA

(OUTLIER)

25.0'

BUMP OUTABOVE

W

S

(N)SSSCHED. 40(N)SS(N)SS

CITY

SA

NITA

RY S

EWER

FL

OW

LIN

E

(N)W

PROPOSED 34"SERVICE LINEWITH NEWMETER PIT ANDCURB STOP

UNIT 1

UNIT 2

THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVEPERFORMANCE ALTERNATIVE COMPLIANCE WITH UATRADE OFF METHOD WITHIN THE REQUIRED CODEANALYSIS PER IECC SECTION R401-404/ IRC SECT.N1101.14 THRU N1104.

SURVEYOR CERTIFICATION:I, KARL W. FRANKLIN, A REGISTERED LAND SURVEYOR IN THESTATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEYFOR THE ZENOBIA DUPLEX PROJECT WAS MADE UNDER MYSUPERVISION AND THE ACCOMPANYING PLAN ACCURATELYAND PROPERLY SHOWS SAID SURVEY.

FRONT PORCH LOT COVERAGE EXEMPTION:PER SECTION 4.3.7.5 NEW FRONT PORCH (30 SQ. FT.) IS EXEMPT FROM INCLUSION IN LOT COVERAGE CALCULATION.

FRONT PORCH FRONT SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW FRONT PORCH ALLOWED TO ENCROACH INTO FRONT SETBACK A MAXIMUM OF 8'-0" (3'-0" PROVIDED)

EGRESS WINDOW WELL SIDE SETBACK ENCROACHMENT:PER SECTION 4.3.7.4 NEW SIDE EGRESS WINDOW WELL ALLOWED TO ENCROACH 3'-0" INTO SIDE SETBACKS. (2'-8" PROVIDED)

25.0'


PROTECTEDEAVE ABOVE

25.0

'

PROTECTEDEAVE ABOVE

VACANT NEIGHBORING LOT

F-3 .......... THIRD FLOOR/ROOF FRAMING PLANS

540 SQ. FT.540 SQ. FT.

489 SQ. FT.489 SQ. FT.1384

ZENOBIA

ZENOBIA

1388 ZENOBIA

1382 ZENOBIA

1384 ZENOBIAGARAGE

GARAGE

5357.0' (ROUND, THEN AVERAGE OF 5357.18 + 5356.82')FRONT:

1384

1382

METER PIT/CURB STOP

FL

OW

LIN

E

W

(N)W (N)W (N)W

5'-0

"

5355.0' (ROUND, THEN AVERAGE OF 5355.1 + 5354.99')REAR:

LOTS 33-34; BLOCK 1; McDOWELL SUBDIVISION; CITY OF DENVER;COUNTY OF DENVER; STATE OF COLORADO.LOT AREA = 6,258.32 SF (+/-0.144AC)

LEGAL DESCRIPTION:

SCHED. 40(N)SS(N)SS

SETBACK INDICATION

DOWNSPOUT

NEW STRUCTURE

PROTECTED EAVE

PROPERTY BOUNDARY I.L.L. IMAGINARY LOT LINE

(SEE DETAIL 6/A4.0)

A0.1.......... SUDP

ZENOBIA STREET DUPLEX 3 -STORY DUPLEX

1382-1384 ZENOBIA ST.DENVER, COLORADO

(DUPLEX BUILDING FORM)

SITE

PLA

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9th

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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

030818

N

EW 3

STO

RY D

UPLE

X

DEN

VER

, CO

LORA

DO


N. Z

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BIA

DUP

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1382

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4 ZE

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SUDP

AutoCAD SHX Text

ELV.: 5354.43'

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

PROVIDE NEW (2) 4" CLEANOUT

AutoCAD SHX Text

2 UNITS-STACKED NDS FLO-WELL DRY WELL. PART #: FWAS24WH RIM ELV: 5355.92' SUMP ELV: 5350.38' OVERFLOW INV. ELV:5355.17'

AutoCAD SHX Text

57 LF-4" SCH-40 PVC PIPE @ 0.5%

AutoCAD SHX Text

1 LF-4" SCH-40 PVC PIPE OVERFLOW @ 0.0%

AutoCAD SHX Text

DISCHARGE POINT MUST BE A MIN. OF 3'-0" FROM SIDE PL & 10'-0" FROM FRONT PL.

AutoCAD SHX Text

SIDEWALK CHASE W/ 1' WIDE TREAD PLATE PER CCD STD DWG NO. 8.1 FROM PL TO FL @ 2% FL ELV: 5354.50'.

AutoCAD SHX Text

10 LF-RIVER ROCK RIP-RAP @ 2.0%

AutoCAD SHX Text

PIPE INV OUT ELV: 5354.89'

AutoCAD SHX Text

MIN. GAR. FFE.= x'

AutoCAD SHX Text

MIN. GAR. FFE.= x'

AutoCAD SHX Text

MAINTAIN 5' BETWEEN WASTEWATER LINE AND ADJ. PROP. LINE

AutoCAD SHX Text

FL. ELV: 5354.32'

AutoCAD SHX Text

SMH RIM ELV: -INV. ELV: 5343.94' (IN) -INV. ELV: 5343.84' (OUT)

AutoCAD SHX Text

FL. ELV: 5354.2'

AutoCAD SHX Text

FL. ELV: 5354.43'

AutoCAD SHX Text

APPROX. 90'-0"

AutoCAD SHX Text

CALCULATED SANITARY TIE-IN ELV: 5344.25'

FURN

W.H

.

FURN

W.H.

S.P.

S.P.

E IA1

1

2

3

4

J

5

B FD HC GA

BEDROOM 4

CRAWLSPACE

BATH. 3

BEDROOM 4BATH. 3

2868

2868

24682-3068

2868

2868

2468

2-3068

3040 DHEGRESS

3040 DHEGRESS

1 1/4"=1'-0" BASEMENT FLOOR PLAN N

ORT

H

A3.03

A3.03

A3.01

A3.01

13

13

12

12

10

10

2

2

1

1

CRAWLSPACE

GARAGEABOVE

CRAWLSPACEACCESS

CRAWLSPACEACCESS

15

15

16

16

19

19

[email protected]"13 T @ 10"

up

up

A3.02

A3.02

UNIT 1384 UNIT 1382


ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.

INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS.R11.7.7. PROVIDE CLEAR AREA OF 36"x36" AT BOTTOM OF STAIR FOR LANDING.

RANGE w/ SELF-CLEANING OVEN, HOOD OVER.

REFRIGERATOR w/ ICE-MAKER, PER OWNER.

DOUBLE SINK w/ DISPOSAL.

FINISHED END CABINETRY.

42" HT. WALL w/ WOOD CAP.

INTERIOR RAILING, 36" HEIGHT.

VANITY.

CUSTOM SHOWER.

ONE ROD, ONE SHELF.

TWO RODS, TWO SHELVES.

PEDESTAL SINK.

STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.

MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

ROOF SCUPPER

1

2

3

4

5

6

7

8

9

10

11

14

15

16

17

13

INTERIOR KEY NOTES:

WATER HEATER. SIZE PER CONTRACTOR

INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS.G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

CRAWL SPACE ACCESS

12

18

19

CUSTOM CLOSET DRAWERS/SHELVING20

GENERAL NOTES:

1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OFDOOR FRAME, AND TO CENTER OF WINDOW.

2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OFSTEPS IN ANY STAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN7.75".

3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOP OF THRESHOLD AT ACCESSIBLEUNIT EXTERIOR EGRESS DOORS. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOTBE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 8'-0" REFER TO ELEVATIONS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY NOTES.7. SEE SHT's. A2.0 THRU A2.1 EXTERIOR ELEVATIONS AND SHEET A4.0 THRU A4.1 FOR DETAILS.8. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.

WINDOWS (IRC SECT. R308.4.6/.7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE THE PLANEOF WALKING SURFACE AT STAIRS, LANDINGS OR RAMPS.

WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED AT THE BOTTOM OF A STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTALARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING.

SEE SHEET A5.0 FOR WINDOW SAFETY GLAZING AND FALL PROTECTION REQUIREMENTS.

DOOR LABEL DESCRIPTION:

EXAMPLE: 6068 = 6 0 6 8

6'-0" WIDE 6'-8" TALL

INDICATES AREA OPEN TO ABOVE

BASE

MEN

T FL

OO

R PL

AN

A1.0

CO

PYRI

GHT

201

8IF

THI

S D

RAW

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IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

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IS N

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TO S

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9th

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DATE ISSUEPROJECT #

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ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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EE

030818

N

EW 3

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LORA

DO


N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

BLDG. PERMIT JW9.13.18

AutoCAD SHX Text

NOTE: BASEMENT EXTERIOR WALLS TO BE 8" POURED CONCRETE w/ BASEMENT EXTERIOR WALLS TO BE 8" POURED CONCRETE w/ R-19 CLOSED CELL EXTERIOR INSULATION.

AutoCAD SHX Text

NOTE: THE UNDERSIDE OF NON-RATED FLOOR ASSEMBLIES SHALL BE PROVIDED WITH " GYPSUM WALLBOARD MEMBRANE, OR " WOOD 12" GYPSUM WALLBOARD MEMBRANE, OR " WOOD 58" WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT. PENETRATIONS FOR DUCTS,VENTS, ELECT. OUTLETS, PIPING, ETC. PERMITTED. EXCEPTION: OVER CRAWLSPACE NOT INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES, AT UNPROTECTED PORTIONS OF < 80 SQ.FT OR < 80 SQ.FT OR 80 SQ.FT OR FIRE BLOCKING PER R302.11.1 IS INSTALLED ALONG THE PERIMETER OF UNPROTECTED AREA, FLOORS OF 2X10 OR GREATER OF STRL COMPOSITE LUMBER R302.13.

1 1/4"=1'-0" FIRST FLOOR PLAN N

ORT

H

GAS F/P

LIVING

8068 SGD

[email protected]"

4646 FIXED

2868

2868

2868

13 T @ 10"

ENTRY

KITC

HEN

A3.03

A3.03

A3.01

A3.01

1F

2F

7F

DW

DW

2868

GAS F/P

3040 FXD

E IA1

1

2

3

4

J

5

B FD HC GA

up dn

LIVING

ENTRY

KITC

HEN

up dn DINING

8068 SGD

3040 FXD

2-3020 CSM 2-3020 CSM 2-3620 CSM

2-3020 CSM 2-3020 CSM 2-4020 CSM

DINING

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

2F

3F2F 3F

3F 7F

3F

1F 1F

3F

3F

1F 3F

3F

PROJECTEDWINDOWABOVE

AAA5.1

AAA5.1

BB

A5.1

BB

A5.1

A4.01b

A4.11

A4.14

A4.14


TEMP.

TEMP.

TEMP.

TEMP.

TEMP.

TEMP.

TEMP.

WINDOWWELL

WINDOWWELL

CONC. LANDING

CONC. LANDING

A3.02

A3.02

A4.14

A4.02

A4.14

A4.14

A4.14

ZENOBIA

ZENOBIA

1384

1382



1384 GARAGE

1382 GARAGE

UNIT 1384 UNIT 1382









VANITY.

CUSTOM SHOWER.

ONE ROD, ONE SHELF.


PEDESTAL SINK.



ROOF SCUPPER

1

2

3

4

5

6

7

8

9

10

11

14

15

16

17

13

INTERIOR KEY NOTES:



CRAWL SPACE ACCESS

12

18

19


GENERAL NOTES:








EXTERIOR FINISH KEY NOTES:METAL PANEL SYSTEM

BRICK VENEER

ROOF DECK WITH TEMP. GLASS RAILING

1

2

3

4

6

7

5

F

F

F

F

F

F

F

COMPOSITION SHINGLE ROOF

ROOF PARAPET, MIN. 36" HT.

SHADING DEVICE (PER ZONING SECT. 4.3.7.4)

3-COAT STUCCO

8F 2' X 1' TILE CLADDING

9F METAL RAILING

10F DOWNSPOUT


INDICATES UPPER LEVELCANOPIES/CANTILEVER ABOVE

FRONTN. WALL WINDOW OPENING CALCS.

TOTAL WINDOW OPENINGSREAR

TOTAL WALL AREAOPENING PERCENTAGE

(25% MAX.)

S. WALL WINDOW OPENING CALCS.

TOTAL WINDOW OPENINGSTOTAL WALL AREAOPENING PERCENTAGE

UNIT:

FRONT REARUNIT:

(25% MAX.)

