HomeMy WebLinkAbout3267 Gray Street-I PERSPECTIVE
"ATI work shall comply with the 2018 IRC, 2020
NEC and City of Wheat Ridge Municipal Codes"
Solar- Ready Provisions Per T103.9, T103.9 (RAI 03.7) Electrical
service space. The main electrical panel shall have a reserved
space to allow installation of a dual pole circuit breaker for future
solar electric installation and shall be labeled "For Future Solar
Electric". The reserved space shall be positioned at the opposite
(load) end from the input feeder location or the main breaker.
Project must comply with 2018 IRC Appendix F for Radon Control
Methods
'Approved construction plans, and documents
shall be on-site for all inspections.
"Work shall not be covered or concealed without
,inspection.
'REV lrwm MR CAME COMPULNiCr-
mesedra a ware rame.m am dre eppl abR
have m Mta at Me bre 0 ousi Raazoname
eaorz cow �in alreaure mr ode cri re,.
memrni aMeseaxumm¢ draw m M
onwnred to be a paa•r a, w ar aRprv+ai o ber
Notion W rare sam,leal cots, odv[gerr
memmen¢ Aram.
Man Rldever acres,
ve W 33rd Ave W 33rd Ave
PER
Is
W 34th Ave W 341h Ave
j1 11.1 ui j i
VA
2
END W 33rd Ave
Do
SITE: 3267 GRAY ST
d- bb (fray b -I, Wheat
r - d"e, CO 80212
' 201�in drive - home
Mortell Consulting
0
W 33rd Ave
O V
EJ ❑ P
Z Sons of Italy
V
d
iv
7 � u a
Ave �
E
CORRIGHT POOL C0wTScS SOCHI PC ALL ROETTS RESERVED ND ReMPERDRODSON OR ME WITHOUT ORITTEN CONSENT
Ll
Is y
time as the work as been completed to the satisfaction of the City.
Refer to additional redlined comments found on Sheet A002.
Prior to issuance of the C.O., a Grading Certification Letter shall be
required from the Engineer of Accord certifying that the final grading
has been completed and the drainage and added impervious surface is
in general conformance with the Drainage Letter from Baseline
Engineering approved on June 22, 2018.
Mark Skelskey, Development Review Engineer, 11/02/2021
1
W 33rd Ave W 33rd Ave
0
Iglesia Bautista
Wheat Ridge
0
EF I I uu u
sa
0 W 32nd Ave
N d
� o
(Ki
+
A
y
All landscaping shall be in conformance with Section
26-502 of the Zoning and Development Code.
All landscaping shall be insm0ed in accordance with the
Prior to project completion or granting approved landscape plan prior to issuance of a C.O. If
Reviewed for Zoning comp) anee by the 04a of a Certificate of Occupmcy, an As- landscaping carrot he installed prior in C.O., a landscape
My of wheat Ridge Planning Division Built Survey or Improvement Survey escrow agreement with financial guarantee in the amount
APPROVED - Plat shall be submitted to the City. of 125% of the cost of the installation Shall be regoired.
/�f� and co C ,neon i is responsible for locatingaccording
to property lines GRAY S T LOT 2 I,��•
By: IN and constructing improvements according m [he approved
October 1!f!2021 plan and required development standards. The City is not DATE:responsible for inaccurate information submitted within Ibe -
COMMENTS: Approved with the plan set and my construction errors resulting from L
following conditions inaccurate information. 3267 GRAY ST -
The Fast 25' ofa driveway, from Ne misting
As part of the foundation inspections and PRIOR TO edge of pavement into the site shall be WHEAT RIDGE C O 80212
proceeding with any further constmetioNlnspecdons, a swfaced with concrete, asphalt, brick paver /
completed, signed and sealed, Foundation Setback and - or annular maredal. Contact Dept of Public
Elevation Certification shall be submined to the City for Works for ROW Permit 303-235-2861.
review. The certification form shall be fully completed by. Prior W issuance of a CQ I trees) shall be
a Professional Land Surveyor licensed in the state of Planted within the front setback.
Colorado'stabngthat(hefoundation was constructed in ISSUED FOR REVIEW 09-21-21
compliance with all applicable minimum setback and In addition, no less than nomay-five percent (25%) of the
elevation requirements of the City. USE CITY'S gross lot area and no less than one hundred percent (100%) -
STANDARD FORM. of the front yard shall be landscaped.
SHEET LIST PROJECT CONTACT CODE INFORMATION
ANT COVERPAGE 09/21/21 OWNER: HARTWOOD HOMES PROJECT NAME: GRAY ST LOT 2 RESIDENCE
A002 SITE PLAN 09/21/21 TYLER DIVINE
A003 SCHEDULES 09/21/21 BRENT METZ PROJECT DESCRIPTION. NEW, 3- STORY ABOVE GRADE SINGLE
TYLERDE ARTWOODHOME.COM FAMILY RESIDENCE WITH BASEMENT,
AW4 IECC DOCS 09/21121 303-902-7197 ROOFTOP PATIO, AND ATTACHED 2 -CAR
A100 BASEMENT PLAN 09/21/21 GARAGE
A101 FIRST FLOOR 09/21121 ARCHITECT: KOCH COVOTSOS ARCHITECTS PROJECT ADDRESSES: 3267 GRAY ST
A102 SECOND FLOOR -M2121 CONTACT: CASSANDRACOVOTSOS WHEAT RIDGE, GO 80212 -U
USMNDRAQKC-ARCH.COM
A103 'THIRD FLOOR 092121 303-780-]850 NEIGHBORHOOD: 2412 LAKESIDE STEWART GARDENS,
A104 T.O.C.&T.O.P. 092121 OLINGERGARDENS
ANT BASEMENT RCP 092121 STRUCTURAL ENGINEER: TSQUARED STRUCTURAL ENGINEERING N
A202 FIRST FLOOR RCP 092121 P.O. BOX 7821 GOVERNING CODES:'. CITY OF WHEAT RIDGE ( �
A203 -SECOND & THIRD FL RCP -.092121 LOVELAND, CO 80537 2018 IRC, IPC, IMC, IFC, IECC l'.!
