garage (rowhouse building form)...1323 wolff unit #3 unit #4 unit #1 unit #2 north 1321 garage * *...

PROPERTY LINE 125.0'

PROPERTY LINE 125.0'

PRO

PERT

Y LI

NE

50.0

'

PRO

PERT

Y LI

NE

50.0

'

25'-11" FRONT SETBACK26'-21

2"

5'-0

"SI

DE

SETB

AC

K

5'-0

"SI

DE

SETB

AC

K

5'-4

"5'

-4"

8'-0"GARAGE

REARSETBACK

8'-2"

ELEV.(REF. SURVEY)

5348.46' ELEV.(REF. SURVEY)

5347.14'

ELEV.(REF. SURVEY)

5346.79'

2

ELEV.(REF. SURVEY)

5348.7'

4'-0

"4'

-0"

23'-3

1 2"22

'-81 2"

5'-0

"5'

-0"

1

1331 WOLFF STREETADJACENT NEIGHBOR

26'.1'

1305 WOLFF STREETADJACENT NEIGHBOR

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

NO

RTH

NOTE: FUEL GAS LINES WILL NOT PASS THROUGH TOWNHOUSE UNITS, IRC G2415.1.WATER SUPPLY LINES NOT ALLOWED TO PENETRATE UNIT DEMISING WALLS PER DENV. BLDG. DEPT.

FIRE SEPARATION REQUIREMENTS (IRC SECT. R302.1):PROJECTIONS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE NON-RATED.OPENINGS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE UNLIMITED ANDNON-RATED.

SITE LIGHTING NOTES:ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLICRIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENTGLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. LIGHTING STANDARDS FOR DISABILITYGLARE.

SITE LEGEND

PROPERTY BOUNDARY

SETBACK INDICATION

DOWNSPOUT

SPLASH BLOCKS (AT DOWNSPOUTS

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

(SLOPE TO DRAIN MIN. 2%)

SHALL DISCHARGE TO 24" SPLASH

6' CEDAR FENCE LOCATIONX

KEY NOTES: MAILBOX LOCATION

BIKE RACK LOCATION

A

B

ARCHITECT 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]

ZONING DESIGNATION ................... U-RH-3AMAXIMUM STORIES / BUILDING HT... 2-1/2 | 35'-0" (FRONT 65%) 2.5 stories/ 19'-0" (REAR 35%) 1 storyPRIMARY BASE PLANE ......................5348.0' (FRONT)/ 5348.5' (REAR)

SETBACKS ......................................... FRONT: 25'-11", BLOCK SENSITIVE

REAR: 10'-0" SIDES, INTERIOR: 5'-0"

UPPER STORY SETBACK.................... 15' FOR FLAT ROOF ABOVE 25' FOR SIDE STREET AND SIDE INTERIOR

REAR: 5'-0" (23' TOTAL CLEAR DEPTH PROVIDED AT GARAGE ENTRY-

GARAGE: (FOLLOW DETACHED GARAGE SETBACKS)

SIDES, INTERIOR: 0'-0"

GARAGE DOOR TO REAR OF ALLEY)

(FIRE REVIEW REQUIRES 3'-0" MIN.)

UPPER STORY STEPBACK.................. 10' FOR FLAT ROOF ABOVE 25' / PRIMARY STREET

NORTH WOLFFTOWNHOMES

NEW TWO AND 1/2 STORY FOUR UNIT RESIDENCES1317 thru 1323 NORTH WOLFF ST, DENVER, COLORADO

(ROWHOUSE BUILDING FORM)

DRAWING INDEXA0.0.......... SITE PLAN & PROJECT DATAA1.0.......... FIRST FLOOR PLANA1.1 ......... SECOND FLOOR PLANA1.2 ......... THIRD FLOOR PLANA1.3 ......... ROOF PLANA2.0 ......... EXTERIOR ELEVATIONS 1A2.1 ......... EXTERIOR ELEVATIONS 2A3.0 ......... BUILDING SECTIONSA3.1 ......... STAIR SECTION/DETAILSA4.0 ......... PROJECT DETAILS 1A4.1 ......... PROJECT DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 .......... FIRST FLOOR ELECTRICAL PLANE1.1 .......... SECOND FLOOR ELECTRICAL PLANE1.2 .......... THIRD FLOOR ELECTRICAL PLAN

STRUCTURAL DRAWINGSS-1 ........... CAISSON FOUNDATION PLANF-1 ........... MAIN FLOOR FRAMING PLANSF-2 ........... SECOND FLOOR FRAMING PLANSF-3 ............. THIRD FLOOR FRAMING PLANSF-4 ............. ROOF FRAMING PLANS

PARKING REQUIRED ....................... 1 SPACE PER UNIT REQD. (1 PER UNIT PROVIDED)

NO SCALE

VICINITY MAP2 N

ORT

H

LOCATIONPROJECT

3'-0"TOPL.

3'-0"TOPL.

1323-#101F.F. = 5,349.75

1317-#104F.F. = 5,349.75

1321-#102F.F. = 5,349.75

1319-#103F.F. = 5,349.75

FLOOR ABOVE

FLOOR ABOVE

4'-0" 19'-1"

19'-1"

6'-3

"

4'-0

"

AREA CALCULATIONS (SQ. FT.):

1317 -1323 WOLFF ST. UNITS(BUILDING GROSS AREA):FIRST FLOOR GROSS AREA .................................................. 3,224 SQ. FT.SECOND FLOOR GROSS AREA .......................................... 2,042 SQ. FT.HALF STORY GROSS AREA ............................................ 852 SQ. FT.TOTAL GROSS AREA ..................................................... 6,118 SQ. FT.

1317 WOLFF SPACE / GAR.

2nd FLR.

480/182

744/182480/182

592 230230212

1st FLR. COND.ADDRESS COND. SPACE

HALF STORYCOND. SPACE

1317-1323 WOLFF STREET UNITS (UNIT AREAS):

414592

744/182 212414

1319 WOLFF1321 WOLFF1323 WOLFF

GENERAL NOTES:1. SITE PLAN WAS GENERATED BASED ON A LAND SURVEY PLAT COMPLETED

BY ALTITUDE LAND CONSULTANTS LLC.2. ALL EXTERIOR FLATWORK AND STEPS TO GRADE SHALL BE VERIFIED IN

FIELD. SLOPE ALL CONC. PATIOS/PORCHES AWAY FROM HOUSE AT 1/4"PER FOOT.

3. BUILDING SEWER LINE SERVING THE EXISTING BUILDING TO BEDEMOLISHED OR MOVED MUST BE PROPERTY CUT OFF, AND FINALCUT-OFF INSPECTION APROVED BY PWDES PRIOR TO ISSUANCE OF ASEWER USE & DRAINAGE PERMIT FOR ANY NEW BUILDING.

SURVEYOR CERTIFICATION:I, KARL FRANKLIN, A REGISTERED LAND SURVEYOR IN THE STATEOF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY FOR THEVRAIN ROWHOME PROJECT WAS MADE UNDER MYSUPERVISION AND THE ACCOMPANYING PLAN ACCURATELYAND PROPERLY SHOWS SAID SURVEY.

ZONING & PROJECT INFORMATION:

PROPOSED USE ................................ MULTI-FAMILY RESIDENTIALBUILDING FORM ............................... ROWHOMES / UNSPRINKLEDOCCUPANCY GROUP .................... IRC TOWNHOMES

FIRE FLOW DATA BLOCK:TOTAL FIRE FLOW REQUIRED FOR THIS SITE IS 1,500 GPM MIN. @ 20 PSI RESIDENTIAL PRESSURE. THIS FLOW MUST BEPROVIDED FROM A MINIMUM OF 1 FIRE HYDRANT INDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1500 GPMMINIMUM @20 PSI RESIDENTIAL PRESSURE

ATTACHED 1 STORY GARAGES/ 1 CAR

LIMITS OF HALF STORY PORTION OF ROWHOMES

LIMITS OF 1 STORY PORTION

LIMITS OF 2 STORY PORTION OF ROWHOMES

OF ROWHOMES

1319 WOLFF1317 WOLFF

1321 WOLFF1323 WOLFF

UNIT #3UNIT #4

UNIT #1UNIT #2

NO

RTH

1321GARAGE

*

*

1317-1323 WOLFF ST.