(25% MAX.) (25% MAX.)

N/A116 SQ. FT.915 SQ. FT.

12.6%

123 SQ. FT.947 SQ. FT.

12.9%N/A


EXAMPLE: 6068 = 6 0 6 8

6'-0" WIDE 6'-8" TALL

1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 4, A4.1)

2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 1 & 1b A4.0)

RATED WALL LEGEND:

FIRS

T LE

VEL

FLO

OR

PLA

N

A1.1

CO

PYRI

GHT

201

8IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

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9th

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ver,

CO

802

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DATE ISSUEPROJECT #

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ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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030818

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N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

18":12 MIN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

18":12 MIN.

AutoCAD SHX Text

FF.= 5356.5'

AutoCAD SHX Text

FF.= 5356.5'

AutoCAD SHX Text

FF.= 5355.5'

AutoCAD SHX Text

FF.= 5355.5'

AutoCAD SHX Text

SLOPE AWAY

AutoCAD SHX Text

FROM STRUCT.

AutoCAD SHX Text

1/4" per FT.

AutoCAD SHX Text

SLOPE AWAY

AutoCAD SHX Text

FROM STRUCT.

AutoCAD SHX Text

1/4" per FT.

3040 FXD

1

2

E IA1

1

2

3

4

J

5

B FD HC GA

0" O

H.0"

OH.

124

124

0" O

H.

4" OH.

0" O

H.

dn

up dn M. BEDROOM

M. BATH

PWDRW/D

DECK

M. BEDROOM

M. BATH

PWDRW/D

DECK4646 FIXED

3040 FXD

3040 FXD 6016 FXD

3040 FXD 6016 FXD

3050 CSM 3030 CSM 2-4020 CSM

3030 CSM 2-4020 CSM

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

3050 CSM

up2468

2468

6068 SGD.

6068 SGD.2468

2868

2868

2668

2668

2468

1

1

1 1

1

8

8

F

F

F

F

F

2F

2F

2F

1

1

2

2

8

8

3

3

14

14

9

9

10

10

13

13

6F

PROJECTEDWINDOW

A3.03

A3.03

A3.01

A3.01

NO

RTH

A4.01

A4.14

A4.14

GARAGE ROOF [email protected]"13 T @ 10"


TEMP.

TEMP.

TEMP.

A4.17

20

20

A3.02

A3.02

-3"

-3"

A4.01b

A4.14

A4.011

A4.011



UNIT 1384 UNIT 1382









VANITY.

CUSTOM SHOWER.

ONE ROD, ONE SHELF.


PEDESTAL SINK.



ROOF SCUPPER

1

2

3

4

5

6

7

8

9

10

11

14

15

16

17

13

INTERIOR KEY NOTES:



CRAWL SPACE ACCESS

12

18

19


GENERAL NOTES:









BRICK VENEER


1

2

3

4

6

7

5

F

F

F

F

F

F

F




3-COAT STUCCO


9F METAL RAILING

10F DOWNSPOUT


VENTILATION CALCULATIONS:

PITCHED ROOF ATTIC SPACE (441 SQ. FT.) (441÷150 = 2.94 SQ. FT. OF REQUIRED VENTILATION

PROVIDE MIN. (2) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 1.78 SQ. FT. LOCATE VENTS 3'-0" VERTICALLY ABOVE THE HOUSE PLATE LINE:

NOTE: SEE FOR VENT DETAIL.A4.111

1.47 SQ. FT. VENTILATION REQUIRED AT HIGH PORTION OF ROOF:

GARAGE ROOF

PROVIDE MIN. (2) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 1.78 SQ. FT. 1.47 SQ. FT. VENTILATION REQUIRED AT HIGH PORTION OF ROOF:

HATCH INDICATES CANOPIESBELOWROOF EAVE VENT

LEGEND

ROOF EYEBROW VENT


EXAMPLE: 6068 = 6 0 6 8

6'-0" WIDE 6'-8" TALL



RATED WALL LEGEND:

SEC

ON

D L

EVEL

FLO

OR

PLA

N

A1.2

CO

PYRI

GHT

201

8IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

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4900

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9th

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DATE ISSUEPROJECT #

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ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

030818

N

EW 3

STO

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X

DEN

VER

, CO

LORA

DO


N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

.25:12 MIN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

.25:12 MIN.

E IA1

1

2

3

4

J

5

B FD HC GA

3050 CSM 2030 CSM

3050 CSM 2030 CSM

4646 FIXED

3020 FXD

3020 FXD

3040 CSM 3040 CSM 3040 CSM

3040 CSM 3040 CSM 3040 CSM

6068

SG

D.

6068

SG

D.

EGRESS

EGRESS

dn

dn

2668

2668

2668

2-1668

2-2068 2-2068

1F

1F

1F

1F

1F

1F

2F

1F

3F3F

2668

2668

2668

2-1668

2-2068 2-2068

8F

8F

8

10

11

12

13

8

11

13

2

2

3

3

BEDROOM 2

BEDROOM 3

BATH. 2

BATH. 2

BEDROOM 2

BEDROOM 3

DEC

K

DEC

K

GARAGE ROOF BELOW

PROJECTEDWINDOW

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

A3.03

A3.03

A3.01

A3.01

NO

RTH

A4.07

A4.07

A4.14

A4.14

17

17

18

18


TEMP.

A3.02

A3.02

A4.16

A4.16

[email protected]"

13 T @ 10"

UNIT 1384 UNIT 1382









VANITY.

CUSTOM SHOWER.

ONE ROD, ONE SHELF.


PEDESTAL SINK.



ROOF SCUPPER

1

2

3

4

5

6

7

8

9

10

11

14

15

16

17

13

INTERIOR KEY NOTES:



CRAWL SPACE ACCESS

12

18

19


GENERAL NOTES:









BRICK VENEER


1

2

3

4

6

7

5

F

F

F

F

F

F

F




3-COAT STUCCO


9F METAL RAILING

10F DOWNSPOUT


INDICATES UPPER LEVELCANOPIES BELOW


EXAMPLE: 6068 = 6 0 6 8

6'-0" WIDE 6'-8" TALL



RATED WALL LEGEND:

THIR

D L

EVEL

FLO

OR

PLA

N

A1.3

CO

PYRI

GHT

201

8IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

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ver,

CO

802

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fice

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x

| 3

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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

030818

N

EW 3

STO

RY D

UPLE

X

DEN

VER

, CO

LORA

DO


N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

.25:12 MIN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

.25:12 MIN.

AutoCAD SHX Text

SLOPE DN.

1 1/4"=1'-0" ROOF PLAN N

ORT

H

E IA1

1

2

3

4

J

5

B FD HC GA

PROJECTEDWINDOW

6F

6F

126

126

126

126

ROO

F DE

CK

BELO

W

ROO

F DE

CK

BELO

W4"

OH.

4" O

H.

1'-0" OH.

4" O

H.4"

OH.

1'-0" OH.6" OH.

6" OH.

4" O

H.4"

OH.

A3.03

A3.03

A3.01

A3.01

A4.06

A4.06

GARAGE ROOF BELOW

A3.02

A3.02

UNIT 1384 UNIT 1382

GENERAL NOTES:





HATCH INDICATES CANOPIESBELOWROOF EAVE VENT

LEGEND

ROOF EYEBROW VENT

(SEE ATTIC VENT CALCS. SHT. A5.1)


PITCHED ROOF ATTIC SPACE (988 SQ. FT.)

PROVIDE MIN. (8) 15" x 4" *VENTS (.42 SQ. FT. EA.)= 3.36 SQ. FT. PROVIDED

(988÷150 = 6.59 SQ. FT. OF REQUIRED VENTILATION


NOTE: SEE FOR VENT DETAIL.A4.111

3.29 SQ. FT. VENTILATION REQUIRED AT EAVES :


ROO

F PL

AN

A1.4

CO

PYRI

GHT

201

8IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

12of

fice

| 30

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0.95

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DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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030818

N

EW 3

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, CO

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DO


N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.


BRICK VENEER


1

2

3

4

6

7

5




3-COAT STUCCO

8 2' X 1' TILE CLADDING

9 METAL RAILING

10 DOWNSPOUT

6

⅊

6:12

6:12

2

3040 FXD

3

⅊

5357.0'

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

FRONT/ S. WEST FACINGZENOBIA STREET

1/4" =1'-0"SIDE ELEVATION/ SOUTH FACING

GARAGEBEYOND

FIRST FLR. 0'-0"

FIRST FLR. CLG. 8'-1 1/8"

(FRONT BASEPLANE = FIRST FLR. FFE)

SEC. FLR.

2ND FLR. PL.

101 4"

HALF STO. FLR.

101 4"

25'-0" ABOVE BASE PL. (MAX. SIDE WALL HT.)

7'-1

1 8"8'

-11 8"

8'-1

1 8"

29'-6

" ( 3

0'-0

" MA

X.)

6"

30'-0" ABOVE BASE PL.(MAX. BLDG. HT.)

3020 FXD

3040 FXD

3020 FXD

REAR 20%FRONT 80%

⅊ 3040 CSM

3040 FXD

3040 FXD

BASEMENT EGRESS WINDOW

10068 SGD

3040 CSM

BASEMENT EGRESS WINDOW

3050 CSM

3040 FXD

3040 FXD

6068 SGD6068 SGD

2030 CSM

3050 CSM

2030 CSM

6016 FXD

4646 FXD

4646 FXD

4646 FXD

6016 FXD

10068 SGD

5357.0'REAR BASEP PLANE

5355.0'

14'-2

" (17

'-0" M

AX.

BLG

. HT.

)

25'-0" (N.T.S)FRONT SETBACK

25'-0" (N.T.S)TO EXT. FIN.

25'-1" (N.T.S)TO FOUND/STUD

⅊

5'-2"

5'-0"REAR

GARAGE SETBACK

TO EXT. FIN.

5'-3"TO FOUND/

STUD

3'-0"SIDE

SETBACK

3'-0"TO

EXT. FIN.

3'-1"TO

FOUND/STUD

3'-0"SIDE

SETBACK

3'-0"TO

EXT. FIN.

3'-1"TO

FOUND/STUD

1

1

2 3

3

3

4 4

66

6

7

8 8

1

1

2

2

3

3

3

7

A4.02

A4.04

A4.12

A4.13

100'-0" 25'-0"

TEMP.

TEMP.

TEMP.

TEMP.

TEMP. TEMP.

TEMP.

TEMP.

TEMP.

9 9

2'-6"22'-6"(N.T.S)

1'-6"23'-6"(N.T.S)

ROOF EAVEALLOWEDTO ENCROACH3'-0" INTOFRONT SETBACKPER SECT.6.3.7.4

PROJECTEDWINDOWALLOWED TOENCROACH1'-6" INTO FRONTSETBACK PERSECT. 6.3.7.4

CANOPYALLOWED TOENCROACH3'-0" INTO FRONTSETBACK PERSECT. 6.3.7.4

6"23'-0"(N.T.S)

1010

A4.011

GENERAL NOTES:

1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THEFIELD. COORDINATE WITH DESIGN & STRUCTURAL PLANS FORVERIFICATION.

2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR.FIRE-RATED. NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.

3. SEE SHEETS A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES &ABBREVIATION TRANSLATIONS.

BUIL

DIN

G E

LEV

ATIO

NS

1

A2.0

CO

PYRI

GHT

201

8IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

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DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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N

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DO


N. Z

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DUP

LEX

1382

-138

4 ZE

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BIA

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EET

AutoCAD SHX Text

NOTE: 1" TO EXTER. STUCCO/ MTL. FINISH

AutoCAD SHX Text

2" TO STUD/ FOUND. WALL

AutoCAD SHX Text

(0' SIDE SETBACK REQUIRED W/IN REAR 35%)

AutoCAD SHX Text

GARAGE BEYOND:


BRICK VENEER


1

2

3

4

6

7

5




3-COAT STUCCO

8 2' X 1' TILE CLADDING

9 METAL RAILING

10 DOWNSPOUT

3040 CSM

3050 CSM

REAR 20% FRONT 80%

(FRONTBASEPLANE =

5357.0')

2 1/4"=1'-0"SIDE ELEVATION/ NORTH FACING

5357.0'

124

⅊

T.O. ROOF/ PITCHED ROOF6:12

6:12

1

3040 CSM

3030 CSM

2-4020 CSM

2-3620 CSM 2-3020 CSM 2-3020 CSM

FIRST FLR. 0'-0"



SEC. FLR.