A301 ELEVATIONS 092121 970-622-9324 2017 NEC o0
C0
A302 ELEVATIONS 092121 L1..1 > p
ZONING: R -IC, RESIDENTIAL -ONE CDISTRICi a- Q O
A401 BUILDING SECTIONS 092121 CIVIL ENGINEER: ALLIANCE CONSULTING W
I N
16415 WEST 85TH UNE, UNIT B H O W
A402 BUILDING SECTIONS 092121 MAX HEIGHT ALLOWED: 35'-0' I
720-62ARNADA,15 80007 CA U
A403 BUILDING SECTIONS 092121 MAX BUILDING COVERAGE: 40% V w p
A501 DETAILS 092121 ]20-625-1511 d'
MIN LOT AREA REQUIRED: 5,000 SF w m
A502 DETAILS 092121 MIN FRONT SETBACK: 20'-0' ce 00 >
AWB )ECC DETAILS 092121 MIN SIDE SETBACK: 5'0"
MIN REAR SETBACK 5'-0' n ❑
BUU(PWHB 15-0", THEN SLOPEDAT --(n
45 DEGRESS TO 35'-0' O
LOT AREA: 7,019.96 SF - (n
0.161 ACERS
BLDG AREA. FIRST FLOOR: 1,303 SF .0
GARAGE: 484 SF
COVERED PATIO: 252SF O
SECOND FLOOR: 1,391 SIF 0
THIRD FLOOR. 209 SF
TOTAL ABOVE GRADE: 2,903 SF
GENERAL NOTES SYMBOLS BASEMENT (FINISHED). 1,1815`
TOTAL FINISHED AREA: 4,084 O
I. DIMENSIONS OF PLANS ARE FINISH DIMENSIONS, UNLESS NOTED ADA ACCESSIBLE
OTHERWISE AFF ABOVE FINISH FLOOR as OF STORIES: 3 LEVEISABOVE GRADE
2. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES AND BD BOARD ROOFTOP PATIO
ORDINANCES CURRENTLY ADOPTED BY THE GOVERNING.' - CL CLEAR 1 LEVEL BELOW GRADE
JURISDICTION. QUESTIONS ON COMPLIANCE SHALL BE DIRECTED TO CONC CONCRETE 33'-25/8'FROM PROPOSED BLDG. HEIGHT
THE ARCHITECT IN WRITING PRIOR TO CONSTRUCTION. - DF DRINKING FOUNTAIN 35'-O'"ALLOWABLE BUILDING HEIGHT
3. GC SHALL PROVIDE BLOCKING AT ALL CABINET, AND MILLWORK ELEC ELECTRICAL
LOCATIONS. PROVIDE SHOP DRAWINGS TO LOCATE BLOCKING AND (E) EXISTING PARKING. ATTACHED 2 -CAR GARAGE
COORDINATE WITH OWNER FEC FIRE EXTINGUISHER CABINET
4. GC SHALL PROVIDE TEMPERED SAFETY GLAZING IN HA6SARDOU5 GYP GYPSUM
LOCATIONS PER IBC He HOSE BIB
5. GC SHALL PROVIDE CODE REQUIRED SIGNAGE IN) NEW N
OC ON CENTER r
6. GC SHALL PROVIDE AND INSTALL SPRINKLER AND ALARM DESIGN AND ryp TYPICAL
SYSTEM PER CODE AS APPLICABLE (SEE CODE INFORMATION) N
T GO SHALL INCLUDE PERMIT FEES TO BE REIMBURSED BY OWNER TOW TOP DEW H O
Z ro
8. GC SHALL FIELD VERIFY BUILDING SYSTEMS AND DIMENSIONS AND DETAIL TAG on O
INFORM ARCHITECT OF ANY DEVIATIONS FROM PUNS m U
9. GC SHALL COORDINATE HOURS OF WORK WITH LANDLORD AND 1 o5 ru
BUILDING MANAGER A82 Z Y p
10. SECURITY SYSTEM, TELEPHONE AND DATA NOT IN SCOPE OR PERMIT j
REQUEST
11. ALL GYP BD FINISH SHALL BE SLICK LEVEL FOUR FINISH IN OCCUPIED WALL TYPE SEE SCH �1 ^ W
SPACES - LI N S
12, ALL CONSTRUCTION SHALL BE USING NON-COMBUSTABLE MATERIALS- '0 M3
UNLESS AS EXCEPTED BY IBC 603 (SEE CODE INFORMATION) ���\\\ - 1
13. ANY DEVICE, FIXTURE OR BUILDING ELEMENT FOUND ON ONE SHEET WALL SECTIONBUILDERS PLAN NOTE
OF THE CONSTRUCTION DOCUMENTS IS TO BE ASSUMED INCLUDED AM1.1 0
IN THE SCOPE OF WORK EVEN IF NOT FULLY COORDINATED WITH THE fn
REST OF THE DRAWING SET. GCSHALLINCLUDEINPRICEANDASK THESE DOCUMENTS ARE 'BUILDERS PUNS'. THE CONTRACTOR WARRANTS
QUESTIONS TO CLARIFY O TO THE ARCHITECT THAT HE POSSESS THE PARTICULAR COMPETENCE AND ',
14. ANY ELECTRICAL DEVICE OR FIXTURE SHOWN ON THE DRAWINGS THAT WALL TAG SKILL IN CONSTRUCTION NECESSARY TO BUILD THIS PROJECT WITHOUT
REQUIRES POWER TO OPERATE SHALL BE INCLUDED IN THE SCOPE OF FULL ENGINEERING AND ARCHITECTURAL SERVICES, AND, FOR THE REASON
WORK WITH POWER REGARDLESS IF SHOWN ON ELECTRICAL. THAT THE CONTRACTOR WISHES TO RELY UPON HIS OWN COMPETENCE, / 11
DRAWINGS iB THE CONTRACTOR OR OWNER HAS RESTRICTED THE ARCHITECTS SCOPE 0J
15, SUBCONTRACTORS SHALL READ ALL PAGES OF THE DRAWING SET AND DETAIL KEY OF PROFESSIONAL SERVICES. IN RELIANCE ON THE CONTRACTOR'S
CLARIFY QUESTIONS THROUGH THE GC �'S WARRANTY AND AT THE EXPRESS REQUEST OF THE CONTRACTOR OR
16. ROOF PENETRATIONS SHALL BE INCLUDED AND COORDINATED WITH OWNER, THE ARCHITECT HAS UNDERTAKEN A LIMITED SCOPE OF
LANDLORD'S ROOFING CONTRACTOR TO MAINTAIN WARRANTEE COLUMN BUBBLED PROFESSIONAL SERVICES. THE CONSTRUCTION DOCUMENTS PROVIDED BY
17, DO NOT MAKE ANY CUTS TO BUILDING ELEMENTS WITHOUT THE LIMITED SERVICES SHALL BE TERMED'BUI LDER'S PLAINS" IN
VERIFYING THAT IT IS OR IS NOT ASTRUCTURAL ELEMENT. THIS ELEVATION MARKRECOGNITION OF THE CONTRACTOR'S SOPHISTICATION. CONSTRUCTION
INCLUDES BEAMS, ROOF DECK, MASONRY WALLS AND THE CONCRETE Fes'_ WILL REQUIRE THAT THE CONTRACTOR ADAPT THE 'BUILDERS PLANS TO
SUB THE FIELD CONDITIONS ENCOUNTERED AND MAKE LOGICAL ADJUSTMENT
DOOR NUMBER SEE SCH 701 IN FIT, FORM,DIMENSION, AND QUANTITY THAT ARE TREATED ONLY
18, SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION - GENERALLY BY THE 'BUILDERS PLANS" IN THE EVENT THAT ADDITIONAL
19. ALL PRODUCTS SHALL BE INSTALLED, AT A MINIMUM, PER THE NOTE GENERAL DETAI L OR GUIDANCE IS NEEDED BY THE CONTRACTOR OR OWNER FOR
MANUFACTURER'S INSTALLATION INSTRUCTION. PLEASE CONTACT NOTE
CONSTRUCTION OFANY AILURE OF THE PROJECT OICESMME BELIEVE ARCHITECTVDMINIMUM
2 DISCREPANCIESO BUILDIHE NGS
5'-81/4° NOTIFY
HITHE
CTARCHITECT.
