PROPOSED SITE PLAN SCALE 1/8" = 1''-0" EL. 5330.2' REF. SURVEY EL. 5330.7' REF. SURVEY EL. 5331.3' REF. SURVEY EL. 5331.3' REF. SURVEY ELEV. 5325.8' REF. SURVEY ELEV. 5327.8' REF. SURVEY ELEV. 5327' REF. SURVEY (20') 19.37' (33.32') (33.33') TRANSPORTATION NOTES: 1. SITE DEVELOPMENT PLAN APPROVAL DOES NOT CONSTITUTE A NOTICE TO PROCEED FOR ROW WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT ROW PERMITS ASSOCIATED WITH CONSTRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTALING MORE THAN $20,000 REQUIRE A PERFORMANCE BOND. CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY AT (303) 446-3469 OR [email protected] AT LEAST 2 WEEKS BEFORE ANY ROW PERMIT NEEDS. 2. ALL WORK IN THE ROW SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAY CONTRACTOR, AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORK ON ROADWAY ROW. A COPY OF APPROVED TCP's MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI. 4. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE, REPAIR, AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY. 5. ALL EXISTING DRIVEWAYS AND WALKWAYS TO BE REMOVED AND REPLACED WITH VERTICAL CURB AND GUTTER, PER CCD STANDARDS. FILL AND REPAIR ADJACENT TREE LAWN. 6. tHE ALLEY WILL BE CONSTRUCTED BY THE NEIGHBORING PROJECT (TEP#2014D00362). B C C 2726 Unit 1 2726 Unit 3 2726 Unit 2 2724 Unit 5 2720 Unit 1 2720 Unit 2 2720 Unit 3 2720 Unit 4 2720 Unit 5 2720 Unit 6 2724 Unit 4 2724 Unit 3 2724 Unit 2 2724 Unit 1 NEW CONC. DRIVE AISLE C L NEW CONC. DRIVE AISLE L C L C L C L C L L C L C L C L C L CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTILEVER ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE CANTIL. ABOVE ACCESSIBILITY NOTES: ACCESSIBILITY POINTS ARE BASED ON THE COLORADO TITLE 9 ARTICLE 5 SECTION 9-5-105. 14 DWELLING UNITS REQUIRE 6 6 UNITS MEET TITLE 9 TYPE B VISITABLE GROUND FLOOR UNITS. TYPE B VISITABLE GROUND FLOOR UNITS: 2726 FEDERAL: UNITS 1,2, &3 = 3 POINTS TOTAL POINTS PROVIDED = 6 POINTS 2720 FEDERAL: UNIT 1 = 1 POINT 2724 FEDERAL: UNITS 2 & 5 = 2 POINTS ACCESS. ACCESS. ACCESS. ACCESS. ACCESS. ACCESS. F.F.=30.75' (LIVING SPACE T.O.S.) F.F.=30.75' (LIVING SPACE T.O.S.) F.F.=30.75' (LIVING SPACE T.O.S.) F.F.=30.6' (LIVING SPACE T.O.S.) F.F.=30.6' (LIVING SPACE T.O.S.) F.F.=30.15' (LIVING SPACE T.O.S.) F.F.=28.9' (LIVING SPACE T.O.S.) F.F.=28.25' (LIVING SPACE T.O.S.) F.F.=28.0' (LIVING SPACE T.O.S.) F.F.=30.45' (LIVING SPACE T.O.S.) F.F.=30.25' (LIVING SPACE T.O.S.) F.F.=29.5' (LIVING SPACE T.O.S.) F.F.=28.4' (LIVING SPACE T.O.S.) F.F.=27.4' (LIVING SPACE T.O.S.) C2 A A EXIST'G. STRUCTURES TO BE REMOVED EXIST'G. STRUCTURE TO BE REMOVED EXIST'G. STRUCTURES TO BE REMOVED EXIST'G. STRUCTURE TO BE REMOVED B D D D E E F F W W (SPRINKLERED) (SPRINKLERED) (SPRINKLERED) (SPRINKLERED) G G C1 C1 C2 C2 C1 JEFFERSON PARK OVERLOOK NEW 3-STORY TOWNHOMES DENVER, COLORADO (APARTMENT BUILDING FORM) 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 AND NON-RATED. CODE COMPLIANCE : THIS PROJECT SHALL COMPLY WITH THE 2009 INTERNATIONAL RESID CODE, 2011 DENVER BUILDING CODE, 2009 INTERNATIONAL FUEL G 2009 INTERNATIONAL MECHANICAL CODE, 2009 INTERNATIONAL P CODE, 2014 NATIONAL ELECTRICAL CODE , & 2009 INTERNATIONA CONSERVATION CODE. ACCESSIBILITY POINTS. 6 POINTS WILL BE ACHIEVED BY HAVING NOTE: THIS SITE IS IS SUBJECT TO DENVER'S PARKS AND RECREATION' PARKWAY'S RULES & REGULATIONS E E H H H H H H A6.1 ...... DESIGN DETAILS 1 A6.2 ...... DESIGN DETAILS 2 A7.0 ...... PROJECT NOTES 1 A7.1 ...... PROJECT NOTES 2 A6.0 ...... BUILDING DETAILS 1 DRAWING INDEX | 2724 FEDERAL BLVD. A1.0 ...... SITE PLAN & PROJECT DATA A5.1 ... BUILDING SECTIONS A4.0 ... EXTERIOR ELEVS 1 A4.1 ... EXTERIOR ELEVS 2 A5.0 ... BUILDING SECTIONS A1.1 ...... FIRST FLOOR PLAN A1.2 ...... SECOND FLOOR PLAN A1.3 ...... THIRD FLOOR PLAN A2.0 ...... ROOF DECK & STAIRWELL PLAN A3.0 ...... STAIRWELL ROOF PLANS E-1 ...... ELEC. SPECS E-2 ...... SITE PLAN E-4 ...... ONE LINE DIAGRAM, PANELS ELECTRICAL ENGINEER DRAWINGS E1.1 ...... 1ST FL. POWER/ LIGHTG. E1.2 ...... 2ND FL. POWER/ LIGHTG. E1.3 ...... 3RD FL. POWER/ LIGHTG. E1.4 ...... ROOF POWER/ LIGHTG. PROPOSED PROJECT: 3-STORY TOWNHOMES PARKING REQUIREMENT: REQ: 1 SPACE PER UNIT (SECT. 6-4.3) BUILDING FORM: APARTMENT ZONING INFORMATION: ZONING DESIGNATION ............................G-MU-3 PROPOSED USE: DWELLING, MULTI-UNIT BUILDING FORM: APARTMENT SETBACKS .......... FRONT: 29'-8" (BLOCK SENSITIVE) REAR: 10'-0" (12' ALLEY PRESENT) SIDES: 7'-6" OCCUPANCY GROUP ......................... IRC TOWNHOMES MAX. STORIES ........................................ 3 CONSTRUCTION TYPE ........................... V-B MAX. BLDG. HT./BLDG. HT. PROVIDED ....... 40'-0"/ 39'-9" PRIMARY BASE PLANE .................................. 5331.0' (FRONT) REAR BASE PLANE ......................................... 537.0' (REAR) PARKING REQUIRED .................................... 1 SPACE PER UNIT (2 SPACES PER UNIT PROVIDED, UNO) PRIMARY STREET FRONTAGE LENGTH ......... 116' PRIMARY BUILDING WALL LENGTH .........53'-9" + 23'-7" = 77'-4" MN. 60% BUILD-TO 10'/20' = 69'-7" MIN. REQD. PROVIDED BUILD-TO ........... 66% (AT FRONT SETBACK) ACCESIBILITY: 6 POINTS REQD. PER CO TITLE 9-5-105 PROVIDED: 6 TYPE B VISITABLE UNITS MAILBOX LOCATION "U" RACK, BIKE PARKING RACK (4 BIKES), NOTE: 3 UNITS TO HAVE INTER. BIKE STORAGE AT GARAGES ELEC. METERS A B C1 LEGEND: SITE LEGEND EXISTING STRUCTURE TO BE REMOVED NEW STRUCTURE (THIS PERMIT) PROPERTY BOUNDARY SETBACK INDICATION PARKING STALL 8.5' x 17' BUILDINGS 2720 THRU 2726 FEDERAL BLVD. (UNIT AREAS): AREA CALCULATIONS: 8' x 2' DEEP BALCONY ABOVE (8'-0" ALLOWED D FRONT SETBACK ENCROACHMENT PER DENVER ZONING CODE SECT. 6.3-4.4 F WIDEN ALLEY AN ADDITIONAL 2' PER CCD STD. DWGS. LANDSCAPE AREA E 10.0 & 11.2, L-LONGITUDINAL CONSTRUCTION JOINT W EXISTING WATER METER TO REMAIN G 150' MIN. DIST. TO BACK OF CURB FOR UNSPRIKLERED BUILDINGS, PER IFC SECT. 503.1.1, SECT. 503 (UNITS 8, 9, 13 & 14 TO BE SPRINKLERED, PER 903.3.1.2) GAS METERS C2 H ALL CONC. WALKS TO VISITABLE ENTRIES TO BE 5% MAX. SLOPE PER ANSI A117.1-1998 CH. 4 AND MANUEVERING SPACE EA. SIDE OF DOOR (CLEAR 18" PULL & 12" PUSH SIDE W/ W/ NO CLOSERS), RE. CIVIL FOR ALL GRADES & WALK SLOPES C1-1 ...... FOUND. DETAILS S1- 1 ...... FOUND. PLAN STRUCTURAL ENGINEER DRAWINGS S1- 2 ...... 2ND FL. FRAMING PLAN S1- 3 ...... 3RD FL. FRAMING PLAN S1- 4 ...... ROOF DECK FRAMING PLAN S1- 5 ...... ROOF FRAMING PLAN COPYRIGHT 2015 IF THIS DRAWING IS NOT PRINTED ON A 24"x36" SHEET, IT IS NOT TO SCALE 4900 W. 29th Avenue Denver, CO 80212 office | 720.263.2676 fax | 303.403.1388 info@cs-arch.com O R N R S T O N R C H I T C T U R A C www.cs-arch.com DATE ISSUE PROJECT # SHEET # CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED. SHEET SIZE: 24" x 36" ARCHITECT'S STAMP BY REV. 150512 JEFFERSON PARK OVERLOOK NEW TOWN HOMES 2720, 2724 & 2726 N. FEDERAL BLVD. DENVER, COLORADO 03.14.16 BUILDING SUBMITTAL JK 1 06.16.16 BLDG. REVIEW REVISIONS JK A1.0 SITE PLAN CALCULATIONS 2724 N. FEDERAL BLVD.