ALL

EY

WO

LFF

STRE

ET

2 HR

.

2 HR.

2 HR

.2

HR.

ENTRANCE

ENTRANCE

ENTRANCE

C

3

B D

1

5

NOTE: APPROX. 5'-0" x 120'-0" AREA TO THE NORTH AND SOUTH OF THE PROPERTY TO BEINCORPORATED INTO A SHARED ACCESS AGREEMENT BETWEEN ALL FOUR UNITS. REFER TOFINAL SURVEY FOR THE NEW LEGAL DESCRIPTION AND EASEMENT BOUNDARYINFORMATION.

*

2 HR

.

2 HR.

PLOT BOUNDARY MAPNO SCALE

ENTRANCE

1323GARAGE

1317GARAGE

1319GARAGE

43'-812" 81'-31

2"

18'-10" 16'-812" 21'-8" 33'-41

2"

8'-2" 90'-7" 26'-3"

5'-4

1 4"39

'-31 2"

5'-4

1 4"

A

B

B

C

1321GARAGE

F.F. = 5,349.42

F.F. = 5,349.42

F.F. = 5,349.42

F.F. = 5,349.42

A B C D

1

1.2

2

3

3.2

CRAWLSPACE

ACCESS

CRAWLSPACE

ACCESS

1323GARAGE

1317GARAGE

1319GARAGE

PROJECT OWNER:DENVER DEVELOPMENT GROUP

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

KEITH GALLEGOS

[email protected]

2 HR.

2 HR.

2 HR.

1 HR.

1 HR.

1 HR

.1

HR.

10'-4"

4'-0"

6'-3

"

25.9'

3'-012"

3'-012"

4'-0"9'-10"

R19'-1012"

ALL UNITS SHALL BE PROVIDED WITH INDIVIDUAL UTILITIES SERVING EACHUNIT FROM THE EXTERIOR OF THE BUILDING.

NO UTILITY (WATER, GAS, ELECTRIC, ETC.) SHALL PASS THROUGH ACOMMON 2-HR FIRE RESISTANT RATED WALLS NOR THE COMMONFOUNDATION STEM WALL OR CRIPPLE WALL(IRC SECT. R302.2).

GAS LINES SHALL NOT RUN BELOW THE BUILDING AND SHALL SERVE EACHUNIT FROM A SEALED PENETRATION ABOVE GRADE ( IFGC SECT. 404).

UTILITY NOTES:

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

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.

CODE COMPLIANCE :THIS PROJECT SHALL COMPLY WITH THE 2015INTERNATIONAL RESIDENTIAL CODE, 2015, 2017 NATIONALELECTRICAL CODE, 2015 INTERNATIONAL ENERGYCONSERVATION CODE, AND 2016 DENVER BUILDINGCODE AMENDMENTS.

3

BUILDING SETBACK DISTANCES:

A 25'-11" FRONT SETBACK. 25'-11" DIST. FROM EXTERIOR FINISH 26'-3" DIST. FROM EXTER. FACE OF STUD & FOUND. WALL 23'-1" DIST. FROM ROOF OVERHANG (8' ENCROACHMENT / 18'-0" DIST. ALLOWED PER DZC)

B 5'-0" SIDE INTERIOR SETBACK 5'-0" DIST. FROM EXTERIOR FINISH 5'-4" DIST. FROM EXTER. FACE OF STUD & FOUND. WALL 2'-8" DIST. FROM ROOF OVERHANG (3' ENCROACHMENT / 2'-0" DIST. ALLOWED PER DZC)

C 5'-0" REAR / 0' SIDE SETBACK AT REAR 35% (DETACHED GARAGE) 8'-0" REAR DIST. FROM EXTERIOR FINISH 8'-2" REAR DIST. FROM EXTER. FACE OF STUD & FOUND. WALL 7'-2" REAR DIST. FROM ROOF OVERHANG (3' REAR ENCROACHMENT ALLOWED PER DZC)

CO

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330

DATE ISSUEPROJECT #

SHEET #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

101017

NO

RTH

WO

LFF

TOW

NHO

MES

NEW

TO

NW

HOM

ES13

23 N

. WO

LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O

01.17.18 PERMIT SUBMITTAL JK

03.06.18 REVISION 1 JW


3 05.17.18REVISION 3 JK

1

2

SITE

PLA

N

A0.0

PRO

JEC

T D

ATA

AutoCAD SHX Text

15' ALLEY

AutoCAD SHX Text

FRONT 65% OF LOT/ 3 STORIES & 35' MAX. BLDG. HEIGHT ALLOWED

AutoCAD SHX Text

REAR 35% OF LOT/ 1 STORY & 19' MAX. BLDG. HEIGHT ALLOWED (17' MAX. GARAGE HT.)

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

WOLFF STREET

AutoCAD SHX Text

60'-6" RIGHT OF WAY

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

SEE PLAN

1 1/4"=1'-0"FIRST LEVEL PLAN

A B C D

1

1.2

2

3

3.2

CRAWLSPACE

ACCESS

CRAWLSPACE

ACCESSLI

MIT

OF

12' H

IGH

CLG

GREAT RM.KITCHEN

DINING

ENTRY

PDR.

KITCHEN

DINING

GREAT RM.

PDR.

ENTRY

UP

UP UP

UP

CRAWLSPACE

ACCESS

CRAWLSPACE

ACCESS

KITCHEN

KITCHEN

DINING

DINING

GREAT RM.

GREAT RM.

ENTRY

ENTRY

3068

3080

8070 OH.

8070 OH.

8070 OH.

8070 OH.

2468

2868

2468

2-2068 3080

3080

2-2068

2468

2-2068

3080

2468

2668

3068

2868

3036 CSM 3020 FX 3020 FX

3056 CSM3056 CSM3020 FX3020 FX3036 CSM

3036 CSM 3020 FX3020 FX 3056 CSM3056 CSM

3020 FX 3020 FX

4050

FX

4050

FX

LIM

IT O

F 12

' HIG

H C

LG

2-2068

3036 CSM

2868

2868

2668

1 1

11

2

2

2

2

4

4

4

4

5

5

5

5

6

6

6

6

7

7

7

7

8 8

8 8

12

12

12

12

14

14

4F

4F

2F

1F

1F

1F

1F

2F

2F

2F

DASHED LINEINDICATES MECH. RM.WITHIN CRAWLSPACE


1323-#101

1317-#104

1321-#102



1319-#103

NO

RTH

#103GARAGE

#104GARAGE

#101GARAGE

#102GARAGE

A3.02

A3.02

A3.01

A3.01

[email protected]"15T@10"




AA A5.1

CC A5.1

BB

A5.1

DD

A5.1

C

A

A4.19

4"

4"

CA

NO

PY A

BOV

EC

AN

OPY

ABO

VE

A4.19

CA

NIO

PYA

BOV

EC

AN

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ABO

VE

A4.18

A4.17C A4.1

5 TYP.

A4.15

A4.18

A4.19B

A4.19B

DASHED LINE INDICATES FLOOR ABOVE

DASHED LINE INDICATES FLOOR ABOVE

A4.18

A4.18

A4.011

A4.011

A4.18B

A4.18B

B2

A

A

A

B

B

B

B

A4.17

A4.17

GAS F.P.

GAS F.P.