RESPONSIBILITY
iOGIVE ORTASIMPLE
CONSEQUENCES,
LL ANYELIEVE
20 PROVIDE MINIMUM 2%SLOPE AWAY FROM BUILDINGS AND - DIMENSION } {" THE
REPAN DISCREPANCY
AMBIGUITY
VERTHf Y THE USE OFT HESE PL
FOUNDATION AT ALL PATIOS, STOOPS, AND WALKWAYS SHALL E REPORTED
IMM Wtt ELY O THE ARCHITECT.
E T. CHANGES
ESE PLANS CHECKED BY CC
21 PROVIDE DOWNSPOUTS WITH EXTENSIONS THAT DIRECT FLOWAWAV SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. CHANGES MADE DRAWN BY CC
FROM EXTERIOR FACE OF FOUNDATION WALL 5' 0' MIN MATERIAL DESIGNATION SEE SCH CPT7 FROM THE PUNS WITHOUT THE CONSENT OF THE ARCHITECT ARE 09/21/21
UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR
22 PROVIDE MINIMUM 10% SLOPE AWAY FROM STRUCTURES AND 1 ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
FOUNDATIONS FOR A MINIMUM OF 5'-X No
INTERIOR ELEVATIONS Decd 'o Date
23 BETWEEN
COORDINATE TOP AND BOTTOM OFFOUNDATION
RAW) WALL HEIGHTS 2 4
ARCHITECT OFAYDISNAND ANCIES STRUCTURAL DRAWINGS. NOTIFY SHEET
ARCHITECT OF ANY DISCREPANCIES DETAIL ---/A
24 GRACEDAMISPROOF EXTERIOR OF FOUNDATION WALLS BELOW FINISHED
GRADE
25 PROVIDE PERIMETER DRAIN SYSTEM, RE: SOILS REPORT ROOM NUMBER 101
26 ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE DOUBLE RECEPTACLE -�
TREATED. ENERGY CODE
27 FRONT ENTRY STEPS AND REAR PATIO TO BE POURED IN PUCE QUAD RECEPTACLE � - -
CONCRETE
28 EXTERIOR RAILINGS SHALL BE POWDER. COATED, DESIGNED BY THIRD (2) DATA RECEPTACLECOVER PAGE
PARTY CLIMATE ZONE: 5B
29 PER IRC 302.7, ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED AIR WRIER OPTIONS AIR BARRIER PERMEABILITY
WITH 1/2" GYPSUM BOARD. (1) TELEPHONE RECEPTACLE D
OPAQUE THERMAL ENVELOPE
ALUE METH COMPONENT
30 MAIN ELECTRICALURES SERVICE
ARPANEL
ELECTRIC'.
HAVEARESERVED
DSPAC SHALL
SPOT ELEVATION 9]'A" —� MINIMUM REQUIREMENTS, R -VALUE METHOD: ♦ oo
LABELED FOR FUTURE SOUR ELECTRIC". RESERVED SPACE SHALL BE H
POSITIONED AT FEEL OPPOSITE END FROM THE INPUT FEEDER SEE A006 FOR MORE INFORMATION
LOCATION OR MAN CIRCUIT LOCATION.
Permit may be ISSUED with the following conditions:
Reviewed by the City N Whets Ridge 1641,I.
The Applicant shall either agree to reconstruct the existing
EngineeringDivision
1/9r
_substandard improvements to bring them into conformance with
APPROVED
current standards, OR
2. The Applicant shall provide funds in the amount of $1,624 in lieu of
BY: MAS, Development Review Engineer
construction of the improvements.
DATE: 11/02/2021
3. if the Applicant wishes to have the Building Permit issued without
providing the fees in lieu as stated in item #2 above, the Applicant
orac.,umrtn
COMMENTS " nro waft CC err nPdaad
hereby agrees to perform the reconstruction of said improvements and
MR Required PdwWaay.M.allw co. rwllw bwwm`e,
under stands the Certificate of Coca ane shall be withheld until such
W 34th Ave W 341h Ave
j1 11.1 ui j i
VA
2
END W 33rd Ave
Do
SITE: 3267 GRAY ST
d- bb (fray b -I, Wheat
r - d"e, CO 80212
' 201�in drive - home
Mortell Consulting
0
W 33rd Ave
O V
EJ ❑ P
Z Sons of Italy
V
d
iv
7 � u a
Ave �
E
CORRIGHT POOL C0wTScS SOCHI PC ALL ROETTS RESERVED ND ReMPERDRODSON OR ME WITHOUT ORITTEN CONSENT
Ll
Is y
time as the work as been completed to the satisfaction of the City.
Refer to additional redlined comments found on Sheet A002.
Prior to issuance of the C.O., a Grading Certification Letter shall be
required from the Engineer of Accord certifying that the final grading
has been completed and the drainage and added impervious surface is
in general conformance with the Drainage Letter from Baseline
Engineering approved on June 22, 2018.
Mark Skelskey, Development Review Engineer, 11/02/2021
1
W 33rd Ave W 33rd Ave
0
Iglesia Bautista
Wheat Ridge
0
EF I I uu u
sa
0 W 32nd Ave
N d
� o
(Ki
+
A
y
All landscaping shall be in conformance with Section
26-502 of the Zoning and Development Code.
All landscaping shall be insm0ed in accordance with the
Prior to project completion or granting approved landscape plan prior to issuance of a C.O. If
Reviewed for Zoning comp) anee by the 04a of a Certificate of Occupmcy, an As- landscaping carrot he installed prior in C.O., a landscape
My of wheat Ridge Planning Division Built Survey or Improvement Survey escrow agreement with financial guarantee in the amount
APPROVED - Plat shall be submitted to the City. of 125% of the cost of the installation Shall be regoired.
/�f� and co C ,neon i is responsible for locatingaccording
to property lines GRAY S T LOT 2 I,��•
By: IN and constructing improvements according m [he approved
October 1!f!2021 plan and required development standards. The City is not DATE:responsible for inaccurate information submitted within Ibe -
COMMENTS: Approved with the plan set and my construction errors resulting from L
following conditions inaccurate information. 3267 GRAY ST -
The Fast 25' ofa driveway, from Ne misting
As part of the foundation inspections and PRIOR TO edge of pavement into the site shall be WHEAT RIDGE C O 80212
proceeding with any further constmetioNlnspecdons, a swfaced with concrete, asphalt, brick paver /
completed, signed and sealed, Foundation Setback and - or annular maredal. Contact Dept of Public
Elevation Certification shall be submined to the City for Works for ROW Permit 303-235-2861.
review. The certification form shall be fully completed by. Prior W issuance of a CQ I trees) shall be
a Professional Land Surveyor licensed in the state of Planted within the front setback.
Colorado'stabngthat(hefoundation was constructed in ISSUED FOR REVIEW 09-21-21
compliance with all applicable minimum setback and In addition, no less than nomay-five percent (25%) of the
elevation requirements of the City. USE CITY'S gross lot area and no less than one hundred percent (100%) -
STANDARD FORM. of the front yard shall be landscaped.