2ND FLR. PL.

101 4"

HALF STO. FLR.

101 4"


7'-1

1 8"8'

-11 8"

8'-1

1 8"

29'-6

" ( 3

0'-0

" MA

X.)

6"


6068 SGD

3050 CSM

3040 CSM

3030 CSM

2-4020 CSM

2-4020 CSM 2-3020 CSM 2-3020 CSM

3040 CSM 3040 CSM 3040 CSM

⅊




REAR BASEP PLANE5355.0'

14'-2

" (17

'-0" M

AX.

BLG

. HT.

)

⅊

5'-2"

5'-0"REAR

GARAGE SETBACK

TO EXT. FIN.

5'-3"TO FOUND/

STUD

3'-0"SIDE

SETBACK

3'-0"TO

EXT. FIN.

3'-1"TO

FOUND/STUD

FIRST FLR. 0'-0"



SEC. FLR.

2ND FLR. PL.

101 4"

HALF STO. FLR.

101 4"


7'-1

1 8"8'

-11 8"

8'-1

1 8"

29'-6

" ( 3

0'-0

" MA

X.)

6"


5357.0'

⅊

14'-2

" (17

'-0" M

AX.

BLG

. HT.

)5355.0'

REAR BASE PLANE

GAR. FIN. FLR. 0'-0"5355.5'

8'- 1

1/8

" GA

RAG

EC

EILI

NG

PLT

.

1

1

2

3

3

4 4

6

66

7

7

3

3

1

1

5

4

66

6

A4.02

A4.07

A4.16

A4.19

11/4"=1'-0"REAR ELEVATION/ EAST FACING

100'-0"25'-0"

TEMP. TEMP.

2'-6"22'-6"(N.T.S)

23'-6"(N.T.S)

ROOF EAVEALLOWED

TO ENCROACH3'-0" INTO

FRONT SETBACKPER SECT.

6.3.7.4

PROJECTEDWINDOW

ALLOWED TOENCROACH

1'-6" INTO FRONTSETBACK PERSECT. 6.3.7.4

CANOPYALLOWED TO

ENCROACH3'-0" INTO FRONT

SETBACK PERSECT. 6.3.7.4

6"23'-0"(N.T.S)

1'-6"

1010

A4.15

A4.15

GENERAL NOTES:

1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THEFIELD. COORDINATE WITH DESIGN & STRUCTURAL PLANS FORVERIFICATION.

2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR.FIRE-RATED. NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.

3. SEE SHEETS A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES &ABBREVIATION TRANSLATIONS.

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AutoCAD SHX Text

NOTE: 1" TO EXTER. STUCCO/ MTL. FINISH

AutoCAD SHX Text

2" TO STUD/ FOUND. WALL

AutoCAD SHX Text

(0' SIDE SETBACK REQUIRED W/IN REAR 35%)

AutoCAD SHX Text

GARAGE:

GENERAL NOTES:

1. BUILDING SECTIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURAL PLANS FOR VERIFICATION.

2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.

3. SEE SHEETS A5 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATIONTRANSLATIONS.

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL

BEDROOM 4

DINING/KITCHEN

MA. BATHROOM

BATHROOM 3

FIRST FLR.0'-0"

BSMT. CLG. PLT.

BSMT. FLR.

FIRST FLR. CLG.

SEC. FLR.

SEC. FLR. CLG.

THIRD FLR.

THIRD. FLR. CLG.

3040 FXD

(FRONTBASEPLANE =

5357.0')5357.0'

6:12

R-49 INSUL., SEE STRUCT. PLANSSLOPED ROOF W/

2x6 EXT. WALLw/ R-21 INSUL, TYP.

FLR. JST. ,REF. STRUCT. PLANS



BSMT. EXT. WALL

CONC. SLAB,REF. STRUCT. PLANS

EXTERIORBELOWGRADEINSUL.R-19TYP.

FDTN.,REF. STRUCT. PLANS

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

VAULTEDCEILING.

GARAGEBEYOND

FDTN.,REF. STRUCT. PLANS


⅊3'-0"SIDE

SETBACK

3'-0"TO

EXT. FIN.

3'-1"TO

FOUND/STUD

⅊3'-0"SIDE

SETBACK

3'-0"TO

EXT. FIN.

3'-1"TO

FOUND/STUD

A4.03

A4.05

A4.06

A4.11


BEDROOM 3

MA. BEDROOM

KITCHEN

CRAWL SPACE

FIRST FLR.0'-0"

BSMT. CLG. PLT.

FIRST FLR. CLG.

SEC. FLR.

SEC. FLR. CLG.

THIRD FLR.

THIRD. FLR. CLG.

(FRONTBASEPLANE =

5357.0')


6:12





FLR. JST., w/ R-38 INSUL.REF. STRUCT. PLANS, PROVIDE 18"MIN. CLEAR TO UNDERSIDE OFFLOOR JOISTS PER IRC 408.1

FDTN., REF.STRUCT. PLANSFDTN.,

REF. STRUCT. PLANS


VAULTEDCEILING.

GARAGEBEYOND

R-19 INSUL. AT FOUND.WALLS, EXTEND 24"DOWN FROM GRADE

R-19 INSUL. AT FOUND.WALLS, EXTEND 24"DOWN FROM GRADE

5357.0'

RF. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS

A4.010

A4.18


PERIMETERDRAIN

EXTERIOR BELOWGRADE RIGID INSUL.R-19 TYP.

THE UNDERSIDE OF NON-RATED FLOORASSEMBLIES SHALL BE PROVIDED WITH12" GYPSUM WALLBOARD MEMBRANE,OR 58" WOOD STRUCTURAL PANELMEMBRANE, OR EQUIVALENT.PENETRATIONS FOR DUCTS,VENTS,ELECT. OUTLETS, PIPING, ETC.PERMITTED.

PERIMETERDRAIN

6 MIL APPROVED VAPOR RETARDER,LAP JOINTS MIN. 6"PLACED BETWEEN SLAB & BASECOURSE, OR OVER PREPAREDSUB-GRADE. NOT REQ. AT GARAGE,CARPORT,UTILITY OR NON-HEATEDSTRUCTURES & FLATWORK PER R506.2.3

FIRST FLR. 0'-0"

BSMT. CLG. PLT.

BSMT. FLR.

FIRST FLR. CLG.

SEC. FLR.

SEC. FLR. CLG.

THIRD FLR.

THIRD. FLR. CLG.

(FRONTBASEPLANE =

5357.0')5357.0'

DINING/KITCHENLIVING RM.

BEDROOM 4BATH 3

CRAWL SPACE

MA. BATH MA. BEDROOM

BEDROOM 2 BEDROOM 3BATH 2

ROOFDECK

DINING/KITCHENLIVING RM.

BEDROOM 4BATH 3

MA. BATH BALCONY

BEDROOM 2 BEDROOM 3BATH 2ROOFDECK

R-49 INSUL., SEE STRUCT. PLANSSLOPED ROOF W/ R-49 INSUL., SEE STRUCT. PLANS

SLOPED ROOF W/




2x6 EXT. WALLw/ R-21INSUL, TYP.







FDTN.,REF. STRUCT. PLANS FDTN., REF. STRUCT. PLANS

BSMT. EXT. WALL

EXTERIOR BELOWGRADE RIGID INSUL. R-19 TYP.

EXTERIOR BELOWGRADE RIGID INSUL.R-19 TYP.

BSMT. EXT. WALLBSMT. EXT. WALL

EXTERIOR BELOWGRADE RIGIDINSUL. R-19 TYP.


FDTN., REF. STRUCT. PLANS

FDTN., REF. STRUCT. PLANS


TOP OF VAULT

⅊




⅊5'-0"

REARGARAGE SETBACK

5'-2"TO EXT. FIN.

5'-3"TO FOUND/

STUD

REAR BASEP PLANE5355.0'

A4.01

5

A4.08

A4.08

A4.09A4.0

9

A4.07A4.1

7

A4.110

PROJECTED WINDOWALLOWED TO ENCROACH1'-6" INTO FRONT SETBACKPER SECT. 6.3.7.4

FL. JST. w/ R-38 INSUL.,REF. STRUCT. PLANS

A4.112

CRAWL SPACE

PERIMETERDRAIN

PERIMETERDRAIN

6 MIL APPROVED VAPOR RETARDER, LAP JOINTS MIN. 6"PLACED BETWEEN SLAB & BASE COURSE, OR OVER PREPAREDSUB-GRADE. NOT REQ. AT GARAGE, CARPORT,UTILITY ORNON-HEATED STRUCTURES & FLATWORK PER R506.2.3

THE UNDERSIDE OF NON-RATED FLOORASSEMBLIES SHALL BE PROVIDED WITH 12"GYPSUM WALLBOARD MEMBRANE, OR 58"WOOD STRUCTURAL PANEL MEMBRANE, OREQUIVALENT. PENETRATIONS FOR DUCTS,VENTS,ELECT. OUTLETS, PIPING, ETC. PERMITTED.

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AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

18":12 MIN.

3'-0

"3'

-0"

3'-0

"

SEE FLOOR PLA

N

FOR TR

EAD/RISER

COUNT

SEE FLOOR PLA

N

FOR TR

EAD/RISER

COUNT

SEE FLOOR PLA

N

FOR TR

EAD/RISER

COUNT

BA3.1

BA3.1

BA3.1

WOOD STRINGER,TYP.

WOOD STRINGER,TYP.

WOOD STRINGER,TYP.

WOOD TREAD ANDRISER CLOSURE,TYP.



WOOD RAILING, TYP.

WOOD RAILING, TYP.

WOOD RAILING, TYP.

12" GYP. BOARDAT OCCUPIABLEROOMS, TYP.




12" GYP. BOARDAT OCCUPIABLEROOMS, TYP. 6'

-8"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

7'-3

1 2" P

ROV

IDED

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

7'-1

1 2" P

ROV

IDED

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

7'-1

" PRO

VID

ED

STAIR SECTION (TYP.)SCALE 1/2" = 1''-0"1

8'-1

1 8"

101 4"

8'-1

1 8"

101 4"

8'-1

1 8"

101 4"

7'-1

1 8"

A

A

A

AA3.1

2X6 PT PLATE,ANCHORED TO FLOORSTRUCTURE 81

4" SIMPSON TAZ STAIRCASE ANGLE

WOOD TREADSTAIR SUPPORT STRINGER

11"

WOOD RAILINGBEYOND, ANCHORTO STRINGER 10"

2"

12" PLYWOOD CLOSURE

GYP. BOARD

NOTE: TREAD NOSING TOCOMPLY WITH IRC R311.7.5.3,NOSING RADIUS MAX. 9

16" ANDBEVEL MAX 12". NOSING SHOWNAT 1" (MIN. 34", MAX. 1 1/4")

814" SIMPSON TAZ

STAIRCASE ANGLE

WOOD TREADSTAIR STRINGER

BEAM,RE: STRUCT.STRINGER TO BEAMCONNECTION, RE:STRUCT.

GYP. BOARD

12" PLYWOODCLOSURE

11"10"

STAIR STRINGER DETAILNOT TO SCALEA

STAIR ATTACHMENT DETAILNOT TO SCALEB

3/4" Min - 1 1/4" Max

3/4" Min - 1 1/4" Max

A

KEY NOTES:VERIFY EXACT BEAM LOCATION w/ STRUCTURAL DWGs.FOR MINIMUM CLEARANCES PRIOR TO COMMENCEMENT OF ANY & ALL STAIR CONSTRUCTIONSEE NOTE BELOW.

FURN

W.H

.

FURN

W.H.

S.P.

S.P.

E IA1

1

2

3

4

J

5

B FD HC GA

2 1/16"=1'-0" KEY PLAN

STA

IR D

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* MAINTAIN MINIMUM 6'-8" CLEAR HEAD HEIGHT AT ALL STAIRS. G.C. TO COORDINATE AND VERIFY MINIMUM HEAD HEIGHT PRIOR TO STAIR CONSTRUCTION OR ANY PURCHASE OF STAIR MATERIALS AND COMPONENTS.