A4.012

A4.17

A4.17

A4.012

A4.012

17

1

17

1

1

1

1

4"

4"

TEMPEREDTEMPERED

TEMPEREDTEMPERED

1.1

3.1

EXTERIOR FINISH KEY NOTES:3-COAT STUCCO

6" HORIZONTAL LAP SIDING

VERTICAL BOARD & BATTEN SIDING

1

2

3

4

6

7

5

F

F

F

F

F

F

F

PARAPET FASCIA- PAINTED

STUCCO CONTROL JOINT 1aF

FRONT STOOP (8' FRONT ENCROACHMENT: 8aF

9F ASPHALT SHINGLE PITCHED ROOF

10F

11F

DOWNSPOUT

CANOPY (8' MAX. HORIZ. WIDTH / 3' FRONT AND SIDE ENCHROACHMENT: ZONING SECT. 5.3.7.4)

AWNING ( 5' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)

ROOF OVERHANG ( 3' FRONT, 3' SIDE AND 5' REAR ENCHROACHMENT: ZONING SECT. 5.3.7.4)

ZONING SECT. 5.3.7.4)

PRIMARY STREET PER ZONING SECT. 10.5.7.3 & 13.1.8ROOF TOP MECH. UNIT, FULLY SCREENED FROM

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.

INTERIOR RAILING, 36" HEIGHT.

VANITY.

ONE ROD, ONE SHELF.

TWO RODS, TWO SHELVES.

PEDESTAL SINK.

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

2

3

8

9

11

12

13

14

15

16

10

1

INTERIOR KEY NOTES:

INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

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.

A3.0 & A3.1.

60"x30" BATHTUB / SHOWER.

SHOWER.

SEPARATE WASHER/DRYER PER OWNER, PROVIDE DRAIN & PAN

RANGE w/ SELF-CLEANING OVEN, HOOD OVER.4

REFRIGERATOR w/ ICE-MAKER, PER OWNER.5

DOUBLE SINK w/ DISPOSAL.6

FINISHED END CABINETRY.7

17 DOOR TO BE 1-3/8" THICK OR 20 MIN. RATED w/ SELF CLOSER. PER R3025.1

ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR & AT ALL ACCESSIBLE SPACES.

18 DOOR TO ROOF DECK HEADER AT 7'-0" TO PROVIDE 4" STEP FOR SLEEPERS AND DECKING.

DOOR LABEL DESCRIPTION:

EXAMPLE: 6068 = 6 0 6 8

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

1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 9 A4.0)

2 HR. RATED DEMISING WALL ASSEMBLY (SEE DETAIL 7 &8, A4.1)

RATED WALL LEGEND:

PROPOSED PROPERTY LINE

NOTE: REFER TO COVERSHEET FOR BUILDING DIAGRAM OF RATED WALL LOCATIONS

WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36" HORIZONTALLY FROMWALKING SURFACE AT STAIRS, LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.

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

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 A4.2 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.9. SEE SHT. A5.0 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.

RATED ASSEMBLIES IRC SECT.R302.1 (1):

WALLS: WITHIN 5': 1 HR.OPENINGS:

DISTANCE TO PROPERTY LINE

WITHIN 3': NOT ALLOWED3' TO 5': 0 RATED/ 25% OPENINGS MAX5' MIN: 0 RATED/ UNLIMITED OPENINGS

PROJECTIONS: WITHIN 2': NOT ALLOWED>2' TO <5': 1 RATED TO UNDERSIDE> 5' MIN: 0 RATED -

-

18"x24" CRAWL SPACE ACCESS TO FURNACE AND WATER HEATER

KEY NOTES:

DOWNSPOUT LOCATION

A

B

UNIT 1317 &1323 ENTRY WALL OPENINGSWALL AREA: (24'-9 12" X 5'-0) = 123.6 SQ. FT.

DOOR AREA: (8'-0" X 3'-0) = 24.0 SQ. FT.WALL OPENING PERCENTAGE:24.0 SQ. FT. / 123.6 SQ. FT. = .194 (19.4%)

(25% MAX. ALLOWED PER R302.1(1))3080

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ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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101017

NO

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1

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A1.0

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

18":1' :1'

AutoCAD SHX Text

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AutoCAD SHX Text

18":1' :1'

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

18":1' :1'

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

18":1' :1'

A B C DC2B2

1

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3.2

1.1

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2-3020 FX3020 FX

2020

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3050

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20 F

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EGRESS3050 CSM 2-3020 FX

2-3020 FX3020 FXEGRESS

2016 FX2016 FX

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

UP

DN DN

UP

DN DN

UP UP

W/D

W/D

W D

W D

121.5

121.5

M. BEDROOMM. BATH

BATH 2

M. BEDROOMBEDROOM 2

BATH 2

3050 CSM

MA. BATH

WIC.

WIC.WIC.

M. BEDROOM

MA. BATH

BATH 2

WIC.BEDROOM 2

WIC.WIC.

M. BATHM. BEDROOM

BATH 2

EGRESS3050 CSM

2-3020 FX

2468

2468

2468

2468

2468

2468

24682468

2868

2468

2480

2468

2468

2480

2-2668

2468

24682-2668

2868

2468

2468

2-2668

2480

2-2668

1

1

1 1

2

2

2

28

8

88

9

9

10

10

11

11

11

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1313

13

13

13

13

14

14

14 1414

14 14 14

15

15

16

16

4F

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1F

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A3.02

A3.02

A3.01

A3.01

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[email protected]"15T@10" [email protected]"

15T@10"

3050

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EGRE

SS30

50 C

SMEG

RESS

3050

CSM

CA

NO

PY A

BOV

EC

AN

OPY

ABO

VE

A4.19

A4.19

A4.18

A4.15

TYP.

A4.18

A4.18

A4.05b

A4.05b

AREA OF ROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATED MATERIAL FOR MIN. OF4'-0" EITHER SIDE OF PARTY WALL

A4.011

A4.17A4.1

7

SLOPED ROOFBELOW

A4.012

A4.012

A4.012

A4.18B

A4.18B

1

1

1

1

1

1

1

EGRESS3050 CSM

1

1

(TEM

P)(T

EMP)

(TEM

P)

1

1

1

1

(TEMP)(TEMP)

1

1(TEMP)

(TEMP)





A4.011




1

2

3

4

6

7

5

F

F

F

F

F

F

F





10F

11F

DOWNSPOUT








VANITY.

ONE ROD, ONE SHELF.


PEDESTAL SINK.


2

3

8

9

11

12

13

14

15

16

10

1

INTERIOR KEY NOTES:



A3.0 & A3.1.


SHOWER.










EXAMPLE: 6068 = 6 0 6 8

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



RATED WALL LEGEND:





GENERAL NOTES:










-

CO

PYRI

GHT

201

8IF

THI

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ING

IS N

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PRIN

TED

ON

A 2

4"x3

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ARCHITECT'S STAMP

BYREV.

RC

HIT

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101017

NO

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ES13

23 N

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LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O


03.06.18 REVISION 1 JW1

SEC

ON

D F

LOO

R PL

AN

A1.1

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

A B C DC2B2

1

2

3.2

1.1

3.1

2.2

1.2

C3

2-3068 SLDR. 2-3068 SLDR.

2-3068 SLDR.2-3068 SLDR.

2868

2868

DN DN

DNDN

3030

CSM

3030

CSM30

30 C

SM30

30 C

SM

BEDROOM 3

BEDROOM 3

ROOF DECK ROOF DECK

ROOF DECK ROOF DECK

SLOPED ROOFBELOW BEDROOM 3

HALF STORY / 3RD LEVEL PLAN1/4" = 1'-0"

1

2468

2468

2 2

2 2

8 8

88

12

12

1F 1F

1F

1F 1F

1F

4F

4F

2F

NO

RTH

A3.02

A3.02

A3.01

A3.01

2630 CSM 2630 CSM

2630 CSM 2630 CSM

C

A

11F

11F11F

11F

A4.18

A4.18

A4.18

A4.18

A4.16

A4.17

A4.17

CA

NO

PY B

ELO

WC

AN

OPY

BEL

OW

A4.16

A4.16

2468 2468

2468

2868


2868

24682468

2468




2-20

682-

2068

2-20

682-

2068

A4.011

A4.011

11F

11F

11F 11F

18 18 18 18

18181818

TEMPERED TEMPERED

TEMPEREDTEMPERED

2 2

22




1

2

3

4

6

7

5

F

F

F

F

F

F

F





10F

11F

DOWNSPOUT








VANITY.