SHEET LIST PROJECT CONTACT CODE INFORMATION
ANT COVERPAGE 09/21/21 OWNER: HARTWOOD HOMES PROJECT NAME: GRAY ST LOT 2 RESIDENCE
A002 SITE PLAN 09/21/21 TYLER DIVINE
A003 SCHEDULES 09/21/21 BRENT METZ PROJECT DESCRIPTION. NEW, 3- STORY ABOVE GRADE SINGLE
TYLERDE ARTWOODHOME.COM FAMILY RESIDENCE WITH BASEMENT,
AW4 IECC DOCS 09/21121 303-902-7197 ROOFTOP PATIO, AND ATTACHED 2 -CAR
A100 BASEMENT PLAN 09/21/21 GARAGE
A101 FIRST FLOOR 09/21121 ARCHITECT: KOCH COVOTSOS ARCHITECTS PROJECT ADDRESSES: 3267 GRAY ST
A102 SECOND FLOOR -M2121 CONTACT: CASSANDRACOVOTSOS WHEAT RIDGE, GO 80212 -U
USMNDRAQKC-ARCH.COM
A103 'THIRD FLOOR 092121 303-780-]850 NEIGHBORHOOD: 2412 LAKESIDE STEWART GARDENS,
A104 T.O.C.&T.O.P. 092121 OLINGERGARDENS
ANT BASEMENT RCP 092121 STRUCTURAL ENGINEER: TSQUARED STRUCTURAL ENGINEERING N
A202 FIRST FLOOR RCP 092121 P.O. BOX 7821 GOVERNING CODES:'. CITY OF WHEAT RIDGE ( �
A203 -SECOND & THIRD FL RCP -.092121 LOVELAND, CO 80537 2018 IRC, IPC, IMC, IFC, IECC l'.!
A301 ELEVATIONS 092121 970-622-9324 2017 NEC o0
C0
A302 ELEVATIONS 092121 L1..1 > p
ZONING: R -IC, RESIDENTIAL -ONE CDISTRICi a- Q O
A401 BUILDING SECTIONS 092121 CIVIL ENGINEER: ALLIANCE CONSULTING W
I N
16415 WEST 85TH UNE, UNIT B H O W
A402 BUILDING SECTIONS 092121 MAX HEIGHT ALLOWED: 35'-0' I
720-62ARNADA,15 80007 CA U
A403 BUILDING SECTIONS 092121 MAX BUILDING COVERAGE: 40% V w p
A501 DETAILS 092121 ]20-625-1511 d'
MIN LOT AREA REQUIRED: 5,000 SF w m
A502 DETAILS 092121 MIN FRONT SETBACK: 20'-0' ce 00 >
AWB )ECC DETAILS 092121 MIN SIDE SETBACK: 5'0"
MIN REAR SETBACK 5'-0' n ❑
BUU(PWHB 15-0", THEN SLOPEDAT --(n
45 DEGRESS TO 35'-0' O
LOT AREA: 7,019.96 SF - (n
0.161 ACERS
BLDG AREA. FIRST FLOOR: 1,303 SF .0
GARAGE: 484 SF
COVERED PATIO: 252SF O
SECOND FLOOR: 1,391 SIF 0
THIRD FLOOR. 209 SF
TOTAL ABOVE GRADE: 2,903 SF
GENERAL NOTES SYMBOLS BASEMENT (FINISHED). 1,1815`
TOTAL FINISHED AREA: 4,084 O
I. DIMENSIONS OF PLANS ARE FINISH DIMENSIONS, UNLESS NOTED ADA ACCESSIBLE
OTHERWISE AFF ABOVE FINISH FLOOR as OF STORIES: 3 LEVEISABOVE GRADE
2. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES AND BD BOARD ROOFTOP PATIO
ORDINANCES CURRENTLY ADOPTED BY THE GOVERNING.' - CL CLEAR 1 LEVEL BELOW GRADE
JURISDICTION. QUESTIONS ON COMPLIANCE SHALL BE DIRECTED TO CONC CONCRETE 33'-25/8'FROM PROPOSED BLDG. HEIGHT
THE ARCHITECT IN WRITING PRIOR TO CONSTRUCTION. - DF DRINKING FOUNTAIN 35'-O'"ALLOWABLE BUILDING HEIGHT
3. GC SHALL PROVIDE BLOCKING AT ALL CABINET, AND MILLWORK ELEC ELECTRICAL
LOCATIONS. PROVIDE SHOP DRAWINGS TO LOCATE BLOCKING AND (E) EXISTING PARKING. ATTACHED 2 -CAR GARAGE
COORDINATE WITH OWNER FEC FIRE EXTINGUISHER CABINET
4. GC SHALL PROVIDE TEMPERED SAFETY GLAZING IN HA6SARDOU5 GYP GYPSUM
LOCATIONS PER IBC He HOSE BIB
5. GC SHALL PROVIDE CODE REQUIRED SIGNAGE IN) NEW N
OC ON CENTER r
6. GC SHALL PROVIDE AND INSTALL SPRINKLER AND ALARM DESIGN AND ryp TYPICAL
SYSTEM PER CODE AS APPLICABLE (SEE CODE INFORMATION) N
T GO SHALL INCLUDE PERMIT FEES TO BE REIMBURSED BY OWNER TOW TOP DEW H O
Z ro
8. GC SHALL FIELD VERIFY BUILDING SYSTEMS AND DIMENSIONS AND DETAIL TAG on O
INFORM ARCHITECT OF ANY DEVIATIONS FROM PUNS m U
9. GC SHALL COORDINATE HOURS OF WORK WITH LANDLORD AND 1 o5 ru
BUILDING MANAGER A82 Z Y p
10. SECURITY SYSTEM, TELEPHONE AND DATA NOT IN SCOPE OR PERMIT j
REQUEST
11. ALL GYP BD FINISH SHALL BE SLICK LEVEL FOUR FINISH IN OCCUPIED WALL TYPE SEE SCH �1 ^ W
SPACES - LI N S
12, ALL CONSTRUCTION SHALL BE USING NON-COMBUSTABLE MATERIALS- '0 M3
UNLESS AS EXCEPTED BY IBC 603 (SEE CODE INFORMATION) ���\\\ - 1
13. ANY DEVICE, FIXTURE OR BUILDING ELEMENT FOUND ON ONE SHEET WALL SECTIONBUILDERS PLAN NOTE
OF THE CONSTRUCTION DOCUMENTS IS TO BE ASSUMED INCLUDED AM1.1 0
IN THE SCOPE OF WORK EVEN IF NOT FULLY COORDINATED WITH THE fn
REST OF THE DRAWING SET. GCSHALLINCLUDEINPRICEANDASK THESE DOCUMENTS ARE 'BUILDERS PUNS'. THE CONTRACTOR WARRANTS
QUESTIONS TO CLARIFY O TO THE ARCHITECT THAT HE POSSESS THE PARTICULAR COMPETENCE AND ',
14. ANY ELECTRICAL DEVICE OR FIXTURE SHOWN ON THE DRAWINGS THAT WALL TAG SKILL IN CONSTRUCTION NECESSARY TO BUILD THIS PROJECT WITHOUT
REQUIRES POWER TO OPERATE SHALL BE INCLUDED IN THE SCOPE OF FULL ENGINEERING AND ARCHITECTURAL SERVICES, AND, FOR THE REASON
WORK WITH POWER REGARDLESS IF SHOWN ON ELECTRICAL. THAT THE CONTRACTOR WISHES TO RELY UPON HIS OWN COMPETENCE, / 11
DRAWINGS iB THE CONTRACTOR OR OWNER HAS RESTRICTED THE ARCHITECTS SCOPE 0J
15, SUBCONTRACTORS SHALL READ ALL PAGES OF THE DRAWING SET AND DETAIL KEY OF PROFESSIONAL SERVICES. IN RELIANCE ON THE CONTRACTOR'S
CLARIFY QUESTIONS THROUGH THE GC �'S WARRANTY AND AT THE EXPRESS REQUEST OF THE CONTRACTOR OR
16. ROOF PENETRATIONS SHALL BE INCLUDED AND COORDINATED WITH OWNER, THE ARCHITECT HAS UNDERTAKEN A LIMITED SCOPE OF
LANDLORD'S ROOFING CONTRACTOR TO MAINTAIN WARRANTEE COLUMN BUBBLED PROFESSIONAL SERVICES. THE CONSTRUCTION DOCUMENTS PROVIDED BY
17, DO NOT MAKE ANY CUTS TO BUILDING ELEMENTS WITHOUT THE LIMITED SERVICES SHALL BE TERMED'BUI LDER'S PLAINS" IN
VERIFYING THAT IT IS OR IS NOT ASTRUCTURAL ELEMENT. THIS ELEVATION MARKRECOGNITION OF THE CONTRACTOR'S SOPHISTICATION. CONSTRUCTION
INCLUDES BEAMS, ROOF DECK, MASONRY WALLS AND THE CONCRETE Fes'_ WILL REQUIRE THAT THE CONTRACTOR ADAPT THE 'BUILDERS PLANS TO
SUB THE FIELD CONDITIONS ENCOUNTERED AND MAKE LOGICAL ADJUSTMENT
DOOR NUMBER SEE SCH 701 IN FIT, FORM,DIMENSION, AND QUANTITY THAT ARE TREATED ONLY
18, SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION - GENERALLY BY THE 'BUILDERS PLANS" IN THE EVENT THAT ADDITIONAL
19. ALL PRODUCTS SHALL BE INSTALLED, AT A MINIMUM, PER THE NOTE GENERAL DETAI L OR GUIDANCE IS NEEDED BY THE CONTRACTOR OR OWNER FOR
MANUFACTURER'S INSTALLATION INSTRUCTION. PLEASE CONTACT NOTE
CONSTRUCTION OFANY AILURE OF THE PROJECT OICESMME BELIEVE ARCHITECTVDMINIMUM
2 DISCREPANCIESO BUILDIHE NGS
5'-81/4° NOTIFY
HITHE
CTARCHITECT.