AutoCAD SHX Text

8

AutoCAD SHX Text

A4.0

AutoCAD SHX Text

STAIRWAY REQUIREMENTS: WIDTH: STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES ('914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HAND RAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2 INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31 1/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES ( 0'38 MM) WI-IERE HANDRAILS ARE PROVIDED ON BOTH SIDES. RISE AND RUN: THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES. THE MAXIMUM ALLOWABLE RISER HEIGHT VARIANCE IS 3/8 OF AN INCH BETWEEN THE GREATEST AND SMALLEST RISER. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE MAXIMUM ALLOWABLE TREAD DEPTH VARIANCE IS 3/8 OF AN INCH. HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAT 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR THE FLOOR SURFACE OF THE LANDING OR PLATFORM. LANDINGS: THE WIDTH OF EACH LANDING PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ON SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCI-IES. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RAISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH BETWEEN THE WALL AND THE HANDRAILS.

112" MIN.

WALL

HANDRAIL BRACKET

1-1/4" HANDRAIL1-1/4"HANDRAIL 36

"

8 NO SCALEHANDRAIL DETAIL

PARCEL LINEBETWEEN UNITS - NO ROOFPENETRATIONS WITHIN 5 FEET

ROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATEDMATERIAL FOR MIN. OF 4'-0"EITHER SIDE OF PARTY WALL

STEEL STUD TOP TRACK

FIBERGLASS SOUNDATTENUATION BATTS (TYP).

PROPERTY LINE BETWEEN UNITS,TYP.

2x4 WOOD STUDS @ MAX. 24"O.C., REF. STRUCT. PLANS

(2) LAYERS 1" GYP. BOARD LINERSET INTO "H"-SHAPED STEEL STUDS@ 24" O.C.

BLOCKING BTWN FLOOR TRUSSES, TYP.

PROPERTY LINE BETWEEN UNITS,TYP.

5-1/4" 5-1/4"

TYPICAL ROOFTOP STAIR ACCESSROOF: MIN. CLASS 'C' BUILT-UP

ROOFING OVER ROOF SHEATHINGPER STRUCTURAL ENGINEERING

OVER ROOF JOISTS w/ MIN. R-38INSUL., TYP. INTERIOR SURFACE OF

1/2" GYP. BOARD.

DOUBLE TOP PLATE FOR ROOFWALLS AS REQUIRED FOR 10'-0"O.C. VERTICAL CLIP ATTACHMENT,TYP.

10 1/2"

3/4" 3/4"

1" TYPE 'X' SHAFTLINER PANEL

1" TYPE 'X' SHAFT LINER PANEL

(1) LAYER 5/8" GYP. BD. ONINTERIOR SURFACE OF 2x4 STUDS

2x4 CROSS-BRACE AS REQ.'d FORCLIP ATTACHMENT

MIN. 2"W.x2"x2-1/4" ALUMINUM "L"CLIP ATTACHED TO STEEL "H" STUDS,

MAX. OF 10'-0" O.C. VERTICALLYFOR LINER WALLS UP TO 44'-0" HIGH

TYPICAL THIRD FLOOR, 3/4" T&GPLYWOOD OR OSB OVER RIPPED2X4S OVER 11 7/8" TJI JOISTS, REF.STRUCT. PLANS. (SEE ROOF DECK

NOTE BELOW)

SILL PLATE FOR ROOF WALL ASREQ'd. FOR 10'-0" O.C. VERTICALCLIP ATTACHMENT, TYP.

STEEL STUD BOTTOM TRACK 1-LAYER 5/8" TYPE 'X' GYP. BD.

1-LAYER 1/2" GYP. BD.(PROVIDE 1-LAYER 5/8" TYPE "X"GYP. BD. AT GARAGE CLGS.

TYPICAL SECOND FLOOR, 3/4" T&GPLYWOOD OR OSB OVER 11 7/8" TJI

JOISTS, REF. STRUCT. PLANS

REF.

BLD

G. S

ECTIO

NS

REF.

BLD

G. S

ECTIO

NS

REF.

BLD

G. S

ECTIO

NS

FIRST FLR.

SECOND FLR.

HALF STORY/ROOFTOP

1b NO SCALE UL DESIGN #U366, #U373, OR #U375 (AT DEMISING WALL)

GA FILE NO. ASW 1000, 60-64 STC RATING

DEMISING END-WALL

FIRE DEMISINGWALL TOEXTEND TOINSIDE OFSHEATHINGAT ALLEND-WALLCONDITIONS.

1" TYPE 'X'GYP. PANEL

1" TYPE 'X'GYP. PANEL

INTERIOR

INTERIOR

EXTERIOR

(1) LAYER 5/8" GYP. BD. ONINTERIOR SURFACE OF 2x4 STUDS

TYPICAL FIRST FLOOR, 3/4" T&GPLYWOOD OR OSB OVER 11 7/8" TJI

JOISTS, REF. STRUCT. PLANSDOUBLE BLOCK BETWEEN FLOORTRUSSES, TYP.

STEEL STUD BOTTOM TRACKPROPERTY LINE BETWEEN UNITS

*NOTE:PARTY WALL AT GARAGE SIMILAR,DELETE INSULATION & SOUND BATTS ALL FOUNDATION WALLS BETWEEN UNITS TO BE

11" THICK U.N.O. ALL FOUNDATION WALLSSHALL BE DAMP PROOFED OUTSIDE BYAPPROVED METHODS & MATERIALS, AS REQD.BY CURRENT IBC AND LOCAL CLODES. 2X8 SILLPLATE WITH 1/2" DIAMETER X 10" ANCHORBOLTS @ 6'- 0.C. & 12" FROM ENDS (OR PERSTRUCT.) PROVIDE PERIMETER DRAIN PER SOILSREPORT RECOMMENDATIONS.

CRAWL SPACE

1 NO SCALE UL DESIGN #U366, #U373, OR #U3752-HOUR PARTY WALL ASSEMBLY

MIN. STC RATING: 45, MIN. IIC RATING: 45

*REFER TO STRUCTURAL PLANS FORFOUNDATION DESIGN AND DETAILS

*REFER TO STRUCTURAL DWG's.FOR FOUNDATION SPEC's.

MIN. 6" ABOVE EARTH,4" MIN. ABOVE PAVEMENT

15 LB. FELT w/ 17 ga. METAL NETTINGGRADE 'D')

7/8" STUCCO (3-COAT)

FNDTN. WEEP SCREED w/ MIN. 3-1/2"0.019-INCH (26 ga.), CORROSION-

1/2" AB, SEE STRUCT. DWGS.

SPAN-RATED SHEATHING

RESISTANT WEEP SCREED (SCREEDSHALL BE OF TYPE SUCH AS TO ALLOWTRAPPED WATER TO DRAIN TO THEEXTERIOR OF THE BUILDING)

R-30 INSULATION AT ABOVE ALL CRAWLSPACE , PER NEC N1102.1

FIRE BLOCK AT HORIZ. INTERVALSNOT EXCEEDING 10' ANDVERTICALLY AT ALL CLG & FLOORS,TYP., ADD 1-LAYER 5/8" TYP. 'X' GYP.BD. BETWN. WD. FRAMING ANDSHAFT LINER PANELS (IRC R302.11 &R302.111.1

A

A

A

A PROVIDE 2x NOMINAL LUMBERFIREBLOCKING VERTICALLY ATALL CEILING & FLOOR LEVELS, ASWELL AS HORIZONTALLY ATINTERVALS NOT EXCEEDING 10FEET (IRC R302.11 & R302.11.1).

NOTE: ROOF DECKING ATTACHED DIRECTLY OVER COMPOSITE OR PRESSURE-TREATED 2x4 SLEEPERS. ALL DECKSTRUCTURES SHALL NOT REDUCE THE WEATHER-RESITANCE OF THE ROOF COVERING ASSEMBLY. ALL ROOFPENETRATIONS SHALL COMPLY WITH PROVISIONS OF CHAPTER 7 OF THE IBC AND DBCA CHAPTER 15 "ROOFING ANDROOF STRUCTURES".

1 HR. REQUIREDPER IBC SECT. 709

1 HR. REQUIREDPER IBC SECT. 709

2-HOUR PARTY WALL ASSEMBLY

4" O.C. MAX.

34"-36"

MAX. 7.75", MIN. 4"

MIN. 10"

FILLET CURVATURETO BE NO GREATERTHAN 9/16", BEVELING

NOSING NOTLESS THAN 3/4",NO GREATERTHAN 1-1/4"

NOT TO EXCEED 1/2"

LESS THAN 4"

9 NO SCALESTAIR DETAIL

NO SCALEBASE WALL APPLICATION DETAIL3

6

PERROOFPLAN

PLYWOOD REF. STRUCT. PLANS

4" GUTTER

EXT. WALL STUD PER PLANTOP PLATE

ROOF FRAMING

BAFFLE BOARD

1x FASCIA REF. STRUCT. PLANS

15 LB. FELT w/ 17 ga. METAL NETTING

BUILDING PAPER



(2) LAYERS 5/8" TYPE 'X' GYP BD.

*NOTE: NO OPENINGS ALLOWED INPROTECTED EAVE.

NO SCALEEAVE DETAIL - 1-HOUR RATED

BUILT-UP ROOF

(GA RC-2602)

(2 LAYERS GRADE 'D')

TO UNDERSIDE OF 2X8 FRAMING(NO OPENINGS ALLOWED) *NOTE: NO OPENINGS

2 NO SCALEROOF SOFFIT/CANOPY DETAIL

1x FASCIA

ROOF SUPPORT AT WALL,

1-HOUR RATED (GA RC-2602)

RE. STRUCT. DWG'S.

EXTEND 2-HR. RATED ASSEMBLY TO W/IN

TO PROVIDE UNIT SEPARATION

CENTER CANOPY (TWO FRONT UNITS):

(2) LAYERS TYPE 'X' GYP BD.

BLOCKING ASREQUIRED

AND EDGE OF THE CANOPY ASSEMBLY

NO SCALEBASE WALL APPLICATION DTL. 4

BRICK VENEER CLADDING &

BUILDING PAPER (2 LAYERS

MIN. 4" ABOVE EARTH,2" MIN. ABOVE PAVEMENT

EXT. WALL STUD PER PLAN

BRICK VENEER CLADDING

FOUNDATION WEEPSCREED W/ MIN. 3-1/2"0.019 INCH (26 ga)CORROSION RESISTANTWEEP SCREED TO BEINSTALLED TO EXTEND MIN.1" BELOW THE FOUNDATIONPLATE LINE ON EXTERIORSTUD WALL

GRACE ICE & WATER SHIELD (ORAPPRVD. WATER RESISTANTBARRIER) TO BE INSTALLED ANDSHALL LAP OVER EXTERIOR OFTHE SCREED ATTACHMENTFLANGE OR FLASHING


COR-A-VENT X-5RIDGE VENT

7/8"

1/4" BEAD OFSILICONE CAULKING

ROOF RIDGE

AIR FLOW

ROOF SHEATHING

1/2" MAX.

CAP OVERHANG

SHINGLES

UNDERLAYMENT

5 NO SCALERIDGE VENT DETAIL

7 NO SCALEHIGH PARAPET WALL DETAIL

3 1/2"

ROOF LVL. 21'-1 1/4"

T.O. WALL/ PARAPET 25'-1 1/4"

12"

PREFINISHED METAL PARAPET CAP OVER M.L. TOPPLATE (SEE STRUCT. DWG'S FOR ALL TOP PLATES),FRAME EXTENDED PARAPET PROFILE w/ 2x P.T.D.F.

PLYWOOD SHEATHING

2x P.T.D.F. RIM JOIST

EXT. STUD WALL w/ R-19 INSUL.

DBL. TOP PLATE

CLG. JOIST w/ R-38 INSUL.,REF. STRUCT. PLANS

ROOF SHEATHING, REF.BUILT-UP ROOF

FLASHING & COUNTER-FLASHING

4" CANT STRIP

SLOPED PARAPET CAP

ICE & WATER SHIELD

15 LB. FELT w/ 17 ga. METAL NETTING

BUILDING PAPER (2 LAYERS GRADE 'D')


2x P.T.D.F. SILL


HARDIE SIDING

STUCCO SIDING

NON-RATED EXTERIORWALLS, UNLESS ABOVECANTILEVER, SEEKEY PLAN (THIS DETAIL) FORLOCATIONS.

STRUCT. PLANS

PRIVACY WALL, MIN. 42" HEIGHT FROMTOP OF ROOF

3'-0

" MIN

.(T

OP

OF

ROO

F FI

NIS

H /

DEC

K)

AIR- IMPERMIABLE VAPOR BARRIER TOUNDERSIDE OF SPRAY INSULATION TOUNDERSIDE OF ROOF SHEATHING,PROVIDE R-38 INSULATION AT ROOF

BASEMENT

SHINGLE CAP

GALVANIZED SCREWw/ GROMMET

FASCIABOARD

DRIP EDGEDRIP EDGE BEYONDNOTCHED & FOLDEDFOR STRAPSTRAP, SECURE 16" O.C.