ONE ROD, ONE SHELF.


PEDESTAL SINK.


2

3

8

9

11

12

13

14

15

16

10

1

INTERIOR KEY NOTES:



A3.0 & A3.1.


SHOWER.










EXAMPLE: 6068 = 6 0 6 8

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



RATED WALL LEGEND:





GENERAL NOTES:










-

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

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DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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EE

101017

NO

RTH

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NEW

TO

NW

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ES13

23 N

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LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O




1

2

HALF

STO

RY F

LOO

R PL

AN

A1.2

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.

AutoCAD SHX Text

.25:12 MIN.

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.

AutoCAD SHX Text

.25:12 MIN.

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.

AutoCAD SHX Text

SLOPE DN.

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

SLOPE DN.

AutoCAD SHX Text

3'-8" PARAPET WALL RE: EXT. ELVS.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


A B C DC2B2

1

2

3.2

1.1

3.1

2.2

1.2

C3

LOW SLOPE ROOF .25:12 MIN. TO SCUPPER

0" OH.

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

ORT

HN

ORT

H

A3.02

A3.02

A3.01

A3.01

AREA OF ROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATED MATERIAL FOR MIN. OF4'-0" EITHER SIDE OF PARTY WALL

CA

NO

PY B

ELO

WC

AN

OPY

BEL

OW

0" O

H.0"

OH.




0" OH.



RATED WALL LEGEND:



GENERAL NOTES:










-

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

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x

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DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

101017

NO

RTH

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TOW

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NEW

TO

NW

HOM

ES13

23 N

. WO

LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O




1

2

ROO

F D

ECK

PLA

N

A1.3

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

ROOF DECK BELOW

AutoCAD SHX Text

ROOF DECK BELOW

AutoCAD SHX Text

ROOF DECK BELOW

AutoCAD SHX Text

ROOF DECK BELOW

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

2 HR. WALL TO EXTEND WITHIN ROOF TO UNDERSIDE OF ROOF SHEATHING AND TO THE EDGE OF ROOF OVERHANG

AutoCAD SHX Text

NO OVERHANG ALLOWED WITHIN UPPER LEVEL SETBACK

AutoCAD SHX Text

NO OVERHANG ALLOWED WITHIN UPPER LEVEL SETBACK

AutoCAD SHX Text

NO OVERHANG ALLOWED WITHIN UPPER LEVEL FRONT STEPBACK




1

2

3

4

6

7

5


STUCCO CONTROL JOINT 1a

FRONT STOOP (8' FRONT ENCROACHMENT: 8a

9 ASPHALT SHINGLE PITCHED ROOF

10

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.

11

DOWNSPOUT






2 NORTH (SIDE) ELEVATION

3080 FR

.2512

3080 FR

PRO

PERT

Y LI

NE

TOP OF PARAPET

3'-8

"

UPPER LEVEL SETBACK TO EXTER. FINISH

(15'-0" REQUIRED)

5'-4"

24'-9

1 2" T.O

. PA

RAPE

T (2

5'-0

" MA

X. W

ALL

HT.

)

3'-8

"

UPPER LEVEL SETBACK TO EXTER. FINISH

3030 CSM

4050 FX

1 EAST (FRONT) ELEVATION

3080 FR3080 FR

1

1

4

5'-4"TO FOUND/ WALL

PRO

PERT

Y LI

NE

UPPER LEVEL SETBACK TO EXTER. FINISH(15'-0" REQUIRED)

(22'

- 9 1

/2" A

FF)

4050 FX

FIRST FLR. PL. 9'-0"

FIRST FLR. 0'-0"

SECOND FLR. 10'-0 5/8"

T.O. ROOF/ THIRD STORY 19'-1 1/4"

SECOND FLR. PL. 18'-0 5/8"

30'-2

" (35

'-0" M

AX.

BLD

G. H

EIG

HT)

HALF STORY FLR. PL. 27'-1 1/4"

FRONT BASE PLANE -2'-0"TO FOUND/ WALL

8'-0

"8'

-0"

9'-0

"

T.O. ROOF 30'-3 1/2"ABOVE BASE PLANE

MAX. WALL HT.25'-0" ABOVE BASE PLANE

3050 CSMEGRESS

FIRST FLR. 0'-0"

3070 FR

3020 FX3020 FX3020 FX

9'-0

" (G

ARA

GE

PL. H

T.)

12'-5

" (T.

O. R

OO

F)

4

1

2

PRO

PERT

Y LI

NE

26'-3" (NTS)TO FOUND/ WALL

PRO

PERT

Y LI

NE8'-2"

TO FOUND/ WALL

8'-0

"8'

-0"

9'-0

"

4

( REAR 35% OF LOT)

4'-0"


FRONT BASE PLANE -2'-0"






BASE PLANE -1'-6"

(FRONT 65% OF LOT)

1

REAR

UNIT SEPARATION BEYOND,RE. FLOOR PLANS

NO ROOF O.H. WITHIN 2' EA.SIDE OF 2 HR. PARTY WALL, RE.ROOF PLAN

2-3068 SGD

3

9

1

(REA

R 35

% O

F PR

OPE

RTY)

14'-8

" (19

'-0" M

AX.

BLD

G. H

T)

5348.6'

5348.0'

5348'

3020 FX

5350.0'

5350.0'

2'-0

"

1'-3

"

7'-0

"

3030 CSM

15'-0"15'-0"


30'-2

" (35

'-0" M

AX.

BLD

G. H

EIG

HT)

7

7

77 2

7

1/4"=1'-0"

1/4"=1'-0"

2'-0"2'-0"

2020 FX2020 FX

3050 CSM 3050 CSMEGRESS

3050 CSM

HIGH CLG. BEYOND

3020 FX

3036 CSM

3056 CSM3056 CSM

3036 CSM

2-3020 FX 2030 CSM

3050 CSMEGRESS

2-3020 FX

2-3068 SGD 2630 CSM 2630 CSM

1'-0

1 2"

35'-0

"

3'-0"

NO ROOF O.H. BEYOND65% LOT DEPTH

10

6

5

NO OVERHANG WITHINUPPER LEVEL SETBACK (TYP.)

5

25'-0

"

UPPER LEVEL STEPBACKFLAT ROOFS ABOVE 25'-0"NO ROOF OVERHANGS

7

6

8'-0" 8'-0"

9

6

3

8

1'-0" 1'-0"

BB BB

CA

1212

1111

GAS METERGAS METER

2'-6

"

3'-6

"

2'-0"

11'-0"11'-0"

1

3050 CSMEGRESS

1

(TEMP)(TEMP)

A4.06

1

1

7'-0

" RO

OF

DEC

K D

OO

R HE

AD

ERS

7'-0

" RO

OF

DEC

KD

OO

R HE

AD

ERS

A4.09

A4.19

CO

PYRI

GHT

201

8IF

THI

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IS N

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TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

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TO S

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W. 2

9th

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CO

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x

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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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101017

NO

RTH

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LFF

TOW

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NEW

TO

NW

HOM

ES13

23 N

. WO

LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O




1

2

BUIL

DIN

G E

LEV

ATIO

NS

1

A2.0

2 SOUTH (SIDE) ELEVATION


FIRST FLR. 0'-0"




1 WEST REAR) ELEVATION

.2512


5350.0'

FRONT BASE PLANE -2'-0"5348.0'5'-4"

TO FOUND/ WALL5'-4"

TO FOUND/ WALL

8'-0

"8'

-0"

9'-0

"

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

T.O. ROOF 29'-9"

24'-9

1 2" T.O

. PA

RAPE

T (2

5'-0

" MA

X. W

ALL

HT.

)(2

2'- 9

1/2

" AFF

)

TOP OF PARAPETMAX. WALL HT.25'-0" ABOVE BASE PLANE

3'-8

"

8070 O.H. 8070 O.H.8070 O.H. 8070 O.H.

9'-0

" (G

AR.