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
PROPOSED SITE PLAN SCALE 1/8" = 1''-0"
EL. 5330.2'REF. SURVEY
EL. 5330.7'REF. SURVEY
EL. 5331.3'REF. SURVEY
EL. 5331.3'REF. SURVEY
ELEV. 5325.8'REF. SURVEY
ELEV. 5327.8'REF. SURVEY
ELEV. 5327'REF. SURVEY
(20'
) 19.
37'
(33.
32')
(33.
33')
TRANSPORTATION NOTES:1. SITE DEVELOPMENT PLAN APPROVAL DOES NOT CONSTITUTE A NOTICE TO PROCEED FOR ROW WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT ROW PERMITS
ASSOCIATED WITH CONSTRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTALING MORE THAN $20,000 REQUIRE A PERFORMANCE BOND.CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY AT (303) 446-3469 OR [email protected] AT LEAST 2 WEEKS BEFORE ANY ROW PERMIT NEEDS.
2. ALL WORK IN THE ROW SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAY CONTRACTOR,AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED.
3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND/ORPERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORK ON ROADWAYROW. A COPY OF APPROVED TCP's MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI.
4. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE, REPAIR,AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY.
5. ALL EXISTING DRIVEWAYS AND WALKWAYS TO BE REMOVED AND REPLACED WITH VERTICAL CURB AND GUTTER, PER CCD STANDARDS. FILL AND REPAIR ADJACENT TREE LAWN.6. tHE ALLEY WILL BE CONSTRUCTED BY THE NEIGHBORING PROJECT (TEP#2014D00362).
EXISTING STRUCTURE TO BE REMOVED
NEW STRUCTURE (THIS PERMIT)
PARKING STALL 8.5' x 17'
BUILDINGS 2720 THRU 2726 FEDERAL BLVD. (UNIT AREAS):
C
C
AREA CALCULATIONS:
2726Unit 1
2726Unit 3
2726Unit 2
2724Unit 5
2720Unit 1
2720Unit 2
2720Unit 3
2720Unit 4
2720Unit 5
2720Unit 6
2724Unit 4
2724Unit 3
2724Unit 2
2724Unit 1
NEW CONC.DRIVE AISLE
C L
NEW CONC.DRIVE AISLE
L C L C L C L
C L L
C L C L
C L C L
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTILEVERABOVE
CANTIL.ABOVE
CANTIL.ABOVE
CANTIL.ABOVE
CANTIL.ABOVE
CANTIL.ABOVE
CANTIL.ABOVE
ACCESSIBILITY NOTES:ACCESSIBILITY POINTS ARE BASED ON THE COLORADO TITLE 9 ARTICLE 5 SECTION 9-5-105. 14 DWELLING UNITS REQUIRE 6
6 UNITS MEET TITLE 9 TYPE B VISITABLE GROUND FLOOR UNITS.
TYPE B VISITABLE GROUND FLOOR UNITS: 2726 FEDERAL: UNITS 1,2, &3 = 3 POINTS
TOTAL POINTS PROVIDED = 6 POINTS
2720 FEDERAL: UNIT 1 = 1 POINT2724 FEDERAL: UNITS 2 & 5 = 2 POINTS
ACCESS.
ACCESS.
ACCESS.
ACCESS.
ACCESS.
ACCESS.
F.F.=30.75'(LIVING SPACE T.O.S.)
F.F.=30.75'(LIVING SPACE T.O.S.)
F.F.=30.75'(LIVING SPACE T.O.S.)
F.F.=30.6'(LIVING SPACE T.O.S.)
F.F.=30.6'(LIVING SPACE T.O.S.)
F.F.=30.15'(LIVING SPACE T.O.S.)
F.F.=28.9'(LIVING SPACE T.O.S.)
F.F.=28.25'(LIVING SPACE T.O.S.)
F.F.=28.0'(LIVING SPACE T.O.S.)
F.F.=30.45'(LIVING SPACE T.O.S.)
F.F.=30.25'(LIVING SPACE T.O.S.)
F.F.=29.5'(LIVING SPACE T.O.S.)
F.F.=28.4'(LIVING SPACE T.O.S.)
F.F.=27.4'(LIVING SPACE T.O.S.)
C2
A
A
EXIST'G. STRUCTURESTO BE REMOVED
EXIST'G. STRUCTURETO BE REMOVED
EXIST'G. STRUCTURESTO BE REMOVED
EXIST'G. STRUCTURETO BE REMOVED
B
D
D
D
E
E
F
F
W
W
(SPRINKLERED)(SPRINKLERED)
(SPRINKLERED)(SPRINKLERED)
G
G
C1
C1
C2
C2 C1
JEFFERSON PARK OVERLOOKNEW 3-STORY TOWNHOMES
DENVER, COLORADO(APARTMENT BUILDING FORM)
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.
CODE COMPLIANCE :THIS PROJECT SHALL COMPLY WITH THE 2009 INTERNATIONAL RESIDENTIALCODE, 2011 DENVER BUILDING CODE, 2009 INTERNATIONAL FUEL GAS CODE,2009 INTERNATIONAL MECHANICAL CODE, 2009 INTERNATIONAL PLUMBINGCODE, 2014 NATIONAL ELECTRICAL CODE , & 2009 INTERNATIONAL ENERGYCONSERVATION CODE.
ACCESSIBILITY POINTS. 6 POINTS WILL BE ACHIEVED BY HAVING
NOTE: THIS SITE IS IS SUBJECT TO DENVER'SPARKS AND RECREATION' PARKWAY'SRULES & REGULATIONS
OCCUPANCY GROUP ......................... IRC TOWNHOMESMAX. STORIES ........................................ 3CONSTRUCTION TYPE ........................... V-BMAX. BLDG. HT./BLDG. HT. PROVIDED ....... 40'-0"/ 39'-9"PRIMARY BASE PLANE .................................. 5331.0' (FRONT)REAR BASE PLANE ......................................... 537.0' (REAR)PARKING REQUIRED .................................... 1 SPACE PER UNIT
(2 SPACES PER UNIT PROVIDED, UNO)PRIMARY STREET FRONTAGE LENGTH ......... 116'PRIMARY BUILDING WALL LENGTH .........53'-9" + 23'-7" = 77'-4"MN. 60% BUILD-TO 10'/20' = 69'-7" MIN. REQD. PROVIDED BUILD-TO ........... 66% (AT FRONT SETBACK)ACCESIBILITY: 6 POINTS REQD. PER CO TITLE 9-5-105 PROVIDED: 6 TYPE B VISITABLE UNITS
MAILBOX LOCATION"U" RACK, BIKE PARKING RACK (4 BIKES), NOTE: 3
UNITS TO HAVE INTER. BIKE STORAGE AT GARAGESELEC. METERS
A
B
C1
LEGEND:
SITE LEGEND EXISTING STRUCTURE TO BE REMOVED
NEW STRUCTURE (THIS PERMIT)
PROPERTY BOUNDARY
SETBACK INDICATION PARKING STALL 8.5' x 17'
BUILDINGS 2720 THRU 2726 FEDERAL BLVD. (UNIT AREAS):AREA CALCULATIONS:
8' x 2' DEEP BALCONY ABOVE (8'-0" ALLOWEDD FRONT SETBACK ENCROACHMENT PERDENVER ZONING CODE SECT. 6.3-4.4
F WIDEN ALLEY AN ADDITIONAL 2' PER CCD STD. DWGS.