GUTTER

NAILABLE ROOFSHEATHING

10 NO SCALEHANGING GUTTER DETAIL

4" O.C. MAX.

42"

WALKING SURFACE

11 NO SCALEGUARDRAIL DETAIL

CORROSIVE RESISTANT METALLATH ATTACHED w/ 1 12" LONG 11GA. NAILS HAVING A 7

16" HEADOR 16 GA. STAPLES NOTSPACED MORE THAN 6" ADHERED PER R703.12

CLASS II VAPOR RETARDER:KRAFT FACED FIBERGLASS BATTS INSULATION PER IRC R702.7

CLASS II VAPOR RETARDER:KRAFT FACED FIBERGLASS BATTS INSULATION PER IRC R702.7

12NO SCALEPROJECTION DETAIL - 1-HOUR RATED

(UL-L570)

PER PLAN

EXTERIOR FINISH, REF.EXTERIOR ELEVATIONS

BUILDING WRAP

FLR. JST.,REF. STRUCT. PLANS

SEALANT &BACKER ROD

*ONE HOUR SOFFIT SHALL BEPROVIDED AT THE FRAMED"BUMP OUT" PROJECTION ATTHE FRONT OF THE BLDG.

R-21 INSUL.

(2) LAYERS 5/8" TYPE XGYP. BD. PER ASSEMBLY

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FRONT OF THRESHOLD PAN

BUTYL SEALANT, MUST BE SEPEARATEDLINES OF SEALANT TO ALLOW FORMOISTURE TO DRAIN FROM THRESHOLD.

REAR LEG

PROFILE OF FLASHING FROM SILL PANVARIES BASED ON LOCATION

END DAM

WATE

R FLO

WWATE

R FLO

WWATE

R FLO

W

12 NO SCALESILL PAN WITH SEALANT

PRE-FINISHED LOW-PROFILE ROOFVENTILATOR WITH NONMECHANICAL/ VOLUNTARYMOVING BLADES. VENTILATOR TOHAVE INTEGRAL FLASHING FLANGE/NET FREE AIR FLOW PER ROOFPLANS

INSTALL VENTILATOR PERMANUFACTURER'S INSTRUCTIONS/OVERLAP /SEAL FLANGE WITHSHINGLES AT TOP

VENTILATOR FLANGE TO OVERLAPSHINGLES AT BOTTOM

PROVIDE CUT-OUT IN SHEATHINGFOR VENTILATION

11 NO SCALELOW PROFILE ROOF VENTILATOR

BUTYL SEALANT

SCHEDULED DOORSCHEDULED DOOR

SCHEDULED FINISH FLOORING

MANUFACTURER'S SILL OVERMETAL DOOR PAN, SET INSEALANT.

INSTALL PROTECTO WRAP BT20 XL BUILDING TAPEAT SILL OF ROUGH OPENING. DO NOT ATTACHLOWER EDGE - IT WILL LAP BUILDING PAPER.

1

INSTALL WINDOW WITH SILL FLANGE OVERPROTECTO WRAP BT20 XL BUILDING TAPE.

2

INSTALL PROTECTO WRAP BT20 XL BUILDINGTAPE OVER JAMB FLANGE OF WINDOW

INSTALL PROTECTO WRAP BT20 XL BUILDING TAPE ATSILL OF ROUGH OPENING. DO NOT ATTACHLOWER EDGE - IT WILL LAP BUILDING PAPER.

INSTALL TRIM AT HEAD OVER PROTECTO WRAP BT20BUILDING TAPE.

5

INSTALL METAL FLASHING WITH DRIP EDGE ABOVETRIM. RE: HEAD DETAILS NOTED ON THIS SHEET.

6

LAP PROTECTO WRAP BT20 XL BUILDING TAPEOVER BUILDING PAPER AT SILL. BUILDING PAPERSHALL LAP OVER PROTECTO WRAP BT20 XLBUILDING TAPE AT JAMBS AND METAL FLASHINGAT HEAD.

7

3

4

4

3

2

1

7

6

5

9 NOT TO SCALE NOTE: IN ORDER OF INSTALLATIONWATER PROTECTION INSTALLATION DETAIL

1 NOT TO SCALE THRESHOLD DETAIL

SCHEDULED DOOR

FRAME

SCHEDULED CASING

SHIM AS REQUIRED

MOULDING

SELF-ADHERED 20ML POYTETHENEAIR/VAPOUR BARRIER

HEADER RE: STRUCTURAL

BUILDING WRAP PER WALLASSEMBLY

METAL 'Z' FLASHING WITH ENDDAM INTEGRAL DRIP EDGE

SCHEDULED CASING

SCHEDULED DOOR

FRAME

SELF-ADHERED 20ML FLASHINGAIR/VAPOR BARRIER

BACKER ROD AND SEALENT

MOLDING

BUILDING WRAP AND BUILDINGPAPER PER WALL ASSEMBLY

ADHERED PER R703.12

2 NOT TO SCALE HEAD AT BRICK VENEER3 NOT TO SCALE

JAMB AT BRICK VENEER CLADDING

DECKWOOD NAILER, MUST EXTENDBEYOND METAL FLANGE INALL DIRECTIONS

WATERBLOCK

QUICK PRIME, WHEN USING FORM FLASHPREPARE THE SPLICE AREA w/ SPLICE WASH& SPLICE ADHESIVE.

SEAM EDGE TREATMENT

ANCHOR w/ FASTENER 4' O.C. MAX.,SEAL HEADS w/ G.P. SEALER

ISO 95+

SEAM EDGE TREATMENT3" MIN. 3" MIN.

WELDED METAL SLEEVE, ROUND ALLSHEET METAL FLANGE CORNERS

ANCHOR w/ FASTENER 4' O.C. MAX.,SEAL HEADS w/ G.P. SEALER

WATERBLOCK

QUICK PRIME, WHEN USING FORM FLASHPREPARE THE SPLICE AREA w/ SPLICE WASH& SPLICE ADHESIVE.

9" FLASHINGSEAM EDGE TREATMENT

RUBBERGUARD MEMBRANE

SEALANT

5 NO SCALETYPICAL WALL SCUPPER

3" MIN.

4 NO SCALE1-HR RATED WALL DETAIL

WALL: (UL U305)

NOTE: LOWER VENTS TO BE INSTALLED TO PREVENTSUCTION EFFECT. SEE ROOF PLAN FOR VENT LOCATIONS.

RUN FLASHINGDOWN 8" MIN.FROM TOP OFFOUNDATION

WALL

MASONRY

GRADE

FOUNDATION WALL

RIM JOIST

26 ga.FLASHING

10 NO SCALEPORCH FLASHING DETAIL

PORCH/PATIO

6 NO SCALETEMPERED GLASS RAILING DETAIL

36" MIN.

WALKING SURFACE

4" MAX.

TEMP. GLASS

ROOF DECK

12" GYPSUM BOARD AT CEILING

BITUMINOUS FLASHING AT HEADWALL(OVERLAPPED UNDER SADDLE AT EXTERIOR DOORS)

2X P.T. SLEEPERS RIPPED (1 12" MIN.) TO REVERSESLOPE OF ROOFING BELOW ON ROOF PROTECTIONFELT/DRAINAGE MAT ON.

DROP34" DECKING

FLOOR JOISTS (RE: STRUCTURAL DWGs),CRICKET TO SCUPPER

7 NO SCALEROOF DECK/BACLONY DETAIL

MEMBRANE ROOFING INSTALLED PERMFGR'S. SPECS, WRAPPED 12" (MIN) UP WALLSAND PARAPETS ON

RAILING INSTALLED PER MFGR'S SPECS./PARAPET SEE ELEVATIONS

METAL COPING CAP ON ADHEREDFLASHING LAPPED OVER BUILDING PAPER.

DOOR INSTALLED PER MFGR.'S SPECS w/HEADER RAISED TO ACCOUNT FOR ROOFING/SLEEPERS AND DECKING. RE: STRUCT. DWGs

INTERIOR

SELF-ADHERED 20ML FLASHINGAIR/VAPOR BARRIER

EXT. SHEATHINGRE: STRUCT. DWGs.

DOUBLE TOP-PLATE

EXT. STUD WALLPER PLAN.

ROOF SYSTEM IN ORDER OF INSTALLATION· 3

4" DECKING· 2x4 P.T. SLEEPERS @ 16" OC. SLOPED TO SCUPPER· CONTINUOUS ROOF CAP· ROOF COMPOSITION BASE FLASHING· ROOF SHEATHING RE: STRUCT. DWGS.· 2x4 OVER JOISTS SLOPED TO SCUPPER· ROOF JOIST PER STRUCT. DWGs.

14" / 1'

8 NO SCALE ROOF DECK DETAIL

R-49 INSULATION(CLOSED CELL FOAM)(UN-VENTED)

BRICK VENEER CLADDINGADHERED PER R703.12


GRACE ICE & WATER SHIELD (OR APPRVD. WATERRESISTANT BARRIER) TO BE INSTALLED AND SHALL LAPOVER EXTERIOR OF THE SCREED ATTACHMENTFLANGE OR FLASHING

BRICK VENEER CLADDING


16" HEADOR 16 GA. STAPLES NOTSPACED MORE THAN 6"


16" HEADOR 16 GA. STAPLES NOTSPACED MORE THAN 6"

SEE DETAIL 4/A4.0 FOR BASEAPPLICATION

EXT. WALL STUDPER PLAN

BUILDING PAPER

METAL SIDING, RE. ELEVS.

TO EXTER. FACE OF GYP. BD.

(1) LAYERS TYPE 'X' 5/8"

VERTICALLY EA. SIDE OF WALLGYP. BD. APPLIED


PROVIDE ONE LAYER 5/8" TYPE X GYPSUM WALL BOARDAPPLIED VERTICALLY TO EACH SIDE OF 2X WOODSTUDS, 16" O.C. WITH CEMENT COATED 1-7/8" LONG,.0915" SHANK DIA. AND 15/64" DIA. HEADS, NAILED AT7" OC. EXTEND 5/8" TYPE X GYP. TO UNDERSIDE OFROOF SHEATHING.

GA FILE NO.3605 UL U305

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AutoCAD SHX Text

SLOPE TO

AutoCAD SHX Text

SCUPPER

AutoCAD SHX Text

14"/1' MIN.

GENERAL NOTES:1. CONTRACTORS, PRIME AND SUB, SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO THE COMMENCEMENT OF THEIR WORK.2. THE INTENT OF THE DRAWINGS ARE NOT LIMITED TO THE EXPLICITNESS OF THE CONTRACT DOCUMENTS. REPRESENTATIVE AND TYPICAL DETAILS

ARE SHOWN TO ASSIST THE CONTRACTORS. THEY ARE NOT INTENDED TO ILLUSTRATE EVERY CONDITION.3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PREPARER OF THESE PLANS AND / OR ENGINEER(S) OF ANY CONDITIONS

OCCURRING IN THE FIELD WHICH ARE DIFFERENT FROM THOSE SHOWN IN THESE PLANS, OR OF ERRORS AND OMISSIONS IN THE PLANS, WHICHMAY AFFECT THE CONDITION AND COMPLETION OF THE PROJECT. FAILURE TO GIVE PROPER NOTIFICATION PRIOR TO MAKING ANY FIELDCHANGES SHALL VOID THE GUARANTEE OF THESE PLANS.

4. THE CONSTRUCTION DETAILS COMPILED IN THESE PLANS ARE IN COMPLIANCE TO THE REQUIREMENTS OF THE PREVAILING BUILDING CODES ANDLOCAL ORDINANCES.

5. INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND / OR MATERIAL TO BE PROVIDED TO THE INSPECTOR AT TIME OF INSPECTION ASREQUIRED.

6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATIONINSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED TO THE OWNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGAND DISTRIBUTING ALL CURRENT DRAWINGS TO ALL SUBCONTRACTORS AND VENDORS DURING THE DURATION OF THE PROJECT. THECONTRACTOR SHALL MAINTAIN ON SITE IN A CONVENIENT LOCATION, A COMPLETE SET OF THE SIGNED AND SEALED PERMIT DOCUMENTS,INCLUDING ALL THE LATEST REVISIONS, ADDENDUM, SHOP DRAWINGS, AND SUPPLEMENTAL INFORMATION AS MAY BE REQUIRED FOR PROPEREXECUTION OF THE PROJECT.