PL.

HT.

)

(REA

R 35

% O

F PR

OPE

RTY)

19'-0

" MA

X. B

LDG

. HT/

17'

-0" M

AX.

GA

RAG

E HT

.

REAR BASE PLANE-1'-6"5348.5'

1

2

1.5 12

2

1

2

6020 FX 3030 CSM

2020 CSM

30'-2

" (35

'-0" M

AX.

BLD

G. H

EIG

HT)

7 7

1/4"=1'-0"

1/4"=1'-0"

2'-0"2'-0"

FIRST FLR.0'-0"

3070 FR

3020 FX 3020 FX 3020 FX

9'-0

" (G

ARA

GE

PL. H

T.)

12'-5

" (T.

O. R

OO

F)

4

1

4

2

PRO

PERT

Y LI

NE

26'-3" (NTS)TO FOUND/ WALL

PRO

PERT

Y LI

NE 8'-2"

TO FOUND/ WALL

8'-0

"8'

-0"

9'-0

"

10

( REAR 35% OF LOT)

4'-0"

HALF STORY FLR. PL.27'-1 1/4"

FRONT BASE PLANE-2'-0"


FIRST FLR. PL.9'-0"

SECOND FLR.10'-0 5/8"

T.O. ROOF/ THIRD STORY19'-1 1/4"

SECOND FLR. PL.18'-0 5/8"

BASE PLANE-1'-6"

(FRONT 65% OF LOT)

1

9

REAR

UNIT SEPARATION BEYOND,RE. FLOOR PLANS

NO ROOF O.H. WITHIN 2' EA.SIDE OF 2 HR. PARTY WALL, RE.ROOF PLAN3

9

1

(REA

R 35

% O

F PR

OPE

RTY)

14'-8

" (19

'-0" M

AX.

BLD

G. H

T)

5348.6'

5348'

3020 FX

5350.0'


30'-2

" (35

'-0" M

AX.

BLD

G. H

EIG

HT)

7

HIGH CLG. BEYOND

3020 FX

3036 CSM

3056 CSM 3056 CSM

3036 CSM

2-3020 FX 2030 CSM

3050 CSMEGRESS

2-3020 FX

2020 CSM

2-3068 SGD 2630 CSM 2630 CSM

3'-0"

NO ROOF O.H. BEYOND65% LOT DEPTH



15'-0"



15'-0"

2-3068 SGD

5 5

UPPER LEVEL STEPBACK10'-0"

FLAT ROOFS ABOVE 25'-0"

25'-0

"

NO ROOF OVERHANGS

6

3

1

8

BB B

CA

1111

LOCATIONOF ELEC.METERS GAS METER

BULK

PLANE /

45% BULK PLANE / 45%

2'-6

"

7

7

3050 CSMEGRESS

1

8'-0

" TYP

.

(TEMP) (TEMP)

1

7'-0

" RO

OF

DEC

K D

OO

R HE

AD

ERS

7'-0

" RO

OF

DEC

KD

OO

R HE

AD

ERS

4




1

2

3

4

6

7

5


STUCCO CONTROL JOINT 1a

FRONT STOOP (8' FRONT ENCROACHMENT: 8a

9 ASPHALT SHINGLE PITCHED ROOF

10

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.

11

DOWNSPOUT






CO

PYRI

GHT

201

8IF

THI

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RAW

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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

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fice

| 30

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x

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03.4

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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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EE

101017

NO

RTH

WO

LFF

TOW

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MES

NEW

TO

NW

HOM

ES13

23 N

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LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O




1

2

BUIL

DIN

G E

LEV

ATIO

NS

2

A2.1

8'-2"

BRASSFAUCETSPURISTK-T14415-3

MATERIALPRODUCTTRADENAMEMODELNUMBER

DINING/LIVING ENTRYGARAGE

BATH 2

ROOF DECKBEDROOM 2

FIRST FLR.0'-0"

FIRST FLR. PL.9'-1 1/8"


SECOND FLR. PL. 18'- 2 7/8"


9'-1

1 8"

1'-0

5 8"

8'-1

1 8"

1'-0

5 8"


8'-1

1 8"

30'-2

" (35

'-0" M

AX.

BLD

G. H

EIG

HT)


T.O. ROOF 30'-0 2"ABOVE BASE PLANE

5349.75'

5348.0'

1'-9

"

⅊ ⅊

26'-3"

25'-0

"


10'-712"

(10'-0" STEPBACK REQUIRED).25:12 SLOPE MIN.ROOFING SYSTEM

2x6 EXT. WALL w/ R-21INSUL, TYP.

FLR. JST. ,REF.STRUCT. PLANS

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

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

R-38 INSUL., SEE STRUCT. PLANS1.5:12 SLOPE ROOF W/


R-38 INSUL., SEE STRUCT. PLANSLOW SLOPE (.25:12)ROOF W/

FDTN.,REF. STRUCT. PLANS


FDTN.,REF. STRUCT. PLANSFDTN.,

REF. STRUCT. PLANS

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

FRONT 65% OF LOT/ 3 STORIES& 35' MAX. BLDG. HEIGHT ALLOWED

REAR 35% OF LOT/1 STORY & 19' MAX. BLDG. HEIGHT ALLOWED (17' MAX. GARAGE HT.)

43'-9" 81'-3"

⅊

5'-4" ENTRY

ROOF DECK

⅊

5'-4"ENTRY

ROOF DECK

R-38 INSUL., SEE STRUCT. PLANSLOW SLOPE (.25:12)ROOF W/


.25:12 SLOPE MIN.ROOFING SYSTEM

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

FLR. JST. ,REF.STRUCT.PLANS

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



FIRST FLR.0'-0"

FIRST FLR. PL.9'-1 1/8"


SECOND FLR. PL. 18'- 2 7/8"


9'-1

1 8"

1'-0

5 8"

8'-1

1 8"

1'-0

5 8"


8'-1

1 8"

30'-2

" (35

'-0" M

AX.

BLD

G. H

EIG

HT)



5349.75'

5348.0'

1'-9

"

25'-0

"


15'-1"(15'-0" SETBACK REQUIRED)

BUILDING SECTION 2SCALE 1/4" = 1'-0"2

AKITCHEN

BRASSFAUCETSPURISTK-T14415-3

LIVNG/DINING STOR.

BEDROOM 3STOR.

BATH 2 MA. BATH

PDR.

WIC.MA. BATH. MA. BATH.WIC.

PDR.

C

B B

A

2'-0"

2'-0"2'-0"

NOTE: ALL ATTIC SPACES ARE TO BE UNVENTED AND SHALL BE COMPLETELYCONTAINED WTIHIN BUILDING THERMAL ENVELOPE AND CONFORM TOR806.5. ALL ROOFS AS SHOWN WITH AIR-IMPERMEABLE (CLOSED CELLINSULATION), INSTALL CLASS II VAPOR RETARDER COATING TO UNDERSIDE OFINSULATION AND INSTALL TO UNDERSIDE OF STRUCTURAL ROOF SHEATHING.

VENTED CRAWL SPACES:PROVIDE 18" CLEAR TO UNDERSIDE OF FLOOR JOISTS WITHIN VENTED CRAWLSPACESWITH CLASS 1 VAPOR RETARDER ABOVE GROUND SURFACE PER IBC SECT. 408.1, REFERTO SHEET A5.1 FOR VENT CALCULATIONS

FLR. JST., w/ R-30 INSUL.REF. STRUCT. PLANS, PROVIDE 18"CLEAR TO UNDERSIDE OF FLOORJOISTS PER IRC 408.1

R-10 INSUL. AT FOUND. WALLS,EXTEND 24" DOWN FROM GRADE

FLR. JST., w/ R-30 INSUL.REF. STRUCT. PLANS, PROVIDE 18"CLEAR TO UNDERSIDE OF FLOORJOISTS PER IRC 408.1

R-10 INSUL. AT FOUND. WALLS,EXTEND 24" DOWN FROM GRADE

PROVIDE 1/2 " GYP. BD. ATALL ACCESSIBLE SPACESBELOW ALL STAIRS, TYP.