RESPONSIBILITY
iOGIVE ORTASIMPLE
CONSEQUENCES,
LL ANYELIEVE
20 PROVIDE MINIMUM 2%SLOPE AWAY FROM BUILDINGS AND - DIMENSION } {" THE
REPAN DISCREPANCY
AMBIGUITY
VERTHf Y THE USE OFT HESE PL
FOUNDATION AT ALL PATIOS, STOOPS, AND WALKWAYS SHALL E REPORTED
IMM Wtt ELY O THE ARCHITECT.
E T. CHANGES
ESE PLANS CHECKED BY CC
21 PROVIDE DOWNSPOUTS WITH EXTENSIONS THAT DIRECT FLOWAWAV SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. CHANGES MADE DRAWN BY CC
FROM EXTERIOR FACE OF FOUNDATION WALL 5' 0' MIN MATERIAL DESIGNATION SEE SCH CPT7 FROM THE PUNS WITHOUT THE CONSENT OF THE ARCHITECT ARE 09/21/21
UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR
22 PROVIDE MINIMUM 10% SLOPE AWAY FROM STRUCTURES AND 1 ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
FOUNDATIONS FOR A MINIMUM OF 5'-X No
INTERIOR ELEVATIONS Decd 'o Date
23 BETWEEN
COORDINATE TOP AND BOTTOM OFFOUNDATION
RAW) WALL HEIGHTS 2 4
ARCHITECT OFAYDISNAND ANCIES STRUCTURAL DRAWINGS. NOTIFY SHEET
ARCHITECT OF ANY DISCREPANCIES DETAIL ---/A
24 GRACEDAMISPROOF EXTERIOR OF FOUNDATION WALLS BELOW FINISHED
GRADE
25 PROVIDE PERIMETER DRAIN SYSTEM, RE: SOILS REPORT ROOM NUMBER 101
26 ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE DOUBLE RECEPTACLE -�
TREATED. ENERGY CODE
27 FRONT ENTRY STEPS AND REAR PATIO TO BE POURED IN PUCE QUAD RECEPTACLE � - -
CONCRETE
28 EXTERIOR RAILINGS SHALL BE POWDER. COATED, DESIGNED BY THIRD (2) DATA RECEPTACLECOVER PAGE
PARTY CLIMATE ZONE: 5B
29 PER IRC 302.7, ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED AIR WRIER OPTIONS AIR BARRIER PERMEABILITY
WITH 1/2" GYPSUM BOARD. (1) TELEPHONE RECEPTACLE D
OPAQUE THERMAL ENVELOPE
ALUE METH COMPONENT
30 MAIN ELECTRICALURES SERVICE
ARPANEL
ELECTRIC'.
HAVEARESERVED
DSPAC SHALL
SPOT ELEVATION 9]'A" —� MINIMUM REQUIREMENTS, R -VALUE METHOD: ♦ oo
LABELED FOR FUTURE SOUR ELECTRIC". RESERVED SPACE SHALL BE H
POSITIONED AT FEEL OPPOSITE END FROM THE INPUT FEEDER SEE A006 FOR MORE INFORMATION
LOCATION OR MAN CIRCUIT LOCATION.
£o'
BASE PLANE CALCULATIONS
NORTH LOT LINE- MIDPOINT ELEVATION 5473.46'
SOUTH LOT LINE- MIDPOINT ELEVATION 5073.19'
WEST LOT LINE- MIDPOINT ELEVATION 5070.38'
EAST LOT LINE- MIDPOINT ELEVATION 5474.62'
TOTAL 21,891.6514 = 5,472.91' (5,472'-19 718")
ZONING DATA
R-10, RESIDENTIAL -ONE C DISTRICT
1,303 SF FIRST FL
REQUIRED
PROPOSED
MAX HEIGHT ALLOWED:
35'-0"
33'-2518'
MAX BUILDING COVERAGE:
40%
32.63% (SEE DATA BELOW)
MIN LOT AREA REQUIRED:
5,000 SF
6,946.025E
MIN FRONT SETBACK:
2[l
20' -1 -
MIN SIDE SETBACK:
IMPERVIOUS AREA 2219 SF
NORTH
5'-0'
S'-87RE(AT GARAGE)
SOUTH
5'-0'
6'4 14' (AT OFFICE)
MIN REAR SETBACK:
5'-0'
ST-] 518' (AT REAR STEPS)
BULK PLANE: 16-01 THEN SLOPED AT 65 DEGRESS TO 35-4-
1,303 SF FIRST FL
484 SF GARAGE
865E COVERED PATIO
322 SF DRIVEWAY
24 SF ENTRY STEPS
2,219 SF IMPERVIOUS
LOT SIZE 6,946.02 SF
<2,265 maximum allowable per Lot
IMPERVIOUS AREA 2219 SF
OK, MAS 11/02/2021
LOT COVERAGE 31.95%
V of
LLJ
1 N
N
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Existing
Ground
I r2
O
Grade rade ADJACENT PROPERTY
3279 GRAY ST m O
G\\VVVV//
RudiT
e n a wale rssadil A
e per evm
UNDER SEPARATE PERMIT �+
6" direnwrrunorr ry(lam Wjoining
Long. slope shall SWALE DETAIL A -A suss. 11/0P°a"1'tTMP) U
be a min. 1 %. NAg, uroz2a21 m
No Scale �
PROPERTY LINE 130.08• BULK PLANE: (5473.23'+54]4.26'+54]2.24'+5469.02y4=5,472.19' 3 U
x O
L w , SLOPE AWAY 54]3.46' _--�i—_---_—_—_—_—_—_—`i_ 20'-O'FRONT SETBACK
O �---------�--------- --- Arm% --------- 3
5474.