8. PRIOR TO THE SUBMISSION OF ANY BIDS THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY THE ARCHITECT'S DIMENSIONS, DETAILS,AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IMMEDIATELY. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THEATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.

9. OWNER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDING AND STARTOF CONSTRUCTION. THE OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TOORDERING AND INSTALLATION.

10. DIMENSIONS AS INDICATED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALING OF THE DRAWINGS. THE DIMENSIONS INDICATED ONTHE DRAWINGS ARE CALCULATED BY COMPUTER AND ROUNDED TO THE NEAREST INCH. THE LOCATION OF PARTITIONS TO THE CENTERS OFMULLIONS OR TO ALIGN WITH FINISHES SHALL TAKE PRECEDENCE OVER WRITTEN DIMENSIONS WHEN SO NOTED. DO NOT SCALE THE DRAWINGS!FIELD VERIFY ALL DIMENSIONS! ALL AREA CALCULATIONS ARE APPROXIMATE.

11. THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTSOF THE IRC, CURRENT LOCAL EDITION, NFPA-101, DENVER MUNICIPAL CODE FOR BUILDING CONSTRUCTION, AND ALL OTHER APPLICABLECODES AS GENERALLY DEPICTED IN THESE DRAWINGS.

12. THE CONTRACTOR AND ALL SUBCONTRACTORS AND ALL VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ANY AND ALLREQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

13. THE WORK SHALL BE LIMITED TO THE SCOPE REASONABLY INFERRED IN THE CONTRACT DOCUMENTS. NO ADDITIONAL WORK SHALL BE EXECUTEDWITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER AND ARCHITECT. ANY ADDITIONAL WORK DONE WITHOUT PRIOR WRITTEN APPROVALSHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.

14. SHOULD THE SCOPE OF WORK FOR ANY REASON NOT BE FULLY INDICATED ON THE CONTRACT DOCUMENTS, THE ARCHITECT SHOULD BECONTACTED IMMEDIATELY.

15. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THEGOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

16. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE, COORDINATING ALL SUBCONTRACTORS, SUPPLIERS, AND VENDORS.17. THE CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS BEING PERFORMED.18. THE CONTRACTOR SHALL COORDINATE ALL OWNER OR TENANT SUPPLIED ITEMS, AND INCORPORATE THE INSTALLATION INTO THE

CONSTRUCTION SCHEDULE, VERIFY THE SCOPE OF SUCH ITEMS PRIOR TO BID SUBMITTAL. APPLY AND/OR INSTALL ALL PRODUCTS AND MATERIALSACCORDING TO THE MANUFACTURER'S PUBLISHED INSTRUCTIONS.

19. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT, ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. ALL FIREPROOFINGMUST LIKEWISE BE FREE OF THE ABOVE DESCRIBED MATERIALS.

20. ALL INTERIOR FINISHES SHALL COMPLY W/ CURRENT IRC CODE FOR FLAME SPREAD RESTRICTIONS. ALL INTERIOR FINISHES TO BE SUPPLIED AND/ORAPPROVED BY CLIENT, U.O.N. ALL WALL SURFACES TO BE PAINTED SHALL BE AN ENAMEL INTERIOR WALL PAINT. TWO COAT APPLICATION(COLOR AS PER OWNER)

21. MAINTAIN FIRE RATING AT ALL PENETRATIONS OF RATED WALL ASSEMBLIES, IF ANY, I.E. MECHANICAL AND ELECTRICAL SERVICE RUNS.22. SEE FLOOR PLAN FOR DIMENSIONS FOR EXACT LOCATIONS OF WALLS, WINDOWS, DOORS, ETC. DO NOT SCALE DRAWINGS.23. ALL WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS.24. THE CONTRACTOR SHALL EXPEDITE THE DELIVERY OF LONG LEAD TIME ITEMS TO INSURE DELIVERY CONFORMING TO THE CONSTRUCTION

SCHEDULE. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL EQUIPMENT, FIXTURES, APPLIANCES, FURNISHINGS, ETC. UNLESS SPECIFICALLYNOTED OTHERWISE ON THE CONTRACT DOCUMENTS. MANUFACTURERS INSTALLATION INSTRUCTIONS AND SPECIFICATIONS SHALL BE STRICTLYADHERED TO, AND ARE CONSIDERED A PART OF THE CONTRACT DOCUMENTS.

25. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EQUIPMENT, MATERIALS AND COLORS.OWNER TO COORDINATE ALL MATERIAL AND FINISH SAMPLES WITH CONTRACTOR ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TOORDERING AND INSTALLATION.

26. THE CONTRACTOR WILL PATCH, REPAIR OR REPLACE EXISTING WORK DAMAGED BY NEW CONSTRUCTION.27. THE CONTRACTOR WILL PROVIDE THE NECESSARY TEMPORARY CLOSING OF ALL NEW OPENINGS IN WALLS OR ROOF AT END OF EACH DAY'S

WORK TO KEEP BUILDING WEATHER TIGHT AND SECURE.28. THE CONTRACTOR WILL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING WORK FURNISHINGS AND FIXTURES THAT ARE TO BE RETAINED, SO

THAT THEY WILL NOT BE DAMAGED.29. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION

OF THE PROJECT.30. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE

WORK, MATERIALS, FIXTURES, EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY G.C. DAMAGED BY AFAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK OR EQUIPMENT AT THE CONTRACTORSEXPENSE.

31. ALL WORK DONE BY THE CONTRACTOR, SUBCONTRACTORS, VENDORS, AND SPECIALTY CONTRACTORS SHALL EXERCISE DUE CARE AND SKILL INPERFORMING ALL WORK IN REGARDS TO THE PROJECT. ALL WORK SHALL BE DONE IN A NEAT WORKMANLIKE PROFESSIONAL MANNER AND INACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND RULES.

32. THE JOB SITE SHALL REMAIN FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDINGREGULATIONS.

33. EACH CONTRACTOR SHALL PROTECT THE WORK OF OTHER CONTRACTORS. ANY CONFLICTS ARE TO BE RESOLVED BETWEEN THE CONTRACTORSINVOLVED AND ANY WORK DAMAGED SHALL BE REPLACED BY THE CONTRACTOR CAUSING THE DAMAGE. THE ARCHITECT AND OWNER SHALLBE NOTIFIED OF SUCH CONFLICTS.

34. UPON COMPLETION OF THE PROJECT, ISSUANCE OF THE OCCUPANCY CERTIFICATE AND ACCEPTANCE BY THE OWNER, THE CONTRACTORSHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS AND WARRANTIES.

35. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A SET OF "AS BUILT" MARKED PLANS, IF REQUESTED,THE ELECTRICAL CONTRACTORS DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

36. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK, EQUIPMENT, FIXTURES, DOORS, WINDOW PROTECTION, HARDWARE, ETC. FORA PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AS EVIDENCE BY THE CERTIFICATE OF OCCUPANCY UNLESS OTHERWISE REQUIRED (5YR. MIN. FOR A/C COMPRESSORS-COORD. W/ OWNER).

37. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANYOTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.

38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY WORK THAT IS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE CORRECTION OF FAULTY WORKMANSHIP OR MATERIALS WITHIN THE WARRANTY PERIOD.THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE CORRECTION OF WORK THAT HAS BEEN ABUSED OR NEGLECTED BY THE OWNER OR HISREPRESENTATIVES.

WATER HEATER INSTALLATION NOTES (TANK):1. ELEVATED PLATFORM:

WATER HEATER, PILOTS, BURNERS, SWITCHES, HEATING ELEMENTS, ALSO ITEMS THAT GENERATE A GLOW, SPARK, OR ARE CAPABLE OF IGNITING VAPOR, ARE TO BE LOCATED AT LEAST 18" ABOVE THEFLOOR.

2. SEISMIC BRACING:FOR SEISMIC BRACING, THREE STRAPS ARE REQUIRED -- ONE WITHIN THE UPPER ONE-THIRD, MIDDLE, AND LOWER ONE-THIRD OF THE WATER HEATER. THE LOWER STRAP MUST BE AT LEAST 4" ABOVE THE CONTROLS.STRAPPING MUST BE A MINIMUM OF 1" WIDE AND 18-GAGE AND MUST WRAP COMPLETELY AROUND THE WATER HEATER, THEN RETURN TO THE WALL. ENDS OF STRAPS MUST BE SECURED TO A STUD WITH A MINIM1/4"x3" LAG BOLT WITH WASHER.

3. VENT TERMINATION:VENTS MUST EXTEND ABOVE THE ROOF SURFACE A MINIMUM OF 12" AND TERMINATE IN AN APPROVED VENT CAP. THE MINIMUM TOTAL HEIGHT OF THE VENTING SYSTEM IS 5'-0" FROM VENT COLLAR TOTERMINATION. TERMINATION MUST BE A MINIMUM OF 4'-0" FROM ANY OPENING INTO THE BUILDING.

4. TEMPERATURE & PRESSURE RELIEF VALVE & DRAIN LINE:WATER HEATER MUST BE EQUIPPED WITH A LISTED TEMPERATURE AND PRESSURE RELIEF VALVE AND DRAIN LINE. THE DRAIN LINE SHOULD BE EQUAL TO THE OUTLET SIZE, BUT IN NO CASE BE LESS THAN 3/4" COPPEROR GALVANIZED PIPE, AND MUST EXTEND FROM THE VALVE TO THE OUTSIDE OF THE BUILDING. THE END OF THE PIPE SHOULD NOT BE MORE THAN 24" OR LESS THAN 6" ABOVE THE GROUND AND POINTDOWNWARD.

ABBREVIATIONS:Ø = DIAMETERA. = AMPERESA.F.F. = ABOVE FINISHED FLOORAWN = AWNING WINDOWBBQ = BARBEQUEBLK = GLASS BLOCKBLK'G. = BLOCKINGBM. = BEAMCAB. = CABINETC.H. = CEILING HEIGHTCJ = CEILING JOISTCLG. = CEILINGCONC. = CONCRETECONT. = CONTINUOUSCSMT = CASEMENT WINDOW

CTS. = COATS (CLOSET)D = CLOTHES DRYERD/W = DISHWASHERDBL = DOUBLEDH = DOUBLE-HUNG WINDOWDWG. = DRAWING(E) = EXISTINGEA. = EACHEL. = ELEVATIONELEV. = ELEVATIONEXT. = EXTERIORF.D. = FLOOR DRAINFAU = FORCED AIR UNITFJ = FLOOR JOISTFLR'G. = FLOORINGF/P = FIREPLACE

FLR. = FLOORFRM'G. = FRAMINGFRZR = FREEZER (STAND-ALONEUNIT)FT. = FOOT/FEET (MEASUREMENT)FX = FIXED WINDOWFX/CSMT = FIXED/CASEMENTWINDOWFX/SL = FIXED/SLIDER WINDOWGA. = GAGEG.P.M. = GALLONS PER MINUTEGYP. = GYPSUMHPR = HOPPER WINDOWINT. = INTERIORJST. = JOISTLB. = POUND (WEIGHT)

LVL. = LEVELMAX. = MAXIMUMMFG = MANUFACTURERMIC = MICROWAVEMIN. = MINIMUMmm. = MILLIMETER(N) = NEWNO. = NUMBERo/ = OVERO.C. = ON-CENTERO.H. = OVERHANGOP. = OPENINGP.T. = PRESSURE-TREATEDP.T.D.F. = PRESSURE-TREATEDDOUG FIRP.U.E. = PUBLIC UTILITY EASEMENTPDR. = POWDER RESTROOM

PERIM. = PERIMETERPVMT. = PAVEMENTPL. = PLATE

(R) = REMODELEDR. = RADIUSR = STAIR RISER & S = ROD & SHELFREF. = REFERENCE, REFER TOREFR = REFRIGERATORS.P. = ARCH SPRING POINTSGD = SLIDING GLASS DOORSH = SINGLE HUNG WINDOWSH. = SHELF, SHELVINGSIM. = SIMILARSL = SLIDING WINDOWSPEC. = SPECIFICATIONSQ. = SQUARE