LANDSCAPE AREAE
10.0 & 11.2, L-LONGITUDINAL CONSTRUCTION JOINT
W EXISTING WATERMETER TO REMAIN
G 150' MIN. DIST. TO BACK OF CURB FOR UNSPRIKLEREDBUILDINGS, PER IFC SECT. 503.1.1, SECT. 503(UNITS 8, 9, 13 & 14 TO BE SPRINKLERED, PER 903.3.1.2)
GAS METERSC2
H ALL CONC. WALKS TO VISITABLE ENTRIES TO BE 5% MAX. SLOPE PER ANSI A117.1-1998 CH. 4 AND MANUEVERING SPACE EA. SIDE OF DOOR (CLEAR 18" PULL & 12" PUSH SIDE W/W/ NO CLOSERS), RE. CIVIL FOR ALL GRADES & WALK SLOPES
C1-1 ...... FOUND. DETAILSS1- 1 ...... FOUND. PLAN
CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
150512
JEFF
ERSO
N P
ARK
OV
ERLO
OK
NEW
TO
WN
HO
MES
2720
, 272
4 &
272
6 N
. FED
ERA
L BL
VD
.D
ENV
ER, C
OLO
RAD
O
03.14.16 BUILDINGSUBMITTAL JK
1 06.16.16 BLDG. REVIEWREVISIONS JK
A1.0
SITE
PLA
NC
ALC
ULA
TION
S
2724
N. F
EDER
AL
BLV
D.
AutoCAD SHX Text
12' EX. ROW
AutoCAD SHX Text
N. FEDERAL BLVD.
AutoCAD SHX Text
130.0'
AutoCAD SHX Text
166.67' EX. PROPERTY LINE
AutoCAD SHX Text
86.0'
AutoCAD SHX Text
116.0'
AutoCAD SHX Text
WALKWAY TO
AutoCAD SHX Text
BE REMOVED
AutoCAD SHX Text
WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
FRONT 80%%%
AutoCAD SHX Text
REAR 20%%%
AutoCAD SHX Text
FRONT 80%%%
AutoCAD SHX Text
REAR 20%%%
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
CANT.
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
NEW ENCLOSED PATIO
AutoCAD SHX Text
NEW ENCLOSED PATIO
AutoCAD SHX Text
NEW ENCLOSED PATIO
AutoCAD SHX Text
NEW ENCLOSED PATIO
AutoCAD SHX Text
EXIST'G. TREE TO
AutoCAD SHX Text
REMAIN, RE. LANDSCAPE
AutoCAD SHX Text
PLANS
AutoCAD SHX Text
Rad. 11'-6"
AutoCAD SHX Text
EX. PROPERTY LINE
AutoCAD SHX Text
EX. PROPERTY LINE
AutoCAD SHX Text
NEW
AutoCAD SHX Text
NEW WALK
AutoCAD SHX Text
REMOVE EXIST'G
AutoCAD SHX Text
TREE, SEE.
AutoCAD SHX Text
LANDSCAPE PLANS
AutoCAD SHX Text
EXIST'G TREE
AutoCAD SHX Text
TO REMAIN, RE.
AutoCAD SHX Text
LANDSCAPE PLANS
AutoCAD SHX Text
EXIST'G TREE
AutoCAD SHX Text
TO REMAIN, RE.
AutoCAD SHX Text
LANDSCAPE PLANS
AutoCAD SHX Text
EXIST'G.
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
STEPS & WALK TO BE REMOVED, REPLACE W/ TREE LAWN PER CCD STD., SEE DWG. 5.2A
AutoCAD SHX Text
STEPS & WALK TO BE REMOVED, REPLACE W/ TREE LAWN PER CCD STD., SEE DWG. 5.2A
AutoCAD SHX Text
STEPS & WALK TO BE REMOVED, REPLACE W/ TREE LAWN PER CCD STD., SEE DWG. 5.2A
AutoCAD SHX Text
14' PROP.ROW
AutoCAD SHX Text
REMOVE EXIST'G
AutoCAD SHX Text
TREE, SEE.
AutoCAD SHX Text
LANDSCAPE PLANS
AutoCAD SHX Text
36.67' EX. PROPERTY LINE
AutoCAD SHX Text
133.3'
AutoCAD SHX Text
133.3'
AutoCAD SHX Text
33.3'
AutoCAD SHX Text
REMOVE EXIST'G
AutoCAD SHX Text
TREE, SEE.
AutoCAD SHX Text
LANDSCAPE PLANS
AutoCAD SHX Text
REMOVE EXIST'G
AutoCAD SHX Text
TREE, SEE.
AutoCAD SHX Text
LANDSCAPE PLANS
AutoCAD SHX Text
EX. PROPERTY LINE
AutoCAD SHX Text
34.67' PROP.PROPERTY LINE
AutoCAD SHX Text
REMOVE
AutoCAD SHX Text
EXIST'G.
AutoCAD SHX Text
CONC. STEPS
AutoCAD SHX Text
REMOVE
AutoCAD SHX Text
164.67' PROP. PROPERTY LINE
AutoCAD SHX Text
2' ALLEY WIDENING CCD DEDICATION RECEPTION NO.
AutoCAD SHX Text
EX.12' ALLEY TO BE WIDENED TO AN ADDITIONAL 2' PER CCD 12' ALLEY TO BE WIDENED TO AN ADDITIONAL 2' PER CCD STD. DWGS 10.0 & 11.2 L-LONGITUDINAL CONSTRUCTION JOINT
BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND
BY AMBRICO BRICK OR APPROVD. EQUAL1
INTERIOR KEY NOTES:
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.
INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING
DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5
LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC
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.
KITCHEN ISLAND.
VANITY.
VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.
40"x48" SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
60"x30" BATHTUB.
63"x42" SHOWER.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
1
2
3
4
5
6
7
8
9
10
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
1a
26
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.
SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
A5.0 & A5.1.
1
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY
NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0
THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.
ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
6'-0" WIDE 6'-8" TALL
1
2-CARGARAGE
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
.
2726 2724
2720
123
4
5
PROJECT NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.
3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.
BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND
BY AMBRICO BRICK OR APPROVD. EQUAL1
INTERIOR KEY NOTES:
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.
INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING
DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5
LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC
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.
KITCHEN ISLAND.
VANITY.
VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.
40"x48" SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
60"x30" BATHTUB.
63"x42" SHOWER.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
1
2
3
4
5
6
7
8
9
10
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
1a
26
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.
SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
A5.0 & A5.1.
1
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY
NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0
THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.
ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
6'-0" WIDE 6'-8" TALL
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
.
2726 2724
2720
123
4
5
PROJECT NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.
3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
6'-0" WIDE 6'-8" TALL
1
EXTERIOR FINISH KEY NOTES: HORIZONTAL LAP SIDING
DECOR. 8" DEEP PILASTER
3-COAT STUCCO
THIN BRICK VENEER,1/2" THICK RUNNING BOND
2'-0" DEEP BALCONY WITH METAL RAILING
ROOF TOP STAIR ENCLOSURE
ROOF PARAPET AND CAP, MIN. 36" HT.
DECOR. 8" H. STUCCO HORIZONTAL BAND
1
2
3
4
5
6
7
8
9
DECOR. METAL AWNING, PROJECTS 2'-0"
10
(3' SIDE SETBACK ENCROACHMENT ALLOWED)
(8' ALLOWED FRONT SETBACK ENCROACHMENT)
COMPOSITION SHINGLE ROOF 11
F
F
F
F
F
F
F
F
F
F
F
8" MULLED DOUBLE LITE AT SINGLE WINDOW 12F
BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND
BY AMBRICO BRICK OR APPROVD. EQUAL1
INTERIOR KEY NOTES:
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.
INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING
DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5
LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC
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.
KITCHEN ISLAND.
VANITY.
VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.
40"x48" SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
60"x30" BATHTUB.
63"x42" SHOWER.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
1
2
3
4
5
6
7
8
9
10
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
1a
26
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.
SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
A5.0 & A5.1.
1
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY
NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0
THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.
ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
TRANSLATIONS.
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
.
2726 2724
2720
123
4
5
PROJECT NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.
3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.
BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND
BY AMBRICO BRICK OR APPROVD. EQUAL1
INTERIOR KEY NOTES:
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.
INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING
DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5
LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC
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.
KITCHEN ISLAND.
VANITY.
VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.
40"x48" SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
60"x30" BATHTUB.
63"x42" SHOWER.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
1
2
3
4
5
6
7
8
9
10
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
1a
26
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.
SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
A5.0 & A5.1.
1
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY
NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0
THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.
ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
TRANSLATIONS.
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
.
2726 2724
2720
123
4
5
PROJECT NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.
3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.
WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS SHALL HAVE SAFETY GLAZING WHEN LOCATED 36"HORIZONTALLY FROM WALKING SURFACE AT STAIRS,LANDINGS OR RAMPS AND WHEN THE GLAZING IS 60" OR LESSABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
SEE SHEET A7.1 FOR ALL WINDOW SAFETY GLAZING AND FALLPROTECTION REQUIREMENTS.
BY AMBRICO BRICK OR APPROVD. EQUAL THIN BRICK VENEER, 1/2" THICK STACK BOND
BY AMBRICO BRICK OR APPROVD. EQUAL1
INTERIOR KEY NOTES:
ATTACH ONE LAYER 5/8" TYPE 'X' GYP. BD. AT UNDERSIDE OF STAIR.
ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.
INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.
LEVEL CONC. LANDING AREA. PROVIDE MIN. 48" WIDE WALKWAYS. MANUEVERING
DOOR ACCESSING CONDITIONED LIVING SPACE SHALL BE SOLID WOOD NOT LESSTHAN 1-3/8" THICK OR HONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING OR SELF-LATCHING w/ 5
LBS. PRESSURE. DOOR SILL TO BE ELEVATED FROM 4"-6", REF. STRUCT. PLANS &COORD. w/ SLOPE OF GARAGE SLAB.
INTERIOR STEP/ STEPS TO ENTRY - REF. FINISHED FL. HTS. AT GRADING PLANS. PROVIDE 36" H. HANDRAIL AT 4 OR MORE RISERS, AT ONE SIDE OF STEPS PER IRC
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.
KITCHEN ISLAND.
VANITY.
VANITY MIRROR, TO EQUAL LENGTH OF VANITY TOP.
40"x48" SHOWER.
ONE ROD, ONE SHELF.
TWO RODS, TWO SHELVES.
PEDESTAL SINK.
STACKABLE WASHING/DRYING MACHINE PER OWNER, PROVIDE DRAIN & PAN.
60"x30" BATHTUB.
63"x42" SHOWER.
MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.
GAS WATER HEATER, SIZE PER CONTRACTOR. PROTECT FROM VEHICLE IMPACT W/
ROOF SCUPPER
ACCESSIBLE "VISITABLE" BATHROOM, SEE DTL. 6/A6.2
1
2
3
4
5
6
7
8
9
10
11
12
14
15
16
17
18
19
20
13
21
22
23
24
25
1a
26
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.
SPACE AT ALL ACCESSIBLE ENTRY DOORS TO CONFORM TO ANSI A117.1-1998 CH. 4
STEEL BOLLARD AT ALL GARAGE LOCATIONS, PILOT LIGHT TO BE 18" ABOVE SLAB.
A5.0 & A5.1.
1
GENERAL NOTES:
1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.
2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".
3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOPOF THRESHOLD AT ACCESSIBLE UNIT EXTERIOR EGRESS DOORS.EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALLNOT BE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD.LANDINGS MUST BE AT LEAST AS WIDE AS THE DOOR AND AMINIMUM OF 36" IN THE DIRECTION OF TRAVEL.
4. TYPICAL WINDOW HEADERS: 96", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0", REFER TO PLANS6. SEE INDIVIDUAL UNIT PLAN SHEETS FOR UNIT DIMENSIONS & KEY
NOTES.7. SEE SHT's. A4.0 THRU A4.1 EXTERIOR ELEVATIONS AND SHEET A6.0
THRU A6.1 FOR FINISH DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.
ADJUST RISER HEIGHTS AT GARAGE FLOOR LEVEL PER CIVIL PLANS.9. SEE SHT. A7.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION
TRANSLATIONS.
1
R.O
.W. A
LLEY
KEY PLAN
FED
ERA
L BL
VD
.
2726 2724
2720
123
4
5
PROJECT NOTES:
1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.
2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED INRATED SOFFITS.
3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.
ALL FDTN. WALLS BETWEEN UNITS TO BE 12" THICK, U.O.N. ALL FOUNDATION WALLS SHALL BE DAMP-PROOFED OUTSIDE BY APPROVED METHODS AND MATERIALS AS REQ'D. BY CURRENT IBC & LOCAL CODES. 2x6 SILL PLATE w/ 1/2" x 10" D.ANCHOR BOLTS @ 6'-0" O.C. & 12" FROM ENDS (OR PER STRUCT. PLANS). PROVIDE PERIMETER DRAIN PER SOILS REPORT RECOMMENDATIONS. REF. STRUCT. PLANS.
AutoCAD SHX Text
TYPICAL ROOFTOP STAIR ACCESS ROOF: MIN. CLASS 'C' BUILT-UP ROOFING OVER ROOF SHEATHING PER STRUCTURAL ENGINEERING OVER 12" WEB JOISTS w/ MIN. R-38 INSUL., TYP. INTERIOR SURFACE OF 1/2" GYP. BOARD.
AutoCAD SHX Text
DOUBLE TOP PLATE FOR ROOF WALLS AS REQUIRED FOR 10'-0" O.C. VERTICAL CLIP ATTACHMENT, TYP.
(1) LAYER 5/8" GYP. BD. ON INTERIOR SURFACE OF 2x4 STUDS
AutoCAD SHX Text
2x4 CROSS-BRACE AS REQ.'d FOR CLIP ATTACHMENT
AutoCAD SHX Text
MIN. 2"W.x2"x2-1/4" ALUMINUM "L" CLIP ATTACHED TO STEEL "H" STUDS, MAX. OF 10'-0" O.C. VERTICALLY FOR LINER WALLS UP TO 44'-0" HIGH
AutoCAD SHX Text
TYPICAL THIRD FLOOR, 3/4" T&G PLYWOOD OR OSB OVER 18" WEB JOISTS, REF. STRUCT. PLANS
AutoCAD SHX Text
DOUBLE TOP PLATE, TYP.
AutoCAD SHX Text
MIN. 2"W.x2"x2-1/4" ALUMINUM "L" CLIP ATTACHED TO STEEL "H" STUDS, MAX. OF 10'-0" O.C. VERTICALLY FOR LINER WALLS UP TO 44'-0" HIGH
AutoCAD SHX Text
TYPICAL THIRD FLOOR ROOF FRAMING, 3/4" T&G PLYWOOD OR OSB OVER 12" WEB JOISTS, REF. STRUCT. PLANS
AutoCAD SHX Text
SILL PLATE FOR ROOF WALL AS REQ'd. FOR 10'-0" O.C. VERTICAL CLIP ATTACHMENT, TYP.
AutoCAD SHX Text
PARCEL LINE BETWEEN UNITS - NO ROOF PENETRATIONS WITHIN 5 FEET
AutoCAD SHX Text
STEEL STUD TOP TRACK
AutoCAD SHX Text
DOUBLE TOP PLATE FOR ROOF WALLS AS REQUIRED FOR 10'-0" O.C. VERTICAL CLIP ATTACHMENT, TYP.
AutoCAD SHX Text
DOUBLE TOP PLATE, TYP.
AutoCAD SHX Text
TYPICAL THIRD FLOOR ROOF FRAMING, 3/4" T&G PLYWOOD OR OSB OVER 12" WEB JOISTS, REF. STRUCT. PLANS
AutoCAD SHX Text
SILL PLATE FOR SLOPED ROOF WALL AS REQ'd. FOR 10'-0" O.C. VERTICAL CLIP ATTACHMENT, TYP.