r -o^
�1 WINDOW WELL
I I 5474.36'. W
r —.O----------
ADJACENTPROPERTY 1 ` 1
3270 HARLAN ST I ¢ A CDOT Type 3 ADA -Compliant driveway shall
r
�o — — —
5' o' ` 1. - o 10- 4 I 114" 11'-0" be constructed with this project (refer to sheet 4 w
I 4 I of CDOT M-609-1 standards). If fees in lieu are
LANDSCAPING BY OTHERS J �I c w FN
P 4
1 u I 114' / 1'-0' I m z P forme remainder e ay re sired z ca
�. o.
improvements, the driveway must still be
W F — I v constructed to comply with federal regulations. m
r 114 11'{1" P Y 8u
6.946 SF LOT 1 0 rn
5a]oae• - I 114"1 P-0• 3 -STORY STUCCO & SIDING r I sma.ae' w o
I = I SINGLE FAMILY HOUSE I c� N o k9
20'-1•'PL-BLDG 547462'
L — — — — — — 3267 GRAY STREET J
"TOPOGRAPHY SHOWN IS EXISTING ZONED R -IC
I I LOT 1' -to.., —,I� w� m O m3
I `
L ---S ----1
1/4^11-4^
N
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114^iro' -rn }
N
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11 -w w w' W W W_ --W W1 UI
O
A GAS r .. GAS GAS GAy ; rn
aul �i
ADJACENT PROPERTY o- LO
w-- a _ _— ________ ________ _—___—_—_—��. y,,_ _—___—_ 'Vy _fid
3242 HARLAN ST w a ° 5473.19' T 10% -� Substandard existing curb, gutter, and sidewalk
m g is must be reconstructed in accordance with
m
A 138 8T (1) TREE REQUIRED IN � CDOT M-609-1 standards (Type 2 (Section
FRONT SETBACK IIB) with 5' sidewalk) with this project, or fees
rom in the amount of $1,624 in lieu of constructed
d'SCHEDULE Q PVC PIPE
WINDOW WELL NSEWER LINE, shall be Pvided at time of Permit issuance.
amemalwlx scents pvdeua aAm SCHEDULE m � rn
aircn roof ,tuff away fmm saoining
dna"°""a'n p'ni =P,) 2 -WAY CLEAN OUTS Build curb, gutter, sidewalk per City of Wheal CHECKED BY CC
REM, 10/272021 Ridge Cross -Section L2P: 2 -Lane Local with DRAWN BY CC
ADJACENT PROPERTY The that 25' ofa driveway from the existing Parking with back of walk 2' of ROW line. 09/21/21
3253 GRAY ST edge ofpavemeut into the site shall be 3 y
UNDER SEPARATE PERMIT surfaced with concrete, asphalt, brick paver MAS, 11/02/2021 No
or similar material. Contact Deptof Public Diecriplion Date
Works for ROW Permit 303-235-2861.
Prior to issuance of a CO, I Metal shall be
/1 SITLTE planted within the front setback.
= 1'-0" In addition, no less (ban twenty-five percent (25%) of the
Ai -02 gross lot area and no less than one hundred percent (100°/")
critic front yard shall be landscaped.
No more than sky (50) percent of the total landscaped cover#e
on the lot shall be comprised of turf. The use of low water $ITE PLAN
demand turf varieties such as buffalo grass, blue grams grass
and tall fescue is encouraged.
A002
E
a
PER SCHEDULE
w
0
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x
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A
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PER SCHEDULE
DOOR TYPES
H
Q
PER SCHEDULE
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PERSCHEDULE
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PER SCHEDULEPERPERS- -
/ I
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LOCATION I WIDTH I HEIGHT
:E 3'-0" 8'-0"
DOOR SCHEDULE
4ME HARDWARE
UJI
~ U) n O
W W
MJ N Y C7 � y
MATERIAL
I FINISH
TYPE
J MATERIAL
I JAMB
I HEAD
z
A
T-0" X 6-6" FIXED
FIXED
2'- 6"
7'- 4"
VARIES
MULL WITH WINDOW TYPE "B"
B
2'-0" X 7'-0" FIXED
FIXED
NO
IPAINT
li
IWD
A003
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COMMENTS
le lATEMPER
la,r:lyla:a:aal:�
c���GQ•y�l�1LL'aILIIJ��1LL'a��■■O■■■
WIDTH
HEIGHT
HEIGHT
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A
T-0" X 6-6" FIXED
FIXED
2'- 6"
7'- 4"
VARIES
MULL WITH WINDOW TYPE "B"
B
2'-0" X 7'-0" FIXED
FIXED
Em
•
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MULL WITH WINDOW TYPE "C"
C
4'-0"X7'-0"FIXED
FIXED
4'-0"
T-0"
11
•11
0■0■■0
2'4" X 7'-0" FIXED
FIXED
2'- 4"
T- 0"
8'-6"
E
T-0" X 4'-0" FIXED
FIXED
3' - 0"
4'- 0"
13'-9"
TEMPER GLASS ABOVE DOOR
F
T-0" X 7'-0" FIXED
FIXED
3' - 0"
7'- 0"
11'-6"
G
2'-0" X 5'-8" FIXED
FIXED
GLASS
5'- 8"
6'-8"
TEMPER AT STAIR LOCATION
H
2'-6" X 4'-6" FIXED
FIXED
2' - 6"
4'- 6"
8'-0"
1
2'-6" X 4'-6" CASEMENT
CASEMENT
21- 6"
4'- 6"
8'-0"
BEDROOM EGRESS WINDOW
J
2'-6" X 2'-6" AWNING
:•• -1 0 900-m
I •f
: �r�,
8'-0"
TEMPER AT WET LOCATION
- _•.a����.0....