SQ. FT. = SQUARE FEETSTRUCT. = STRUCTURALT = STAIR TREADT.O.W. = TOP OF WALLT.O.F. = TOP OF FOUNDATIONTRSH = TRASH COMPACTORT.O.W. = TOP OF WALLTYP. = TYPICALV.I.F. = VERIFY IN FIELDV.T.R. = VENT THROUGH ROOFw/ = WITHW = CLOTHES WASHERW/D = WASHER/DRYER STACKEDUNITW.I.C. = WALK-IN CLOSETWH = WATER HEATERU.O.N. = UNLESS OTHERWISE NOTED

FRAMING NOTES:1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR GRADED NO. 2 AND BETTER, UNLESS NOTE OTHERWISE IN THE STRUCTURAL PLANS AND DETAILS.2. GENERAL NAILING SHALL COMPLY WITH THE TABLE AS LISTED IN THE PLANS.3. WHEN CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS ARE USED AS A WATER-RESISTANT BACKING FOR TILE OR WALL PANELS FOR TUBS, SHOWERS, OR WATER CLOSET COMPARTMENT WALLS, IT

SHALL BE INSTALLED TO A HEIGHT OF 72" ABOVE THE DRAIN INLET.4. ALL GLASS SLIDING DOORS, SHOWER ENCLOSURES, AND WINDOWS WITHIN 60 INCHES OF WET WALKING SURFACES SHALL BE TEMPERED.5. ANY WINDOWS AT STAIRWAYS, STAIRWAY LANDINGS, OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE

SHALL BE TEMPERED.6. ANY WINDOW WITHIN 2'-0" OF A DOOR SWING SHALL BE TEMPERED.7. THIS PLAN DOES NOT PROVIDE COMPLETE FLASHING AND WATERPROOFING DETAILS. THE PREPARER OF THESE PLANS AND/OR ENGINEER(S) DO NOT REPRESENT THEMSELVES TO BE EXPERTS IN THE FIELD OF

WATERPROOFING. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THE ROOFING/DECKING SUB-CONTRACTOR TO PROVIDE THE NECESSARY STANDARD OF CARE, WORKMANSHIP,& MATERIALS TO COMPLETE THE ROOF/DECK CONSTRUCTION WITH A WATER-TIGHT CONDITION. ROOF AND/OR DECK DRAINAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ONTOTHE EXTERIOR FINISH OF THE STRUCTURE.

ELECTRICAL NOTES:1. IN NEW CONSTRUCTION SMOKE AND/OR CARBON MONOXIDE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP AND

LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM. SMOKE ALARMS SHALL BE INTERCONNECTED SOTHAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.

2. ALL RECESSED LIGHTING TO BE SEALED AIR-TIGHT.3. WHERE SURFACE-MOUNTED INCANDESCENT FIXTURES ARE INSTALLED, REINFORCE ELECTRICAL BOXES TO ACCOMMODATE THE INSTALLATION OF A CEILING FAN.4. ALL 15- AND 20-AMPERE RECEPTACLE OUTLETS SHALL BE EQUIPPED WITH ARC-FAULT CIRCUIT INTERRUPTERS.5. EXHAUST FANS INSTALLED IN BATHROOMS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF 5 AIR CHANGES PER HOUR.6. A DEDICATED 20A. CIRCUIT SHALL BE INSTALLED TO SUPPLY THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC., WITH THE EXCEPTION BEING

WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED.

PLUMBING NOTES:1. SINK FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 2.2 G.P.M.2. WATER CLOSETS SHALL HAVE A MAXIMUM 1.28 GALLON/FLUSH.3. PRESSURE TEMPERATURE BALANCED VALVES AT ALL TUB / SHOWER COMBINATIONS TO BE SET AT A MAXIMUM 120 DEGREES FAHRENHEIT. WATER HEATER SHOULD NOT BE USED TO ADJUST THE TEMPERATURE

AT SHOWER VALVES.4. SHOWER HEADS TO HAVE A MAXIMUM FLOW OF 2.5 G.P.M.5. SHOWERS TO MAINTAIN A MINIMUM INTERIOR CLEARANCE OF 30" IN DIAMETER.6. ANTI-HAMMER DEVICES TO BE INSTALLED AT THE WASHING MACHINE AND AT THE DISHWASHING MACHINE.7. HOT WATER AND WATER USAGE SHALL COMPLY WITH LOCAL AND/OR STATE ENERGY-SAVING MEASURES.

MECHANICAL NOTES:1. HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A POINT OF 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS.2. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3'-0" FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (I.E. DRYERS, BATH AND UTILITY FANS, ETC. MUST BE 3'-0" AWAY

FROM DOORS, WINDOWS, SKYLIGHTS, AND ATTIC VENTS).

MACHINE NAILING NOTES:1. MACHINE NAILING IS SUBJECTED TO APPROVAL BY THE PROJECT STRUCTURAL ENGINEER. MACHINE NAILING IS SUBJECT TO DEMONSTRATION OF CONTINUOUS SATISFACTORY JOBSITE PERFORMANCE. IF NAIL

HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR MINIMUM EDGES DISTANCE ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.

ALL WINDOWS SHALL HAVE FALL PROTECTION, PER IRC R312.2.1 AND R312.2.2. ALL OPERABLE WINDOWS WEHRE THE SILL IS LESS THAN 24" ABOVE THE FINISHED FLOOR AND 72" ABOVE THEFINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR OF THE BUILDING, THE WINDOWS SHALL NOT HAVE OPENINGS THAT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGHTHE OPENING WHEN THE LARGEST OPENED POSITION. ALSO, THE WINDOWS SHALL COMPLY WITH ASTM F 2090 AND HAVE CONTROL DEVICES THAT COMPLY WIH SECT R312.2.2.

5. WINDOW NOTE:

WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED LESS THAN 36" ABOVE WALKING SURFACE AT STAIRS,LANDINGS, OR RAMPS. WHEN LOCATED AT BOTTOM OF STAIR WHEREGLAZING IS LOCATED LESS THAN 36" ABOVE LANDING & WITHIN 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM BOTTOM TREAD NOSING. WHEN A WINDOW MEETS ALL OF THEFOLLOWING REQUIREMENTS 1) WHEN EXPOSED AREA OF PAIN IS GREATER THAN 9 S.F., 2) BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE FLOOR, 3) TOP EDGE IS MORE THAN 36"ABOVE FLOOR, 4) ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY IN A STRAIGHT LINE. LOCATED WITHIN 24" OF EITHER SIDE OF A DOOR IN THE PLANE OFTHE DOOR IN THE CLOSED POSITION, LOCATED WITHIN 24" PERPENDICULAR OF A DOOR IN THE CLOSED POSITION ON THE SWING SIDE, OR LOCATED IN A WET LOCATION WHEN THEBOTTOM EDGE IS LESS THAN 60" ABOVE WALKING SURFACE.

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1. JOIST TO SILL OR GIRDER

CONNECTION FASTENING a,m LOCATION

3-8d COMMON (2-1/2"x0.131")3-3" x 0.131" NAILS3-3" 14 GAGE STAPLES

2. BRIDGING TO JOIST 2-8d COMMON (2-1/2"x0.131")2-3" x 0.131" NAILS2-3" 14 GAGE STAPLES

TOENAIL

TOENAIL EACH END

3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (2-1/2"x0.131") FACE NAIL

4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST 3-8d COMMON (2-1/2"x0.131") FACE NAIL

5. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3-1/2"x0.162") BLIND & FACE NAIL

6. SOLE PLATE TO JOIST OR BLOCKING 16d (3-1/2"x0.135") AT 16" O.C.3"x0.131" NAILS AT 8" O.C.3" 14 GAGE STAPLES AT 12" O.C.

TYPICAL FACE NAIL

3"-16d (3-1/2"x0.135") AT 16"4-3"x0.131" NAILS AT 16"4-3" 14 GAGE STAPLES PER 16"

BRACED WALLPANELS

SOLE PLATE TO JOIST OR BLOCKING AT BRACEDWALL PANEL

7. TOP PLATE TO STUD 2-16d COMMON (3-1/2"x0.162")END NAIL3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

8. STUD TO SOLE PLATE 4-8d COMMON (2-1/2"x0.131")TOENAIL4-3"x0.131" NAILS


2-16d COMMON (2-1/2"x0.162")END NAIL3-3"x0.131" NAILS


9. DOUBLE STUDS 16d (3-1/2"x0.135") AT 24" O.C.3-3" x 0.131" NAILS AT 8" O.C.2-3" 14 GAGE STAPLES AT 8" O.C.

FACE NAIL

10. DOUBLE TOP PLATES 16d (301/2"x0.135") AT 16" O.C.TYPICAL FACE NAIL3"x0.131" NAIL AT 12" O.C.

3" 14 GAGE STAPLE AT 12" O.C.

8-16d COMMON (3-1/2"x0.162")LAP SPLICE12-3"x0.131" NAILS


11. BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d COMMON (2-1/2"x0.131")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

TOENAILTOP PLATE

12. RIM JOIST TO TOP PLATE 8d (2-1/2"x0.131") AT 6" O.C.3"x0.131" NAIL AT 6" O.C.3" 13 GAGE STAPLE AT 6" O.C.

TOENAIL

13. TOP PLATES, LAPS, AND INTERSECTIONS 2-16d COMMON (3-1/2"x0.162")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

FACE NAIL

14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3-1/2"x0.162") 16" O.C. ALONGEDGE

15. CEILING JOISTS TO PLATE 3-8d COMMON (2-1/2"x0.131")5-3"x0.131" NAILS5-3" 14 GAGE STAPLES

TOENAIL

16. CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2"x0.131") TOENAIL

17. CEILING JOISTS, LAPS OVER PARTITIONS

CONNECTION FASTENING a,m LOCATION

3-16d COMMON (3-1/2"x0.162")MINIMUM, TABLE 2308.10.4.14-3"x0.131" NAILS

FACE NAIL(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)


18. CEILING JOISTS PARALLEL RAFTERS 3-16d COMMON (3-1/2"x0.162")TABLE 2308.10.4.14-3"x0.131" NAILS

FACE NAIL(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)


19. RAFTER TO PLATE 3-8d COMMON (2-1/2"x0.131")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

TOENAIL(SEE SECTION 2308.10.1, TABLE 2308.10.1)

20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2-8d COMMON (2-1/2"x0.131")2-3"x0.131" NAILS3-3" 14 GAGE STAPLES

FACE NAIL

21. 1"x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2"x0.131") FACE NAIL

22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2"x0.131") FACE NAIL

23. BUILT-UP CORNER STUDS 16d COMMON (3-1/2"x0.162")3"x0.131" NAILS3" 14 GAGE STAPLES

24" O.C.16" O.C.16" O.C.

24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL AT TOP &3"x0.131" NAIL AT 24" O.C.3" 14 GAGE STAPLE AT 24" O.C.

2-16d COMMON (2-1/2"x0.162")FACE NAIL AT ENDS3-3"x0.131" NAILS


BOTTOM STAGGEREDON OPPOSITE SIDES

& AT EACH PLATE

25. 2" PLANKS 16d COMMON (3-1/2"x0.162") AT EACH BEARING

26. COLLAR TIE TO RAFTER 3-10d COMMON (3"x0.148")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

27. JACK RAFTER TO HIP 3-10d COMMON (3"x0.148")TOENAIL4-3"x0.131" NAILS


2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS


28. ROOF RAFTER TO 2-BY RIDGE BEAMTOENAIL

2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS


2-16d COMMON (3-1/2"x0.162")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

29. JOIST TO BAND JOIST 3-16d COMMON (3"x0.162")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

30. LEDGER STRIP 3-16d COMMON (3"x0.162")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD 1/2" AND LESSSUBFLOOR, ROOF, AND WALL SHEATHING (TO

b

FRAMING)

6d c,1

2-3/8"x0.113" NAIL n

1-3/4" 16 GAGE o

1-3/4" 16 GAGE o

19/32" TO 3/4" 8d OR 6dd c

2-3/8"x0.113" NAIL p

2" 16 GAGE p

7/8" TO 1" 8dc

1-1/8" TO 1-1/4" 10d OR 8dd d

SINGLE FLOOR (COMBINATION SUBFLOOR- 3/4" AND LESSUNDERLAYMENT TO FRAMING)

6d e

8d7/8" TO 1" e

1-1/8" TO 1-1/4" 10d OR 8dd e

32. PANEL SIDING (TO FRAMING) 1/2" OR LESS 6d f

5/8" 8d f

33. FIBERBOARD SHEATHING 1/2"g NO. 11 GAGE ROOFING NAIL h

6d COMMON NAIL (2"x0.113")NO. 16 GAGE STAPLE i

NO. 11 GAGE ROOFING NAIL25/32" h

8d COMMON NAIL (2/1-2"x0.131")NO. 16 GAGE STAPLE i

34. INTERIOR PANELING 1/4" 4d j

3/8" 6d k

a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.b. NAILS SPACE AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT

SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TOBE COMMON, BOX, OR CASING.

c. COMMON OR DEFORMED SHANK (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").d. COMMON (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").