AutoCAD SHX Text
SPAN-RATED SHEATHING
AutoCAD SHX Text
STEEL STUD BOTTOM TRACK
AutoCAD SHX Text
1-LAYER 5/8" TYPE 'X' GYP. BD.
AutoCAD SHX Text
1-LAYER 5/8" TYPE 'X' GYP. BD.
AutoCAD SHX Text
TYPICAL SECOND FLOOR, 3/4" T&G PLYWOOD OR OSB OVER 18" WEB JOISTS, REF. STRUCT. PLANS
AutoCAD SHX Text
w/ GRADE 'D' BUILDING PAPER
AutoCAD SHX Text
MASONRY
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
FOUNDATION WALL
AutoCAD SHX Text
RIM JOIST
AutoCAD SHX Text
26 ga.
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
1
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PORCH FLASHING DETAIL
AutoCAD SHX Text
PORCH/PATIO
AutoCAD SHX Text
30 LB. FELT PAPER
AutoCAD SHX Text
4" GUTTER
AutoCAD SHX Text
EXT. WALL STUD
AutoCAD SHX Text
TOP PLATE
AutoCAD SHX Text
1x FASCIA
AutoCAD SHX Text
SEE SHT. A1.4 (MIN. CLASS 'C' RATING)
AutoCAD SHX Text
PER PLAN
AutoCAD SHX Text
GRADE 'D' BUILDING PAPER
AutoCAD SHX Text
6" HORIZ. SIDING
AutoCAD SHX Text
SPAN-RATED SHEATHING
AutoCAD SHX Text
(1) LAYER EXT. SOFFIT BD.
AutoCAD SHX Text
2
AutoCAD SHX Text
FILLET CURVATURE
AutoCAD SHX Text
TO BE NO GREATER
AutoCAD SHX Text
THAN 9/16", BEVELING
AutoCAD SHX Text
NOT TO EXCEED 1/2"
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
GUARDRAIL DETAIL
AutoCAD SHX Text
WALKING SURFACE
AutoCAD SHX Text
1 " MIN.12" MIN.
AutoCAD SHX Text
WALL
AutoCAD SHX Text
HANDRAIL BRACKET
AutoCAD SHX Text
1-1/4"%%C HANDRAIL
AutoCAD SHX Text
1-1/4"%%C
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
BUILDING PAPER (2 LAYERS GRADE 'D')
AutoCAD SHX Text
WOOD SHIM
AutoCAD SHX Text
PREFINISHED METAL PARAPET CAP FLASHING OVER M.L. TOP PLATE (SEE STRUCT. DWG'S FOR ALL TOP PLATES), FRAME EXTENDED PARAPET PROFILE w/ 2x P.T.D.F., SLOPE 1/4": FOOT MIN.
CONTINUE DEMISING WALL ASSEMBLY TO INSIDE OF EXTERIOR FACE OF SHEATHING AT ALL END-WALL CONDITIONS.
AutoCAD SHX Text
NOTE: PROVIDE 2x NOMINAL PROVIDE 2x NOMINAL LUMBER FIREBLOCKING, TYP. AT ALL STAIR LOCATIONS (REF. C/A3).
AutoCAD SHX Text
PROVIDE 2x NOMINAL LUMBER FIREBLOCKING VERTICALLY AT ALL CEILING & FLOOR LEVELS, AS WELL AS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (IRC R302.11 & R302.11.1.
AutoCAD SHX Text
COMP. SHINGLE ROOFING
AutoCAD SHX Text
AS 1-1/4" DIA. HANDRAIL.
AutoCAD SHX Text
TOP RAIL TO BE USED
AutoCAD SHX Text
RE. HANDRAIL DETAIL
AutoCAD SHX Text
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELY CONTAINED WTIHIN BUILDING THERMAL ENVELOPE. ON TOP OF ROOF DECK, INSTALL RIGID FOAM INSULATION W/ VAPOR RETARDER COATING TO UNDERSIDE OF INSULATION (MUST MEET UL 1256 AND CONFORM TO IRC 905.9, BUILT-UP ROOFING MATERIAL STANDARDS). INSTALL OPEN CELL (AIR PERMEABLE) INSULATION BELOW THE DECKING PER IRC SECT. R806.4 5.2
*ALL DECK STRUCTURES SHALL NOT REDUCE THE WEATHER-RESISTANCE OF THE ROOF COVERING ASSEMBLY. ALL ROOF PENETRATIONS SHALL COMPLY WITH PROVISIONS OF CHAPTER 7 OF THE IBC AND DBCA CHAPTER 15 "ROOFING AND ROOF STRUCTURES".
AutoCAD SHX Text
VAPOR BARRIER AT INTER.
AutoCAD SHX Text
OF EXTER. WALL PER IRC 601.3
AutoCAD SHX Text
ROOF SHEATHING:APROVED FIRE RETARDENT-TREATED MATERIAL FOR MIN. OF 4'-0" EITHER SIDE OF PARTY WALL
AutoCAD SHX Text
30 LB. FELT PAPER
AutoCAD SHX Text
4" GUTTER
AutoCAD SHX Text
TOP PLATE
AutoCAD SHX Text
(MIN. CLASS 'C' RATING)
AutoCAD SHX Text
GRADE 'D' BUILDING PAPER
AutoCAD SHX Text
6" HORIZ. SIDING
AutoCAD SHX Text
SPAN-RATED SHEATHING
AutoCAD SHX Text
R-38 INSUL.: (R-19 SPRAY FOAM, R-19 BATT.)
AutoCAD SHX Text
COMP. SHINGLE ROOFING,
AutoCAD SHX Text
VAPOR BARRIER AT INTER.
AutoCAD SHX Text
OF EXTER. WALL PER IRC 601.3
AutoCAD SHX Text
*NOTE: NO OPENINGS ALLOWED IN PROTECTED EAVE.NOTE: NO OPENINGS ALLOWED IN PROTECTED EAVE.: NO OPENINGS ALLOWED IN PROTECTED EAVE.
AutoCAD SHX Text
(2) LAYERS TYPE 'X' GYP BD.
AutoCAD SHX Text
(NO OPENINGS ALLOWED)
AutoCAD SHX Text
1x FASCIA
AutoCAD SHX Text
RUN 6" JAMES HARDIE LAP HORIZONTAL SIDING (ASTM E 136 ESR-2290) DOWN INSIDE OF PARAPET WALL TO A DISTANCE OF NOT LESS THAN 18" (705.11.1)
AutoCAD SHX Text
BALCONY
AutoCAD SHX Text
BALCONY
AutoCAD SHX Text
NOTE: PROVIDE 4-PLY BUILT-UP
AutoCAD SHX Text
IN LIEU OF SHINGLES AT ALL ROOF
AutoCAD SHX Text
SLOPES LESS THAN 2:12.
AutoCAD SHX Text
ROOF OVER 5/8" OSB SHEATHING
AutoCAD SHX Text
1
AutoCAD SHX Text
NOTE: PROVIDE 4-PLY BUILT-UP
AutoCAD SHX Text
IN LIEU OF SHINGLES AT ALL ROOF
AutoCAD SHX Text
SLOPES LESS THAN 2:12.
AutoCAD SHX Text
ROOF OVER 5/8" OSB SHEATHING
AutoCAD SHX Text
1
6 NOT TO SCALE CEILING ASSEMBLY
4 NOT TO SCALE BUILDING CANTILEVER DETAIL (GA FC-5011)
5 NOT TO SCALE CEILING ASSEMBLY AT CANTILEVER (UL X772)
7 NOT TO SCALE DECK CANTILEVER DETAIL 8 NOT TO SCALE UL DESIGN NO. X528
1 HR. RATED STEEL COLUMNS4a NOT TO SCALE BUILDING CANTILEVER DETAIL (GA FC-5011)
ROOFTOP
AT GARAGE
1
ROOF DECK SEE EXTER. ELEVS.
ROOF DECK SEE EXTER. ELEVS.
T.O.W. SEE EXTER. ELEVS.
THIRD FLR.
ROOFTOP3'-6" TOP OF PARAPET TO TOP OF ROOF
(MAINTAIN 3'-0" MIN. ABOVE ROOF DECK)
ROOF DECK
T.O.W.
THIRD FLR.
ROOFTOP
SEE EXTER. ELEVS.
SEE EXTER. ELEVS.
3'-6" TOP OF PARAPET TO TOP OF ROOF(MAINTAIN 3'-0" MIN. ABOVE ROOF DECK)
ROOF DECK
T.O.W.