NOTE: PROVIDE 1/2 " GYP. BD.AT ALL ACCESSIBLE SPACESBELOW ALL STAIRS, TYP.

A4.19

A4.19

A4.18

A4.15

A4.13

A4.18

A4.04

A4.18

2 HR RATED DEMISINGWALL

2 HR RATED DEMISINGWALL

2x6 EXT. WALL w/ R-21INSUL, TYP.

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


2X6 EXT. WALLw/ R-21 INSUL, TYP.

2

STOR.

PROVIDE 1/2 " GYP. BD. ATALL ACCESSIBLE SPACESBELOW ALL STAIRS, TYP.

2

3

3

3

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.

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1

2

BUIL

DIN

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NS

A3.0

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

7'-2

" PRO

VID

ED

3'-0

"

7'-5

1 2" P

ROV

IDED

3'-0

"

WOOD STRINGER,TYP.

WOOD TREAD ANDRISER CLOSURE,TYP.


16R @ 7.6" FIELD

VERIFY

15T @ 10"

WOOD STRINGER,TYP.

15R @ 7.33"

FIELD

VERIFY

14T @ 10"

WOOD RAILING, TYP.

WOOD RAILING, TYP.

BA3.1

BA3.1

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

8'-5

" PRO

VID

ED

3'-0

"

12" GYP. BOARDAT ACCESSIBLE SPACESBELOW STAIRS, TYP.

WOOD STRINGER,TYP.



16R @ 7.6" FIELD VERIFY

15T @ 10"

WOOD STRINGER,TYP.

15R @ 7.33"

FIELD VERIFY

14T @ 10"

WOOD RAILING, TYP.

WOOD RAILING, TYP.

BA3.1

BA3.1

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

NOTE: MAY BE MIRRORED DEPENDING ON LOCATION

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

6'-1

0" P

ROV

IDED

16R @ 7.6"

FIELD

VERIFY

15T @ 10"

12" GYP. BOARDAT ACCESSIBLE SPACESBELOW STAIRS, TYP.

12" GYP. BOARDAT ACCESSIBLESPACES BELOWSTAIRS, TYP.

12" GYP. BOARDAT ACCESSIBLESPACES BELOWSTAIRS, TYP.

2X6 PT PLATE,ANCHORED TO FLOORSTRUCTURE 81

4" SIMPSON TAZ STAIRCASE ANGLE

WOOD TREADSTAIR SUPPORT STRINGER

11"

WOOD RAILINGBEYOND, ANCHORTO STRINGER

10"

2"

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

2"

12" PLYWOOD CLOSURE

GYP. BOARD

NOTE: TREAD NOSING TOCOMPLY WITH IRC R311.7.4.3,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

1

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A3.1

AutoCAD SHX Text

5

AutoCAD SHX Text

A4.1

AutoCAD SHX Text

5

AutoCAD SHX Text

A4.1

AutoCAD SHX Text

9'-1 "18"

AutoCAD SHX Text

1'- 0 "58"

AutoCAD SHX Text

8'- 1 "58"

AutoCAD SHX Text

1'- 0 "58"

AutoCAD SHX Text

8'- 1 "58"

AutoCAD SHX Text

STAIRWAY REQUIREMENTS: WIDTH: STAIRWAYS SHALL NOT BE LESS THAN 30 INCHES ('314 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 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 INCHES (l8l MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 2l INCI-IES ( 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 1/8 OF AN INCH. THE MINIMUM TREAD DEPTH SI-IALL 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 SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 30 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 INCHIES 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.

4 NO SCALEHIGH PARAPET WALL DETAIL

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 DAMW

ATER F

LOWWATE

R FLO

WWATE

R FLO

W

10 NO SCALESILL PAN WITH SEALANT

PRE-FINISHED LOW-PROFILE ROOFVENTILATOR WITH INTEGRALFLASHING FLANGE/ NET FREE AIRFLOW PER ROOF PLANS

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

VENTILATOR FLANGE TO OVERLAPSHINGLES AT BOTTOM

PROVIDE CUT-OUT IN SHEATHINGFOR VENTILATION

7 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

3 1/2"

ROOF LVL. 21'-1 1/4"

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

12"

PREFINISHED METAL PARAPETCAP OVER M.L. TOP PLATE (SEESTRUCT. DWG'S FOR ALL TOPPLATES), FRAME EXTENDEDPARAPET 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')

7/8" STUCCO (3-COAT)

2x P.T.D.F. SILL

SPAN-RATED SHEATHING

HARDIE SIDING

STUCCO SIDING

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

STRUCT. PLANS

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

BRICK VENEER

2 NOT TO SCALE HEAD AT STONE VENEER3 NOT TO SCALE

JAMB AT STONE VENEER

PRIVACY WALL, MIN. 42" HEIGHT FROMTOP OF ROOF

3'-0

" MIN

.

(TO

P O

F RO

OF

FIN

ISH

/ D

ECK)

PROVIDE ONE LAYER 5/8" TYPEX GYPSUM WALLBOARD APPLIEDAT RIGHT ANGLES TO EA. SIDEOF 2X WOOD STUDS, 16" O.C.WITH 2-1/4" TYPE S OR W/DRYWALL SCREWS 12" O.C.

GA FILE NO. WP 3644

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

5 NO SCALEROOF EAVE AT HALF STORY

CLG. JOIST, REF.STRUCT. PLANS

EXT. STUD WALLDBL. TOP PLATE

121/4MIN.

ROOFSEE ELEVS.

CONTIN. ROOF CAPOVER ROOF COMPOSITION

BASE FLASHING

SHEATHING, REF. STRUCT. PLANSBUILT-UP ROOF OVER ROOF




EXT. GRADE SPAN-RATED SHEATHING

1'-2"10"

4"

NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TOUNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFINGMATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PERIRC SECT. R806.4.5.2.

DECK

WOOD NAILER, MUST EXTENDBEYOND METAL FLANGE INALL DIRECTIONS

WATERBLOCK

QUICK PRIME, WHEN USING FORMFLASH PREPAR 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

6 NO SCALETYPICAL WALL SCUPPER

3" MIN.

COPING, REFER TO MANU. INSTRUCTIONSFOR COMPLETE INSTALLATIONCOPING ANCHOR CLIPANCHOR CLIP FASTENERS

RUBBER GUARD MEMBRANEBONDING ADHESIVEWOOD NAILERNAIL 12" O.C. MAX.

8 NO SCALETYPICAL PARAPET CAP

EXT. WALL STUDPER PLAN

BUILDING PAPER

EXTER. SIDING, RE. ELEVS.


11 NO SCALE1-HR RATED WALL DETAIL

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

VERTICALLY EA. SIDE OF WALL

WALL: (UL U305)

GYP. BD. APPLIED

5b

PERROOFPLAN

PLYWOOD REF. STRUCT. PLANS

4" GUTTER

EXT. WALL STUD

TOP PLATE

ROOF FRAMING

BAFFLE BOARD

1x FASCIA

PER PLAN

REF. STRUCT. PLANS


BUILDING PAPER



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

*NOTE: NO OPENINGSALLOWED INPROTECTED EAVE.

NO SCALEEAVE DETAIL - 1-HOUR RATED

BUILT-UP ROOF

NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.

INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TO

UNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFING

MATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PER

IRC SECT. R806.4.5.2.

(GA RC-2602)

(2 LAYERS GRADE 'D')

12 NO SCALE 2-HOUR RATED WALL ASSEMBLY

PROVIDE TWO LAYERS 5/8" TYPE X GYPSUMWALLBOARD APPLIED AT RIGHT ANGLES TO EA. SIDE OF2X WOOD STUDS, 16" O.C. WITH 2-1/4" TYPE S OR W/DRYWALL SCREWS 12" O.C.