4'-0"
5'-0"
K
2'-6" X Z-6" FIXED
FIXED
2' - 6"
„- : _
WINDOW SCHEDULE
HARK
DESCRIPTIONS
INRAD
OPERATON
WIDTH
HEIGHT
HEIGHT
z
A
T-0" X 6-6" FIXED
FIXED
2'- 6"
7'- 4"
VARIES
MULL WITH WINDOW TYPE "B"
B
2'-0" X 7'-0" FIXED
FIXED
2' - 0"
7'- 0"
8'-6"
MULL WITH WINDOW TYPE "C"
C
4'-0"X7'-0"FIXED
FIXED
4'-0"
T-0"
8'-6"
MULL WITH WINDOW TYPE"B"
D
2'4" X 7'-0" FIXED
FIXED
2'- 4"
T- 0"
8'-6"
E
T-0" X 4'-0" FIXED
FIXED
3' - 0"
4'- 0"
13'-9"
TEMPER GLASS ABOVE DOOR
F
T-0" X 7'-0" FIXED
FIXED
3' - 0"
7'- 0"
11'-6"
G
2'-0" X 5'-8" FIXED
FIXED
2' - 0"
5'- 8"
6'-8"
TEMPER AT STAIR LOCATION
H
2'-6" X 4'-6" FIXED
FIXED
2' - 6"
4'- 6"
8'-0"
1
2'-6" X 4'-6" CASEMENT
CASEMENT
21- 6"
4'- 6"
8'-0"
BEDROOM EGRESS WINDOW
J
2'-6" X 2'-6" AWNING
AWNING
2' - 6"
2'- 6"
8'-0"
TEMPER AT WET LOCATION
JJ
4'-0"
5'-0"
K
2'-6" X Z-6" FIXED
FIXED
2' - 6"
2'- 6"
8'-0"
L
2'-6'X 6'-0"
CASEMENT
2' - 6"
6'- 0"
VARIES
TEMPER OVER TUB, EGRESS)
M
2'-6" X 5'-6" FIXED
FIXED
2'- 6"
5'- 6"
8'-0"
TEMPER IN HAZ LOCATIONS
N
T-0" X 7'4" FIXED
FIXED
3' - 0"
T- 4"
8'-0"
TEMPER GLASS
0
2'-8"X7'4"FIXED
FIXED
2'-8"
7'-4"
VARIES
MULL WITH WINDOWS IN BLO(
P
2'-0" X 5'-0" FIXED
FIXED
2' - 0"
51-01,
8'-0"
Q
5'-0" X 2'-0" FIXED
FIXED
51-011
21-01,
6'-8"
TEMPER IN HAZ LOCATIONS
R
7'-0" X 7'4" FIXED
FIXED
7' - 0"
7'- 4"
8'-0"
TEMPER GLASS
S
6'-0" X 5'-0" FIXED
FIXED
6' - 0"
51-01,
8'-0"
TEMPER GLASS
T
4'-0" X 4'-6" SLIDER
SLIDER
4' - 0"
4'- 6"
T-6"
BASEMENT EGRESS WINDOW
U
T-0" x 2'-0" FIXED
FIXED
31-01
21-01,
8'-0"
TEMPER GLASS
V
5'-0" X 5'-6" FIXED
FIXED
5' - 0"
5'- 6"
8'-0"
TEMPER GLASS OVER TUB
W
2'-8" X 7'4"FIXED
FIXED
6'-0"
7'-4"
VARIES
MULL WITH WINDOWS IN BLO(
X
2'-6" X 5'-6" CASEMENT
CASEMENT
2'- 6"
5'- 6"
VARIES
EGRESS AT BEDROOM LOCAT
DOOR NOTES
1. DOOR HARDWARE MANUFACTURER AND FINISH BY OWNER.
2. ALL DOORS ARE NEW CONSTRUCTION.
3. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED
OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90° FROM ITS CLOSED POSITION.
4. PROVIDE DOOR STOPS OF APPROPRIATE TYPE FOR ALL INTERIOR DOORS AS REQUIRED, MATCH ADJACENT HARDWARE.
5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE
THE DOOR TO AN OPEN POSMON OF 12 DEGREES WILL BE 5 SECONDS MINIMUM,
6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 81/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR
INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE
CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE
UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE
DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO
EXCEED 15 POUNDS.
7. GLASS IN DOORS MUST BE TEMPERED AND HAVE A MAXIMUM U -VALUE OF 0.30.
Ill l=1ul9=1c7R1r_FY_9
I,
n DOOR HEAD
3"
COMMENTS
1/2' GYP BD
PAINTED WOOD TRIM PER
OWNER SPECIFICATION
2x4 WOOD STUD
raman::a�sJ�
DOORJAMB
3" = 1'-0"
1/2" GYP BD
2x4 WOOD STUD
WOOD FRAME
PAINTED WOOD TRIM
PER OWNER
SPECIFICATION
SCHEDULES
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Ads Mo�
IDNw App6mbl<
belief Water txnmreia;e"`n
it
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e the err haM
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Aaaitiwul CemmanblA u.
FsumptiaR '
a°r comer atm we
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ie:ti.u1111ane thamal envelope
❑Des Nor
and 11e duct t3
inior2 vnPIPI�'m�n as ooees Fid
Chat observable
00 square bind of
usquare
Capt rowewee
w3sa
coo.o MAP am, writes by
Mdttbrol CPmmen W AFwmptlom
Oconplks _—
(Fill]
the uepyymMr or 3) rlhe reAing
the ceramred Me
be O
ODM Hot
e.mm...n
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DDHDaervam
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dust law W the papposed m1111119value
y to,- m;pi.
453.5.; undo IX
of [he insulation on the
I mgllawsuit me, n txaaRm lagan mdzl a wwlrpazt mer3l 1 Hien lmmn (her xl 2 nWlam imwnfraxl 3 mwlmmnR 31 r '
] High lmmnfrk'll um Impact meRl 3 ¢wlmm[[mer31 `../
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Maine
U
cl
W
but Far)
N
Q W
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=
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N
O m
OSAPoe Doot Observbl
ae
vN
a pi
a
in
MAC Piping conveying raga 0
Lot m
i n
unry uato
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c5 z Fit
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O
Dloxnhawsawnn Mh eu[ry
❑Nat Obulwde
le ave 105 IF or In WlHas
DOW, we
oNotmolmde
hill
O
. Monal CommentWAssumptlons:
Dome Not
IN26P mw In, atwhp bening ODws Me
0
e
3eaw 55 IF ere,meted m am.
v
ONotmwu able
I mgllawsuit me, n txaaRm lagan mdzl a wwlrpazt mer3l 1 Hien lmmn (her xl 2 nWlam imwnfraxl 3 mwlmmnR 31 r '
] High lmmnfrk'll um Impact meRl 3 ¢wlmm[[mer31 `../
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Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121
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Description Dab
IECC DOCS
A004
MM" IMlgh-In Inspection MHN VeA fled
Field Vat IIW Cmmplim? Cormenssl...ml ,m
bevaXlW
Canglva
�f
RWyltlmlWpaliM
kIK'aY1W
CogIM
Cunnaq/Ammptbm
451
Calal err put
Maine
a Deomp lex nwNmemmwee
mal
6 N
ODOe Fiat ahomrvaw
111336
0seel
OSAPoe Doot Observbl
ae
(Pill,
in
MAC Piping conveying raga 0
Ri DCompa
unry uato
W32
All I,sDIIW
rs inns dlonss.
�rNaomApPe<audee
iO ambles
fill
Dloxnhawsawnn Mh eu[ry
❑Nat Obulwde
le ave 105 IF or In WlHas
DOW, we
oNotmolmde
hill
0.ebonskhW
Hues
. Monal CommentWAssumptlons:
Dome Not
IN26P mw In, atwhp bening ODws Me
OomptRA
e
3eaw 55 IF ere,meted m am.
o
ONotmwu able
syaemsn Dogmatiston,"
r
owned
Oxmroprede
all
'.O dobwrvme
I
R ❑Caro no
EfOr
Imuleum on I.Wealtto.
-
o no a
arn m ouch
temperature IT
ad MMammdY
Oxd Mww u,
oxwroag=ode
ox 4M,ede
2018 IECC Energy
ae*S Pa.<=5
03
n at inwmmin an Met
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sun nIn Chozre zams 1.2. and
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R-
R
''❑
OC wta
s
Z 00
IFN
amyl.