THIRD FLR.
ROOFTOP
SEE EXTER. ELEVS.
SEE EXTER. ELEVS.
3'-6" TOP OF PARAPET TO TOP OF ROOF(MAINTAIN 3'-0" MIN. ABOVE ROOF DECK)
CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
150512
JEFF
ERSO
N P
ARK
OV
ERLO
OK
NEW
TO
WN
HO
MES
2720
, 272
4 &
272
6 N
. FED
ERA
L BL
VD
.D
ENV
ER, C
OLO
RAD
O
03.14.16 BUILDINGSUBMITTAL JK
1 07.09.16 BLDG. REVIEWREVISIONS JK
A6.1
DET
AIL
S 2
2720
, 272
4 &
272
6
N. F
EDER
AL
BLV
D.
AutoCAD SHX Text
1
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PARAPET AND WALL DETAIL (1 HR. RATING)
AutoCAD SHX Text
1 LAYER 5/8" TYPE X GYPSUM BOARD PER LISTED ASSEMBLY
AutoCAD SHX Text
PLYWOOD OR OSB SHEATHING PER LISTED ASSEMBLY RE: STRUCT
AutoCAD SHX Text
OPEN WEB JOISTS, REF. STRUCT. PLANS
AutoCAD SHX Text
*PROVIDE INSULATION AT ALL GARAGE CEILINGS
AutoCAD SHX Text
2
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PARAPET AT DECOR. PILASTER DETAIL
AutoCAD SHX Text
GA FILE NO. FC 5517 (AT UNDERSIDE OF SECOND FLOOR) PROVIDE ONE LAYER 5/8" TYPE 'X' GYP. BD. APPLIED PERPENDICULAR AND SCREW ATTACHED DIRECTLY TO THE LOWER CHORD OF WEB JOIST OF 2x4 LBR. w/ TYPE I.L.S. PLATES SPACED 24" O.C. EDGE JOINTS BACKED WITH 2x4 WOOD BLOCKS FASTENED TO LOWER CHORD WITH Z-CLIPS. 19/32" MIN. PLYWOOD FLOOR SHEATHING.
AutoCAD SHX Text
GA FILE NO. WP 3644 (1-HR. WALL TYPE AT CANTILEVERS PORTIONS OF BUILDING ONLY) PROVIDE ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO EA. SIDE OF 2x WOOD STUDS, 16" O.C. WITH 2-1/4" TYPE 'S' DRYWALL SCREWS @ 12" O.C., REF. FLOOR PLANS FOR DETAIL CALLOUT LOCATIONS. NON-CANTILEVERS NOT REQUIRED TO BE RATED.
AutoCAD SHX Text
W-TYPE BM., REF. STRUCT. PLANS UL DESIGN NO. X772 APPLY GRACE MK10 SPRAY-APPLIED FIRE-RESISTIVE MATERIAL TO SECOND FLR. SUPPORTING STEEL BEAMS NOTE: STEEL BEAMS NOT TO BE PAINTED OR PRIMED.
AutoCAD SHX Text
PLYWOOD OR OSB SHEATHING PER LISTED ASSY., REF. STRUCT. PLANS
AutoCAD SHX Text
WEB-JOIST, REF. STRUCT. PLANS
AutoCAD SHX Text
1-LAYER TYPE 'X' GYP. BD. PER LISTED ASSEMBLY
AutoCAD SHX Text
WROUGHT-IRON RAILING, MIN. 36" HIGH ABOVE DECKING
AutoCAD SHX Text
DECK FASCIA
AutoCAD SHX Text
CANTILEVERED DECK JST. FOR DECK, REF. STRUCT. PLANS
AutoCAD SHX Text
SEALANT & BACKER ROD
AutoCAD SHX Text
2x6 EXT. WALL STUD
AutoCAD SHX Text
BLK'G. BETWEEN JOISTS
AutoCAD SHX Text
(2) LAYERS OF 1/2" FIRE-SHIELD C WALLBOARD FURRED FROM TUBE STEEL COL. w/ 1 5/8" STEEL STUD EACH CORNER, REF. STRUCT. PLANS FOR COL. SIZE & LOCATION
AutoCAD SHX Text
HSS 4x4 or 5x3 STEEL COL.
AutoCAD SHX Text
(1) LAYER OF 1/2" FIRE-SHIELD C WALLBOARD FURRED FROM COLUMN w/ 1-5/8" STEEL STUDS AT EACH CORNER
AutoCAD SHX Text
W10x30 COL.
AutoCAD SHX Text
2x6 EXT. WALL STUD
AutoCAD SHX Text
HORIZ. SIDING OR STUCCO REF. EXT. ELEVATIONS
AutoCAD SHX Text
BUILDING WRAP
AutoCAD SHX Text
FLR. JST., REF. STRUCT. PLANS
AutoCAD SHX Text
SEALANT & BACKER ROD
AutoCAD SHX Text
R-20 INSUL.
AutoCAD SHX Text
A6.1
AutoCAD SHX Text
5
AutoCAD SHX Text
1 HR.
AutoCAD SHX Text
*ONE HOUR SOFFIT SHALL BE PROVIDED AT ALL CANTILEVERED PORTIONS OF THE BLDG.
AutoCAD SHX Text
BLK'G. BETWEEN JOISTS
AutoCAD SHX Text
W-TYPE BEAM, REF. STRUCT. PLANS, ALSO REF. DETAIL 5 THIS SHT.
AutoCAD SHX Text
W-TYPE BEAM, REF. STRUCT. PLANS
AutoCAD SHX Text
A4.1
AutoCAD SHX Text
1a
AutoCAD SHX Text
1 HR.
AutoCAD SHX Text
A6.1
AutoCAD SHX Text
5
AutoCAD SHX Text
R-38 BATT. INSUL.
AutoCAD SHX Text
(2) LAYERS TYPE 'X' GYP BD.
AutoCAD SHX Text
(NO OPENINGS ALLOWED)
AutoCAD SHX Text
8
AutoCAD SHX Text
A6.2
AutoCAD SHX Text
1
AutoCAD SHX Text
1a
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
NOT USED
AutoCAD SHX Text
1
AutoCAD SHX Text
BOLT RAILING TO SISTERED DBL. 2X8 FLR. JOISTS W/ (2) " BOLTS, 1" FROM 12" BOLTS, 1" FROM TOP & BOTTOM. ATTACHMENT TO COMPLY WITH IRC R301.5, RE. STRUCT. DWGS.
AutoCAD SHX Text
1
AutoCAD SHX Text
(ULX528)
AutoCAD SHX Text
EPDM ROOFING
AutoCAD SHX Text
ROOF SCUPPER
AutoCAD SHX Text
EPDM ROOFING AND FLASHING
AutoCAD SHX Text
TYP. PARAPET WALL
AutoCAD SHX Text
ALUM. GUTTER
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PARAPET AT SCUPPER DTL.
AutoCAD SHX Text
REFER TO ROOF
AutoCAD SHX Text
PLANS
AutoCAD SHX Text
3
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
PARAPET DETAIL (TYPICAL)
AutoCAD SHX Text
PREFINISHED METAL PARAPET CAP FLASHING OVER M.L. TOP PLATE (SEE STRUCT. DWG'S FOR ALL TOP PLATES), FRAME EXTENDED PARAPET PROFILE w/ 2x P.T.D.F., SLOPE 1/4": FOOT MIN.
AutoCAD SHX Text
ROOF SHEATHING (MIN. CLASS 'C' RATING),
AutoCAD SHX Text
REF. STRUCT. PLANS
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
CAP SHEET
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
BLDG WRAP VAPOR BARRIER
AutoCAD SHX Text
2x6 STUD PARAPET WALL
AutoCAD SHX Text
BASE FLASHING
AutoCAD SHX Text
4" CANT
AutoCAD SHX Text
RAFTER w/ R-38 INSUL., REF. STRUCT. PLANS
AutoCAD SHX Text
WOOD SHIM
AutoCAD SHX Text
6" HORIZ. LAP SIDING
AutoCAD SHX Text
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELY CONTAINED WTIHIN BUILDING THERMAL ENVELOPE. ON TOP OF ROOF DECK, INSTALL RIGID FOAM INSULATION W/ VAPOR RETARDER COATING TO UNDERSIDE OF INSULATION (MUST MEET UL 1256 AND CONFORM TO IRC 905.9, BUILT-UP ROOFING MATERIAL STANDARDS). INSTALL OPEN CELL (AIR PERMEABLE) INSULATION BELOW THE DECKING PER IRC SECT. R806.4 5.2
AutoCAD SHX Text
VAPOR BARRIER AT
AutoCAD SHX Text
INTERIOR OF EXTER. WALL
AutoCAD SHX Text
PER IRC 601.3
AutoCAD SHX Text
BUILT-UP ROOF (RE. ROOF DECK NOTES
AutoCAD SHX Text
DTL.6/A4.2 AT ALL ROOF DECK LOCATIONS)
AutoCAD SHX Text
GRADE 'D' BLDG PAPER
AutoCAD SHX Text
SPAN-RATED SHEATHING OVER
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
TJI HANGER ATTACHED
AutoCAD SHX Text
TO LEDGER, RE. STRUCT.