GA FILE NO. UL U301

R-19 INSULATION AT GARAGE INTERIORWALL LOCATIONS

(APPLY GYP. BD. OVER OSB AT ALLSHEAR WALLS)2HR.

2 LAYERS 5/8" TYPE X GYP. WALL BD. EA.SIDE OF 2x4 STUDS, 16" O.C.

EXTEND ALL LAYERS 5 /8" TYPE X GYP. TOUNDERSIDE OF ROOF SHEATHINGROOF SHEATHING: APROVEDFIRE-RETARDENT-TREATED MATERIAL FOR MIN.OF 4'-0" EITHER SIDE OF PARTY WALL

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ARCHITECT'S STAMP

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PRO

JEC

T D

ETA

ILS

1

A4.0

112" MIN.

WALL

HANDRAIL BRACKET

1-1/4" HANDRAIL

1-1/4"HANDRAIL

36"

5 NO SCALEHANDRAIL DETAIL

2 NO SCALEFLASHING DETAIL1 NO SCALE

BASE WALL APPLICATION 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 ACCESS ROOF:MIN. CLASS 'C' BUILT-UP ROOFING OVER

ROOF SHEATHING PER STRUCTURALENGINEERING OVER ROOF JOISTS w/ MIN.

R-38 INSUL., 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.

PARCEL LINEBETWEEN UNITS - NO ROOFPENETRATIONS WITHIN 5 FEET


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

DOUBLE TOP PLATE FORROOF WALLS ASREQUIRED FOR 10'-0"O.C. VERTICAL CLIPATTACHMENT, TYP.

10 1/2"

3/4" 3/4"1" 1"

DOUBLE TOP PLATE, TYP.

TYPICAL THIRD FLOORROOF FRAMING, 3/4"

T&G PLYWOOD OROSB OVER 12" WEB

JOISTS, REF. STRUCT.PLANS

SILL PLATE FOR ROOFWALL AS REQ'd. FOR10'-0" O.C. VERTICAL CLIPATTACHMENT, TYP.


6 NO SCALE UL DESIGN #U366, #U373, OR #U375 (AT ROOFTOP)

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

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

30 LB. FELT PAPERCOMP. SHINGLE ROOFING OR METAL ROOF, SEE SHT. A1.4 (MIN. CLASS 'C' RATING)

ROOFTOP

WOOD SHIM

PREFINISHED METAL PARAPETCAP FLASHING OVER M.L. TOPPLATE (SEE STRUCT. DWG'S FORALL TOP PLATES), FRAMEEXTENDED PARAPET PROFILE w/2x P.T.D.F., SLOPE 1/4": FOOT MIN.

4"

16"

2" 2"

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

DEMISING END-WALL

FIRE DEMISINGWALL TOEXTEND TOINSIDE OFSHEATHINGAT ALLEND-WALLCONDITIONS.

8'-4

"(3

0" M

IN. P

ERIR

C 3

02.2

.2.1

.)

1" TYPE 'X'GYP. PANEL

1" TYPE 'X'GYP. PANEL

INTERIORINTERIOR

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

8 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

RUN

FLA

SHIN

GD

OW

N 8

" MIN

.FR

OM

TO

P O

FFO

UND

ATIO

NW

ALL

MASONRY

GRADE

FOUNDATION WALL

FLR'G.P.T.D.F.

SILL PLATERIM JOIST

PORCH/PATIO

26 ga. FLASHING

8b NO SCALE GARAGE TO UNIT LOCATION

CONCRETE SLAB TO WALL

PARTY WALL ASSEMBLY AT

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

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


EXT. WALL STUD



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

2x P.T.D.F. RIM JOIST, SEE STRUCT. DWGS.


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

PER PLAN

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

EXTEND 2 HR. SEPARATION (2LAYERS OF SHAFTLINER) TOUNDERSIDE OF ROOF.

DBL. TOP PLATE (TYP.)


UNIT

ROOF: MIN. CLASS 'C' BUILT-UPROOFING OVER ROOF SHEATHING PERSTRUCTURAL ENGINEERING OVER ROOFJOISTS w/ MIN. R-38 INSUL., TYP.INTERIOR SURFACE OF 1/2" GYP.BOARD.

TYPICAL ROOF FRAMING, REF. STRUCT.PLANS

PARCEL LINE BETWEEN UNITS -NO ROOF PENETRATIONSWITHIN 5 FEET

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

GARAGE

RE. DTL. 8/ A4.1RE. DTL. 8/ A4.1

9 NO SCALE METAL CANOPY DETAIL

NOTE: REFER TO STRUCT. DWG'S.FOR FOUNDATION AND FOOTINGDETAILS

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: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.

INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TO

UNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFING

MATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PER

IRC SECT. R806.4.5.2.

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".

HORIZ. SIDING ORSTUCCO w/

GRADE 'D' BUILDINGPAPER

BUILDING PAPER (2LAYERS GRADE 'D')

INTERSECTION AT DEMISING WALLS

FIRE DEMISINGWALL TO FULLYEXTEND TOINTERSECTIONOF THE FOURINTERIOREND-WALLCONDITIONS.

1" TYPE 'X' GYP. PANELINTERIORINTERIOR

INTERIORINTERIOR

1" T

YPE

'X'

GYP

. PA

NEL

7C

(PROVIDE 12" GYP. BD. AT SINGLE STUD WALLSSEPARATING GARAGE TO RESPECTIVE UNITS,FROM FLOOR TO UNDERSIDE OF ROOFSHEATHING)

1 HR. REQUIREDPER IBC SECT. 709

1 HR. REQUIREDPER IBC SECT. 709

2-HOUR PARTY WALL ASSEMBLY1 HR. REQUIREDPER IBC SECT. 709

2-HOUR PARTY WALLASSEMBLY

18"

18"

EXTERIOR WALL

BLOCKING AS REQUIRED

ROD AND CLEVIS,RE: STRUCT.

112"X3" TUBE STEEL

FRAME, RE: STRUCT.14" METAL PANELSTOP AND BOTTOM

FRAME 12" OFFSETFROM EDGE OFMETAL PANELS@ EXPOSED EDGE

HATCH INDICATES T.O. FOUNDATION/ BTM. OF FRAME WALL 12"BELOW INTERSECTING WALLS. DBL LAYER 1" TYPE "X" GYP. BD.ALONG GRID LINE 3 TO STEP ABOVE INTERSECTINGFOUNDATION WALL OF GRID B - TO EXTEND TO PERPENDICULARLAYERS TYPE "X" GP. BD. PANELS

B

33

B

4" O.C. MAX.

34"-36"

MAX. 7.75", MIN. 4"

MIN. 10"

FILLET CURVATURETO BE NO GREATERTHAN 9/16", BEVELING

NOSING NOT LESS THAN 3/4",NO GREATER THAN 1-1/4"

NOT TO EXCEED 1/2"

LESS THAN 4"

3 NO SCALESTAIR DETAIL

TO UNDERSIDE OF 2X8 FRAMING(NO OPENINGS ALLOWED)

*NOTE: NO OPENINGS ALLOWED IN PROTECTED EAVE.

9b 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 WITHIN AND EDGE OF CANOPY ASSEMBLY TO PROVIDE UNIT SEPARATION

EXTERIOR INTERIOR

CENTER CANOPY (UNITS 1317 & 1323 ENTRIES):

(2) LAYERS TYPE 'X' GYP BD.

4

WROUGHT-IRONRAILING, T.O. RAILING 36"MIN. HIGH ABOVE DECKING

DECK JST.FOR DECK, REF.STRUCT. PLANS

BOLT RAILING TO JOISTS W/BOLTS, ATTACHMENT TOCOMPLY WITH IRC R301.5, RE.STRUCT. DWGS.