FOR SI: 1 INCH = 25.4 mm.

e. DEFORMED SHANK (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").f. CORROSION-RESISTANT SIDING (6d - 1-7/8"x0.106"; 8d - 2-3/8"x0.128")

OR CASING (6d - 2"x0.099"; 8d - 2-1/2"x0.113") NAIL.g. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,

WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ONCENTER AT INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS.

h. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH DIAMETER HEAD AND 1-1/2-INCH LENGTH FOR 1/2-INCHSHEATHING AND 1-3/4-INCH LENGTH FOR 25/32-INCH SHEATHING.

i. CORROSION-RESISTAN STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1-1/8-INCH LENGTH FOR 1/2-INCHSHEATHING AND 1-1/2-INCH LENGTH FOR 25/32-INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IFSTRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).

j. CASING (1-1/2"x0.080") OR FINISH (1-1/2"x0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES ATINTERMEDIATE SUPPORTS.

k. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES ATINTERMEDIATE SUPPORTS.

l. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2-1/2"x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURALPANELS.

m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16-INCH.n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE

SUPPORTS.o. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL

SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.

TABLE 2304.9.1 NAILING SCHEDULE

SECTION "CC"

COUNTER TOP

VARIESPER PLAN

FIN. FLR.

BASEPARTITION

BASE CAB.

BUILDING THERMAL ENVELOPE (TYP.)

AIR LEAKAGE CHECKLIST CHART

BARRIER AND THERMAL BARRIER ALIGNMENT

BARRIER

AIR BARRIER IN ALIGNMENT WITH THETHERMAL BARRIER (INSULATIION.)

ATTIC AIR SEALING TOP PLATES AND WALL-TO-CEILINGCONNECTIONS ARE SEALED.

ATTIC KNEEWALLS AIR BARRIER IS INSTALLED AT THEINSULATED BOUNDARY (KNEEWALLTRANSITION OR ROOF, AS APPROPRIATE)

DUCT SHAFT/ PIPING SHAFT AND PENETRATIONS OPENINGS FROM ATTIC TO CONDITIONEDSPACE ARE SEALED.

DROPPED CEILING/ SOFFIT AIR BARRIER IS FULLY ALIGNED WITHINSULATION; ALL GAPS ARE FULLY SEALED

STAIRCASE FRAMING AT EXTERIOR WALL/ ATTIC AIR BARRIER IS FULLY ALIGNED WITHINSULATION; ALL GAPS ARE FULLY SEALED

PORCH ROOF AIR BARRIER IS INSTALLED AT THE INTERSECTIONOF THE PORCH ROOF AND EXTERIOR WALL

FLUE OR CHIMNEY SHAFT OPENING AROUND FLUE IS CLOSED WITH FLASHING,AND ANY REMAINING GAPS ARE SEALED WITHFIRE-RATED CAULK OR SEALANT

ATTIC ACCESS/ PULL DOWN STAIR ATTIC ACCESS PANEL OR DROP-DOWN STAIR ISFULLY GASKETED FOR AN AIR-TIGHT FIT

RECESSED LIGHTING FIXTURES ARE PROVIDED WITH AIR-TIGHTASSEMBLY OR COVERING.

DUCTS ALL DUCTS SHOULD BE SEALED, ESPECIALLY INATTICS, VENTED CRAWLSPACES, AND RIM AREAS

WHOLE HOUSE FAN PENETRATION AT ATTIC AN INSULATED COVER IS PROVIDED THAT ISGASKETED OR SEALED TO THE OPENING FROMEITHER THE ATTIC SIDE OR CEILING SIDE OF THE FAN.

EXTERIOR WALLS SERVICE PENETRATIONS ARE SEALED AND AIRSEALING IS IN PLACE BEHIND OR AROUNDSHOWER/ TUB ENCLOSURES, ELECTRICAL BOXES,SWITCHES, AND OUTLETS ON EXTERIOR WALLS.

FIREPLACE WALL AIR SEALING IS COMPLETED IN FRAMED SHAFTBEHIND THE FIREPLACE OR AT FIREPLACE SURROUND

GARAGE / LIVING SPACE WALLS AIR SEALING IS COMPLETED BETWEEN GARAGE ANDLIVING SPACE. PASS-THROUGH DOOR IS WEATHERSTRIPPED.

CANTILEVERED FLOOR CANTILEVERED FLOORS ARE AIR SEALED ANDINSULATED AT PERIMETER OR JOIST TRANSITION.

RIM JOISTS, SEAL PLATE, FOUNDATION, RIM JOISTS ARE INSULATED AND INCLUDE ANAIR-BARRIER. JUNCTION OF FOUNDATION AND SILLPLATE IS SEALED. PENETRATIONS THROUGH THEBOTTOM PLATE ARE SEALED. ALL LEAKS ATFOUNDATIONS, FLOOR JOISTS, AND FLOORPENETRATIONSS ARE SEALED. EXXPOSED EARTH INCRAWLSPACE IS COVERED WITH CLASS 1 VAPORRETARDER OVERLAPPED AND TAPED AT SEAMS.

AND FLOOR

WINDOWS AND DOORS SPACE BETWEEN WINDOW/ DOOR JAMBS ANDFRAMING IS SEALED.

COMMON WALLS BETWEEN ATTACHED THE GAP BETWEEN A GYPSUM SHAFT WALL (I.E.COMMON WALL) AND THE STRUCTURAL FRAMINGBETWEEN UNITS IS SEALED.

DWELLING UNITS

1 1/4" = 1'INTERIOR KITCHEN ELEVATIONS

COUNT

FIRST FLOORSIZE

FIXED

NOTES30402

4

OPERATION

2-30202 2-4020

SECOND FLOORFIXED30404

2 60162 30502 3030

CASEMENT

2-40202

THIRD FLOOR4646

CASEMENT30502

CASEMENT

VIEW "AA"

1

FIXED

FIXED

46461 FIXED

COUNT

BASEMENT

SIZEDOUBLE HUNG

NOTES2-3040

WINDOW SCHEDULE

2

OPERATIONEGRESS WINDOW

CASEMENT

CASEMENTCASEMENT

1 4646 FIXED

EGRESS WINDOWFIXED30202CASEMENT30406


FIN. FLR.

FINISHEDCLG.

FINISHEDCLG.

FIN. FLR. VIEW "BB"C

C


CRAWL SPACE (320 SQ. FT.)PROVIDE MIN. (6) NEW 15" x 4" *VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE

(320 ÷150 = 2.13 SQ. FT. OF REQUIRED VENTILATION -- 5.52 SQ. FT. PROVIDED)

IF GROUND SURFACE IS COVERED BY CLASS 1 VAPOR RETARDER (R408.1):PROVIDE MIN (2) NEW 15"X4" VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE (320 ÷1500 = .213 SQ. FT. OF REQUIRED VENTILATION -- .84 SQ. FT. PROVIDED)

TEMPEREDTEMPERED

(2) TEMPERED

TEMPERED

TEMPERED

ABOVE GRADE WALL / R-21.0

FLOOR / R-30.0

CONDITIONED SPACE

ROOFDECK R-38.0

WINDOWS / U 0.32

DOORS / U 0.36

BASEMENTFLOOR / R-5.0

FOUND. WALL/ R-19.0

CEILINGS &ROOFS / R-49.0

NOTE: PROVIDE 1 VENT WITHIN 3' OF EACH CORNER OF BUILDING PER IRC SET. R408.1

PITCHED ROOF ATTIC SPACE (976 SQ. FT.) (976÷150 = 6.50 SQ. FT. OF REQUIRED VENTILATION



PROVIDE MIN. (4) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)= 3.56 SQ. FT. 3.25 SQ. FT. VENTILATION REQUIRED AT LOWER PORTION OF ROOF:

* NOTE: SEE FOR VENT DETAIL.A4.111

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BATH. 3

BEDROOM 4BATH. 3C

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UNIT 1384 UNIT 1382

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ELECTRICAL LEGEND

110V DUPLEX OUTLET

110V CELING OUTLET220V DEDICATED OUTLET

SURFACE-MOUNTED INCANDESCENT FIXTURE DISPOSAL

EXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATION

PENDANT LIGHT FIXTUREWALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING

C

GENERAL NOTES:

1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR SURFACE-MOUNT LIGHT

FIXTURES TO ACCOMMODATE FUTURE CEILING FAN INSTALLATION.3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCI PROTECTION ARE INSTALLED AT

COUNTER-HEIGHT, U.O.N.4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE INSTALLATION w/ OWNER.6. SEE SHT's. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

LIVING

ENTRY

KITC

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GFC

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GFCI

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2 1/4"=1'-0" FIRST FLOOR ELECTRICAL PLAN N

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GFCI

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WPWPWP

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REFER.PWR.

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S GFCI

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GFCI

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SS S S 3

S 3S S

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S

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REFER.PWR.

RANGEPWR.

1376 GARAGE

1374 GARAGE

UNIT 1384 UNIT 1382

FIRS

T FL

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L PL

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BASE

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Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

030818

N

EW 3

STO

RY D

UPLE

X

DEN

VER

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LORA

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N. Z

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1382

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AutoCAD SHX Text

NOTE: THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES AND GENERAL LIGHTING LOCATION. PLEASE REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR FINAL LIGHTING AND POWER LAYOUT.

AutoCAD SHX Text


1

2

3

4

5

dn

up dn M. BEDROOM

M. BATH

PWDRW/D

DECK

M. BEDROOM

M. BATH

PWDRW/D

DECK

up

1 1/4"=1'-0" SECOND FLOOR ELECTRICAL PLAN N

ORT

H

GFC

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GFC

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GFC

I

GFC

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GFC

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WP WP

C

S3S3

S3

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N T

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XTUR

E

S3

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SS

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WP

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S

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GFC

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GFC

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GFC

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GFC

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WP WP

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ED

N T

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S 3

S3 S3

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WP

S

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S

UNIT 1384 UNIT 1382

GFCI

S

WP

X

ELECTRICAL LEGEND

110V DUPLEX OUTLET

110V CELING OUTLET220V DEDICATED OUTLET

SURFACE-MOUNTED INCANDESCENT FIXTURE DISPOSAL

EXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SWITCH w/ TYPE DESIGNATION

PENDANT LIGHT FIXTUREWALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING

C

GENERAL NOTES:

1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR SURFACE-MOUNT LIGHT

FIXTURES TO ACCOMMODATE FUTURE CEILING FAN INSTALLATION.3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCI PROTECTION ARE INSTALLED AT

COUNTER-HEIGHT, U.O.N.4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE INSTALLATION w/ OWNER.6. SEE SHT's. A7 & A7.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

E IA1

1

2

3

4

J

5

B FD HC GA

dn

dn

BEDROOM 2

BEDROOM 3

BATH. 2

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BEDROOM 3

DEC

K

DEC

K

GFCI

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WP

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SS

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WP

WP

DN

TO

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URE

C

GFCI

WP

WP

S3S3

S3

S

SS

SSS

S

WP

WP

DN

TO

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URE

C

2 1/4"=1'-0" THIRD FLOOR ELECTRICAL PLAN N

ORT

H

UNIT 1384 UNIT 1382

THIR

D F

LOO

R EL

ECTR

ICA

L PL

AN

SEC

ON

D F

LOO

R EL

ECTR

ICA

L PL

AN

E1.1

CO

PYRI

GHT

201

8IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

030818

N

EW 3

STO

RY D

UPLE

X

DEN

VER

, CO

LORA

DO


N. Z

ENO

BIA

DUP

LEX

1382

-138

4 ZE

NO

BIA

STR

EET

AutoCAD SHX Text


AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text


J A1 E I A BC D FG H€¦ · 11 2" MIN. WALL HANDRAIL BRACKET 1-1/4" HANDRAIL 1-1/4" HANDRAIL. 36"...

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Transcript of J A1 E I A BC D FG H€¦ · 11 2" MIN. WALL HANDRAIL BRACKET 1-1/4" HANDRAIL 1-1/4" HANDRAIL. 36"...