AutoCAD SHX Text
PREFINISHED METAL PARAPET CAP FLASHING OVER M.L. TOP PLATE (SEE STRUCT. DWG'S FOR ALL TOP PLATES), FRAME EXTENDED PARAPET PROFILE w/ 2x P.T.D.F., SLOPE 1/4": FOOT MIN.
AutoCAD SHX Text
ROOF SHEATHING (MIN. CLASS 'C' RATING), REF. STRUCT. PLANS
AutoCAD SHX Text
BUILT-UP ROOF (RE. ROOF DECK NOTES DTL.6/ A6.0 AT ALL ROOF DECK LOCATIONS)
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
CAP SHEET
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
GRADE 'D' BLDG PAPER
AutoCAD SHX Text
1 HR.
AutoCAD SHX Text
2x6 STUD PARAPET WALL
AutoCAD SHX Text
BASE FLASHING
AutoCAD SHX Text
4" CANT
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
RAFTER w/ R-38 INSUL., REF. STRUCT. PLANS
AutoCAD SHX Text
WOOD SHIM
AutoCAD SHX Text
6" HORIZ. LAP SIDING
AutoCAD SHX Text
or PANEL SYSTEM
AutoCAD SHX Text
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELY CONTAINED WTIHIN BUILDING THERMAL ENVELOPE. ON TOP OF ROOF DECK, INSTALL RIGID FOAM INSULATION W/ VAPOR RETARDER COATING TO UNDERSIDE OF INSULATION (MUST MEET UL 1256 AND CONFORM TO IRC 905.9, BUILT-UP ROOFING MATERIAL STANDARDS).INSTALL OPEN CELL (AIR PERMEABLE) INSULATION BELOW THE DECKING PER IRC SECT. R806.4 5.2
AutoCAD SHX Text
VAPOR BARRIER AT
AutoCAD SHX Text
INTER. OF EXTER. WALL
AutoCAD SHX Text
PER IRC 601.3
AutoCAD SHX Text
TYPE "X" WALL BD. TO
AutoCAD SHX Text
INSIDE WALL W/IN ROOF/
AutoCAD SHX Text
CLG. CAVITY AND ALL
AutoCAD SHX Text
FLOOR/ CLG. CAVITIES
AutoCAD SHX Text
ATTACH (1) LAYER 5/8"
AutoCAD SHX Text
SPAN-RATED SHEATHING OVER
AutoCAD SHX Text
PREFINISHED METAL PARAPET CAP FLASHING OVER M.L. TOP PLATE (SEE STRUCT. DWG'S FOR ALL TOP PLATES), FRAME EXTENDED PARAPET PROFILE w/ 2x P.T.D.F., SLOPE 1/4": FOOT MIN.
AutoCAD SHX Text
ROOF SHEATHING (MIN. CLASS 'C' RATING), REF. STRUCT. PLANS
AutoCAD SHX Text
BUILT-UP ROOF (RE. ROOF DECK NOTES DTL.6/ A6.0 AT ALL ROOF DECK LOCATIONS)
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
CAP SHEET
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
BASE FLASHING
AutoCAD SHX Text
4" CANT
AutoCAD SHX Text
WOOD SHIM
AutoCAD SHX Text
NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELY CONTAINED WTIHIN BUILDING THERMAL ENVELOPE. ON TOP OF ROOF DECK, INSTALL RIGID FOAM INSULATION W/ VAPOR RETARDER COATING TO UNDERSIDE OF INSULATION (MUST MEET UL 1256 AND CONFORM TO IRC 905.9, BUILT-UP ROOFING MATERIAL STANDARDS).INSTALL OPEN CELL (AIR PERMEABLE) INSULATION BELOW THE DECKING PER IRC SECT. R806.4 5.2
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
TJI HANGER ATTACHED
AutoCAD SHX Text
TO LEDGER, RE. STRUCT.
AutoCAD SHX Text
DWGS.
AutoCAD SHX Text
DWGS.
2 NOT TO SCALE JAMB AT BRICK VENEER
9 NOT TO SCALE NOTE: IN ORDER OF INSTALLATIONWATER PROTECTION INSTALLATION DETAIL
7 NOT TO SCALE THRESHOLD DETAIL
3 NOT TO SCALE OPERABLE WINDOW HEAD DTL. 4 NOT TO SCALE
FIXED WINDOW HEAD DTL. 5 NOT TO SCALE HEAD AT BRICK VENEER
1
2
3
4
5
6
7
4
3
2
1
7
6
5
6 8 NOT TO SCALE BALCONY RAILING DETAIL
NOT TO SCALE ACCESSIBLE BATHROOM DETAILTYPE "B" VISITABLE
CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
150512
JEFF
ERSO
N P
ARK
OV
ERLO
OK
NEW
TO
WN
HO
MES
2720
, 272
4 &
272
6 N
. FED
ERA
L BL
VD
.D
ENV
ER, C
OLO
RAD
O
03.14.16 BUILDINGSUBMITTAL JK
1 06.16.16 BLDG. REVIEWREVISIONS JK
A6.2
DET
AIL
S 3
2720
, 272
4 &
272
6
N. F
EDER
AL
BLV
D.
AutoCAD SHX Text
1
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
BANDING DETAIL
AutoCAD SHX Text
HARDIE SIDING, INSTALL PER MFG. SPECIFICATIONS
AutoCAD SHX Text
BUILDING WRAP PER WALL ASSY.
AutoCAD SHX Text
CONTINUOUS 2x BLOCKING
AutoCAD SHX Text
METAL FLASHING WITH INTEGRAL DRIP EDGE w/ SEAL
AutoCAD SHX Text
5/4 TRIM, REF. ELEV'S. FOR HEIGHT
AutoCAD SHX Text
METAL FLASHING WITH INTEGRAL DRIP EDGE w/ SEAL
AutoCAD SHX Text
EXT. STUD WALL w/ R-19 INSUL.
AutoCAD SHX Text
CONTINUOUS 2x BLOCKING
AutoCAD SHX Text
HEADER, REF. STRUCT. PLANS
AutoCAD SHX Text
BUILDING WRAP PER WALL ASSY.
AutoCAD SHX Text
METAL 'Z' FLASHING w/ END DAM INTEGRAL DRIP EDGE
AutoCAD SHX Text
SELF-ADHERED 20ml POLYETHYLENE VAPOR BARRIER
AutoCAD SHX Text
MOLDING
AutoCAD SHX Text
SHIM AS REQUIRED
AutoCAD SHX Text
CASING
AutoCAD SHX Text
SCHEDULED DOOR
AutoCAD SHX Text
CASING
AutoCAD SHX Text
SCHEDULED DOOR
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
SELF-ADHERED 20ml FLASHING AIR/VAPOR BARRIER
AutoCAD SHX Text
BUILDING WRAP PER WALL ASSY.
AutoCAD SHX Text
BACKER ROD & SEALANT
AutoCAD SHX Text
MOLDING
AutoCAD SHX Text
BRICK VENEER
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
FLR. JST., REF. STRUCT. PLANS
AutoCAD SHX Text
SCHEDULED DOOR
AutoCAD SHX Text
FINISHED FLOORING
AutoCAD SHX Text
BUTYL SEALANT
AutoCAD SHX Text
MANUFACTURER'S SILL OVER METAL DOOR PAN, SET IN SEALANT.
AutoCAD SHX Text
BUILDING WRAP PER WALL ASSEMBLY
AutoCAD SHX Text
LAP SIDING. INSTALL PER MANF. REQ.