BLOCKING AS REQUIRED

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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 WINDOWCTS. = COATS (CLOSET)D = CLOTHES DRYERD/W = DISHWASHERDBL = DOUBLEDH = DOUBLE-HUNG WINDOWDWG. = DRAWING(E) = EXISTINGEA. = EACHEL. = ELEVATIONELEV. = ELEVATIONEXT. = EXTERIORF.D. = FLOOR DRAIN

FAU = FORCED AIR UNITFJ = FLOOR JOISTFLR'G. = FLOORINGF/P = FIREPLACEFLR. = FLOORFRM'G. = FRAMINGFRZR = FREEZER (STAND-ALONE UNIT)FT. = FOOT/FEET (MEASUREMENT)FX = FIXED WINDOWFX/CSMT = FIXED/CASEMENT WINDOWFX/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-CENTER

O.H. = OVERHANGOP. = OPENINGP.T. = PRESSURE-TREATEDP.T.D.F. = PRESSURE-TREATED DOUG FIRP.U.E. = PUBLIC UTILITY EASEMENTPDR. = POWDER RESTROOMPERIM. = 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. = SQUARESQ. FT. = SQUARE FEETSTRUCT. = STRUCTURALT = STAIR TREADT.O.W. = TOP OF WALLT.O.F. = TOP OF FOUNDATION

TRSH = TRASH COMPACTORT.O.W. = TOP OF WALLTYP. = TYPICALV.I.F. = VERIFY IN FIELDV.T.R. = VENT THROUGH ROOFw/ = WITHW = CLOTHES WASHERW/D = WASHER/DRYER STACKED UNITW.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.

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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 "EE"

COUNTER TOP

VARIESPER PLAN

FIN. FLR.

BASEPARTITION

BASE CAB.

BUILDING THERMAL ENVELOPE (TYP.)

ATTIC

CONDITIONED SPACE

ABOVE GRADE WALL / R-21.0

FLOOR / R-30.0

CEILINGS &ROOFS / R-38.0

WINDOWS / U 0.32

DOORS / U 0.36

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

K-118-4ANTIQUEFAUCETSBRASS

FIN. FLR.

FINISHEDCLG.

VENTILATION CALCULATIONS:

CRAWL SPACE (2,483 SQ. FT.)PROVIDE MIN. (40) NEW 15" x 4" *VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE

(2,483 ÷150 = 16.56 SQ. FT. OF REQUIRED VENTILATION -- 16.8 SQ. FT. PROVIDED)

IF GROUND SURFACE IS COVERED BY CLASS 1 VAPOR RETARDER (R408.1):PROVIDE MIN (4) NEW 15"X4" VENTS (.42 SQ. FT. EA.) AT NEW CRAWL SPACE (2,483 ÷1500 = 1.66 SQ. FT. OF REQUIRED VENTILATION -- 1.68 SQ. FT. PROVIDED)

FINISHEDCLG.

ISLANDFIN. FLR.E

E

VIEW "AA"

K-118-4ANTIQUEFAUCETSBRASS

FINISHEDCLG.

ISLAND FIN. FLR.

VIEW "BB"FIN. FLR.

FINISHEDCLG.

ISLAND

VIEW "CC"

VIEW "DD"

COUNT

FIRST FLOORSIZE

CASEMENT

NOTES3036

WINDOW SCHEDULE

4FIXED30208

4

OPERATION

30562 4050 FIXED

SECOND FLOORFIXED20162

2 20208 3050 CASEMENT

2-30204

HALF STORY263030304

CASEMENT

EGRESS WINDOW

4

FIXED

CASEMENT

FIXED

CASEMENT

FOUND. WALL/ R-10.0

30202 FIXED

2

1

TEMPERED

WINDOWS / U 0.32

JOIST/ TRUSS OVEROUTSIDE AIR / R-30.0

CEILINGS &ROOFS / R-38.0

3

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CRAWLSPACE

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CRAWLSPACE

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GREAT RM.KITCHEN

DINING

ENTRY

PDR.

KITCHEN

DINING

GREAT RM.

PDR.

ENTRY

KITCHEN

KITCHEN

DINING

DINING

GREAT RM.

GREAT RM.

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GFCI

GFCIGFCI

GFCI

GFC

I

GFC

I

GFC

I

GFC

I

REFER.PWR.

RANGEPWR.

DWPWR.

RANGEPWR.

DWPWR.

REFER.PWR.

C

C

C

C

REFER.PWR.

RANGEPWR.

DWPWR.

RANGEPWR.

DWPWR.

REFER.PWR.

GFC

I

GFC

I

GFC

I

GFC

I

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

WP

WP

GFC

IG

FCI

WP

WP

SSWP

WP

WP

WP

SS

SSSS

WP

WP

WP

WP

SS

S

SSS

S

SS3

UP TOFIXTURE

S

S

SS

SS

SSS

S3

UP TOFIXTURE

S

SS

3

SS

SS

SS

SSS

S3

S

SS S

UP TOFIXTURE

UP TOFIXTURE

S

S

FURN.

G.W.H.

UNIT 101:FURNACE ANDGAS WATERHEATER WITHINMECH. RM.UNDER FLOOR

G.W.H.

FURN.


1323-#101

1317-#104

1321-#102

G.W.H. FURN.UNIT 102:

FURNACE ANDGAS WATERHEATER WITHINMECH. RM.UNDER FLOOR

FURN. G.W.H.


1319-#103

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

ORT

H

#103GARAGE

#104GARAGE

#101GARAGE

#102GARAGE

B2

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. A5.0 & A5.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

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

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DATE ISSUEPROJECT #

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ARCHITECT'S STAMP

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101017

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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.

A B C DC2B2

1

2

3.2

1.1

3.1

121.5

121.5

M. BEDROOMM. BATH

BATH 2

M. BEDROOMBEDROOM 2

BATH 2

MA. BATH

WIC.

WIC.WIC.

M. BEDROOM

MA. BATH

BATH 2

WIC.BEDROOM 2

WIC.WIC.

M. BATHM. BEDROOM

BATH 2

GFCI

GFCI

GFC

I

GFC

I

GFC

I

GFC

I

GFCI

GFCI

GFC

I

GFC

I

GFC

I

GFC

I

C

C

C

C

WP

WP WP WP

SS

S

S SS

SSS S 3S 3

UP TOFIXTURE

DN TOFIXTURE

S

S

SS

S

S

SSS

SS

S3S3

S

DN TOFIXTURE

UP TOFIXTURE

W/D.PWR.

WASH.PWR.

DRY.PWR.

SS

S

S SS

SSS S 3S 3

S

S

SS

S

S

SSS

SSS3 S

3 S

WASH.PWR.

DRY.PWR.

W/D.PWR.

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

NO

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SLOPED ROOFBELOW

GFCI

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ELECTRICAL LEGEND

110V DUPLEX OUTLET






C

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SLOPE DN.

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text


A B C DC2B2

1

2

3.2

1.1

3.1

2.2

1.2

C3

BEDROOM 3

BEDROOM 3

ROOF DECK ROOF DECK

ROOF DECK ROOF DECK

SLOPED ROOFBELOW BEDROOM 3

WP

GFC

I

WP

GFCI

CC

C C

WP

GFC

I WP WPWPWPWP

S

S S

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DN TOFIXTURE

DN TOFIXTURE

S

S S

S3

DN TOFIXTURE

DN TOFIXTURE

WPWP WP WP WP WP

WP

GFCI

GFC

I

WP

GFC

I1 1/8"=1'-0"

THIRD FLOOR ELECTRICAL PLAN NO

RTH

CA

NO

PY B

ELO

WC

AN

OPY

BEL

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S3

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S3S SS

GFCI

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ELECTRICAL LEGEND

110V DUPLEX OUTLET






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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

101017

NO

RTH

WO

LFF

TOW

NHO

MES

NEW

TO

NW

HOM

ES13

23 N

. WO

LFF

STRE

ETD

ENV

ER, C

OLO

RAD

O



THIR

D F

LOO

R EL

ECTR

ICA

L PL

AN

E1.2

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garage (rowhouse building form)...1323 wolff unit #3 unit #4 unit #1 unit #2 north 1321 garage * *...

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