AutoCAD SHX Text
SIDING STARTER
AutoCAD SHX Text
METAL FLASHING WITH DRIP EDGE
AutoCAD SHX Text
BUILDING WRAP PER WALL ASSEMBLY
AutoCAD SHX Text
HEADER RE:STRUCTURAL
AutoCAD SHX Text
METAL FLASHING WITH DRIP EDGE
AutoCAD SHX Text
SCHEDULED WINDOW
AutoCAD SHX Text
SCHEDULED WINDOW
AutoCAD SHX Text
METAL 'Z' FLASHING WITH END DAM INTEGRAL DRIP EDGE
AutoCAD SHX Text
HEADER RE:STRUCTURAL
AutoCAD SHX Text
PROTECTO WRAP BT20XL BUILDING TAPE, OR APPRVD. EQUAL
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
METAL FLASHING WITH DRIP EDGE
AutoCAD SHX Text
SIDING STARTER
AutoCAD SHX Text
LAP SIDING. INSTALL PER MANF. REQ.
AutoCAD SHX Text
BUILDING WRAP PER WALL ASSEMBLY
AutoCAD SHX Text
INSTALL PROTECTO WRAP BT20 XL BUILDING TAPE AT SILL OF ROUGH OPENING. DO NOT ATTACH LOWER EDGE - IT WILL LAP BUILDING PAPER. INSTALL WINDOW WITH SILL FLANGE OVER PROTECTO WRAP BT20 XL BUILDING TAPE. INSTALL PROTECTO WRAP BT20 XL BUILDING TAPE OVER JAMB FLANGE OF WINDOW INSTALL PROTECTO WRAP BT20 XL BUILDING TAPE AT SILL OF ROUGH OPENING. DO NOT ATTACH LOWER EDGE - IT WILL LAP BUILDING PAPER. INSTALL TRIM AT HEAD OVER PROTECTO WRAP BT20 BUILDING TAPE. INSTALL METAL FLASHING WITH DRIP EDGE ABOVE TRIM. RE: HEAD DETAILS NOTED ON THIS SHEET. LAP PROTECTO WRAP BT20 XL BUILDING TAPE OVER BUILDING PAPER AT SILL. BUILDING PAPER SHALL LAP OVER PROTECTO WRAP BT20 XL BUILDING TAPE AT JAMBS AND METAL FLASHING AT HEAD.
AutoCAD SHX Text
HARDIE SIDING, INSTALL PER MFG. SPECIFICATIONS
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
E.S.P. POWDER COATED ALUM. FINISH
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
ACCESSIBLE SINK, PER ANSI A117.1, SECT. 606. TOP OF SINK MAX 34" A.F.F., WITH 27" VERT. KNEE AND 9" VERT. TOE CLEARANCE
AutoCAD SHX Text
C
AutoCAD SHX Text
NEW ACCESSIBLE WATER CLOSET
AutoCAD SHX Text
GRAB BAR REINFORCEMENT SHALL BE PROVIDED FOR FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENT. WHERE WALLS ARE TO SUPPORT INSTALLATION OF GRAB BARS AND SEATS COMPLYING WITH SECTION 604.5, 607.4 OR 610, REINFORCEMENT SHALL BE PROVIDED FOR FUTURE INSTALLATION OF GRAB BARS MEETING THOSE REQUIREMENTS.
AutoCAD SHX Text
A
AutoCAD SHX Text
3070
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
3070
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
5'-0 "/ UNIT 112"/ UNIT 1
AutoCAD SHX Text
6'-0 "12"
AutoCAD SHX Text
5'-2"/ UNIT 5
AutoCAD SHX Text
5'-6 "12"
AutoCAD SHX Text
5'-4"/UNITS 2,3,4
AutoCAD SHX Text
(18" MIN.)
AutoCAD SHX Text
(18" MIN.)
AutoCAD SHX Text
D
AutoCAD SHX Text
30"X48" CLEAR SPACE, PER ANSI A117.1-1998 SECT 1003 AND SECT. 305.3
AutoCAD SHX Text
1
AutoCAD SHX Text
D
AutoCAD SHX Text
D
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
3-3" 14 GAGE STAPLES
2-16d COMMON (2-1/2"x0.162")END NAIL3-3"x0.131" NAILS
3-3" 14 GAGE STAPLES
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
12-3" 14 GAGE STAPLES
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)
4-3" 14 GAGE STAPLES
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)
4-3" 14 GAGE STAPLES
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
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
3-3" 14 GAGE STAPLES
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
4-3" 14 GAGE STAPLES
2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS
3-3" 14 GAGE STAPLES
28. ROOF RAFTER TO 2-BY RIDGE BEAMTOENAIL
2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS
3-3" 14 GAGE STAPLES
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").
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.
CORNERSTONE ARCHITECTURE, LLC. ALL RIGHTS RESERVED.
SHEET SIZE: 24" x 36"
ARCHITECT'S STAMP
BYREV.
150512
JEFF
ERSO
N P
ARK
OV
ERLO
OK
NEW
TO
WN
HO
MES
2720
, 272
4 &
272
6 N
. FED
ERA
L BL
VD
.D
ENV
ER, C
OLO
RAD
O
03.14.16 BUILDINGSUBMITTAL JK
A7.0
PRO
JEC
T N
OTE
S 1
2720
, 272
4 &
272
6
N. F
EDER
AL
BLV
D.
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 OFANY OTHER 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.
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 DRAININLET.
4. ALL GLASS SLIDING DOORS, SHOWER ENCLOSURES, AND WINDOWS WITHIN 60 INCHES OF WET WALKING SURFACES SHALL BETEMPERED.
5. ANY WINDOWS AT STAIRWAYS, STAIRWAY LANDINGS, OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOMEDGE 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 OFTHE 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/ORDECK DRAINAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ONTO THE 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 LOCATEDIN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM. SMOKE ALARMS SHALL BEINTERCONNECTED SO THAT 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, OUTLETSFOR 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 THANWOULD BE NORMAL FOR A HAND HAMMER OR MINIMUM EDGES DISTANCE ARE NOT MAINTAINED, THE PERFORMANCE WILL BEDEEMED UNSATISFACTORY.
ENERGY EFFICIENCY NOTES:ALL UNITS SHALL CONFORM TO IRC SECTION N1101.2 & DBCA, SECT. N1101.2ALL INSULATION CONDITIONS SHALL MEET THESE MINIMUM PRESCRIPTIVE REQUIREMENTS AS FOLLOWS: A RES-CHECK CERTIFICATE MAYBE REQUIRED BY CERTAIN JURISDICTIONS.1. 0.35 (MAX. "U" GLAZING- DOUBLE PANE W/ LOW-E)2. R-13 (BATTS ENCAPSULATED BATTS AT ALL PARTY WALLS)3. R-21 (BATTS 2 x 6 EXTERIOR FRAMED WALLS)4. R-38 (CLOSED CELL FOAM INSULATION)5. R-30 (BATT OR BLOWN AT HABITABLE FLOOR AREAS OVER UNHEATED SPACES, U.O.N.)
WINDOW SAFETY GLAZING AND FALL PROTECTION NOTES:ALL WINDOWS TO CONFORM TO IRC SECTION IRC SECT. R308.4SAFETY GLAZING AT WINDOWS TO BE INSTALLED AT ALL OF THESE CONDITIONS. SEE IRC SECT. R308.4 FOR ADDITIONAL LOCATIONS AND
EXCEPTIONS.1. GLAZING WITHIN ALL FIXED AND OPERABLE DOORS2. GLAZING ADJACENT TO DOORS WHERE THE NEAREST VERTICAL EDGE OF GLAZING IS WITHIN 24" FROM ARC OF DOOR IN A CLOSED
POSITION AND BOTTOM EDGE WITHIN 60" ABOVE WALKING SURFACE (SEE CODE FOR EXCEPTIONS)3. IN PANES WHERE THE PANE IS LARGER THAN 9 SQ. FT. AND THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR AND TOP EDGE OF
GLAZING IS MORE THAN 36" ABOVE THE FLOOR AND WALKING SURFACE IS WITHIN 36" MEASURED HORIZONTALLY IN A STRAIGHT LINE(SEE CODE FOR EXCEPTIONS)
4. ADJACENT TO STAIR LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF WALKING SURFACE WHEN THE EXPOSED SURFACE OFGLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT SURFACE (SEE CODE FOR EXCEPTIONS).
5. ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF BOTTOM TREAD OF A STAIRWAY WHEN THE EXPOSED SURFACE OF THEGLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.
6. ALL OPERABLE WINDOWS WHERE THE OPENING IS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW AND THE LOWESTPART OF THE OPENING IS WITHIN 24" OF THE FINISHED FLOOR OF THE ROOM, FALL PROTECTION SHALL BE INSTALLED AND SHALLCOMPLY WITH ASTM F 2090 PER IRC SECT. R312.2.1 EXCEPTION 2.