OWas Me
Xm1300
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02x.5.
ass w;liwMn e.n%due
❑ Wa
W
OOws Nor
Auxmrwwa
ooa Obrervaae
0
Witha
❑Xmobwade
Divot
w2x.6
wall owalRn on Me" it
❑meas
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manufacturers age hoMlw
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emne6or.the egMor inwleom
meal nW lest Mlm.
OmN
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morfl
MeCMIGON
HE WNnttl9nalaw
e1d rWm
Vika li or Oil inch
Imarmses
g?
age
— O Xd
tire pt�
cy Cely
incilam the cturearsair
1,,,
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o �
throcknerni
mrols Me Acres
autn
Y
IngmressrtestfrehawlY x1 -a
p Oourvade
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3x32
Wall l,suletlms WmOW per
n DOMNotwit
0 qks
set point kmmraaa am
:;de
alikr® s
ONNApp
o palkable
tests, verification may need to
INT
manaaMmrs hey Oons
occur during Framing Inspection,
M3.513 EkcPk hen mm sunaru OConsims
Dbml
403.32
prmalnufaaaurer
❑Comped,
438
maNI II earn am
p
CDM Fiat
design a,, Dow.
vs. cool wbemomexolly
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❑Nd Dmlwae
lowar
Oaury
IONR sae
ODtrodlmble
453.1.1
Itel9Y
"filed on all mlW0.vraV
❑Ohs Not
ODI
maturat rad Macy System,uNdumr
IDNw App6mbl<
belief Water txnmreia;e"`n
it
ucit dors,
.,
CAME
makes apo "Mown
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on haat symbol
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inior2 vnPIPI�'m�n as ooees Fid
Chat observable
Capt rowewee
w3sa
cNmarm oppose Mt water
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Description Dab
IECC DOCS
A004
NrIN ImPea%m phvmwa
VeX
bevaXlW
Canglva
p
to I slue Valva
451
Calal err put
a
a Deomp lex nwNmemmwee
mal
ODOe Fiat ahomrvaw
111336
0seel
OSAPoe Doot Observbl
ae
(Pill,
in
Oxo roW=ade
303.3 1,
unry uato
❑canplles
TableFroll oxo,e.e
rs inns dlonss.
�rNaomApPe<audee
❑mea hum
fill
Dloxnhawsawnn Mh eu[ry
❑Nat Obulwde
300 R''
oNotmolmde
£3
mate am" Withair
peaalt+se,
. Monal CommentWAssumptlons:
APbtsas
IN26P mw In, atwhp bening ODws Me
OomptRA
ONotmwu able
syaemsn Dogmatiston,"
m alanw wNnb11
e n r on
Oxmroprede
all
NCaCe ashaehaMWd
I
R ❑Caro no
EfOr
Imuleum on I.Wealtto.
ODces ORA
arn m ouch
temperature IT
ad MMammdY
Oxd Mww u,
x Med �reedualnian MEam
ox 4M,ede
2018 IECC Energy
ae*S Pa.<=5
ACn
AOl OConplm
19171-
sun nIn Chozre zams 1.2. and
//�
❑ones Fiat
1=3 am In OuwM octal 359.
(All have acmuaum dump. Trt Duce Nd
system return e a eWlmtW
ONct MMNade
1 •�
Efficiency Certificate
Z 00
MAAtApWlmde
453.3.3
are plMmm MI to
Xm1300
ISno OCwnplks
Iwzq,
rummime , ansgeiuleul
n
n ODaex Not
11
:a"", easurea
ooa Obrervaae
Guad iltythimi
Witha
Divot
sam dlRe tial
or am
Applicable
afo3�n
weacross the 9
manufacturers age hoMlw
�lmutie M
i'SMIW,Aar
pas WM
Fact wp�mter
utrue crude wall I'm
taltiIf
Lest. Pos¢onsm Tom
morfl
MeCMIGON
HE WNnttl9nalaw
Vika li or Oil inch
formp the
anas
wall
tire pt�
cy Cely
incilam the cturearsair
1,,,
e°Hal^.ameO
o �
throcknerni
mrols Me Acres
autn
70334
IngmressrtestfrehawlY x1 -a
amno6
X 1100 Ocureee —
Iowa
n
n DOMNotwit
- col
set point kmmraaa am
:;de
alikr® s
ONNApp
dor het wrarame
tests, verification may need to
cable
occur during Framing Inspection,
M3.513 EkcPk hen mm sunaru OConsims
403.32
prmalnufaaaurer
❑Comped,
Ooi comply *1I IEEE 515.1 w UL Daus Not
at<=Fina
CDM Fiat
design a,, Dow.
vs. cool wbemomexolly
❑xmahwrV.de
❑Nd Dmlwae
lowar
J
ODtrodlmble
453.1.1
Oconplk=
MQF
ODI
maturat rad Macy System,uNdumr
❑Ndaervade
belief Water txnmreia;e"`n
it
ucit dors,
.,
CAME
rowicabie
PIMP mtlmell
❑C Pyla
Imo]'Halt
on haat symbol
❑Des Nor
inior2 vnPIPI�'m�n as ooees Fid
Chat observable
Capt rowewee
w3sa
cNmarm oppose Mt water
al Note
Oconplks _—
(Fill]
xraems nese autmmal or
the ceramred Me
be O
ODM Hot
e.mm...n
11clode manual reptmk.
DDHDaervam
Wallis911¢inme daFplkme
Dxdrowlreble
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ProR Tule3265 GMY 5T mftdaW: 05/x121 PM*tMile: 3265 GMY 5T Report dam: Obillol Proect Tlae3265 GMY 5T 09/21/21
Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121
MI filename: Page 6 al OTe filwame: Page T ORO mI Hie me: Page 8 spin Data filMame: Page 9 Ono mm filMame: Page 30 Ono NO
Description Dab
IECC DOCS
A004
9esWn nsllnspecllnn lmvlW WMmd FMIQ are Cmmp11M Cwnmarm/Avumplkm
5! Flnallmpatlnn FrpXelma Cmmpxasl CminsnYrWumpaem
p
to I slue Valva
4061 DCo
1.10
3D.3 CCo
IFIMP DDR,IFIVP
rw
in
�y.i�ma hav<be<n pmv eM.
TableFroll oxo,e.e
�rNaomApPe<audee
;032 d- at DCompes
. Monal CommentWAssumptlons:
IN26P mw In, atwhp bening ODws Me
syaemsn Dogmatiston,"
H
or
to I thander water
Oita ASVlkable
~ N
arn m ouch
temperature IT
x Med �reedualnian MEam
2018 IECC Energy
:2z
;03511 systems la
//�
Of
(All have acmuaum dump. Trt Duce Nd
system return e a eWlmtW
1 •�
Efficiency Certificate
Z 00
Pae
return or a mM water wgplY ascrommimd
VJI
Ob O
pipe
papa pNNAppkWle
11
Guad iltythimi
m V
or am
pas WM
Fact wp�mter
utrue crude wall I'm
N Q
morfl
MeCMIGON
HE WNnttl9nalaw
formp the
anas
wall
OW
cy Cely
1,,,
e°Hal^.ameO
o �
mrols Me Acres
autn
law
N
an se d¢ulawn p
a
set point kmmraaa am
:;de
D�j
dor het wrarame
ho i
M3.513 EkcPk hen mm sunaru OConsims
°apo
O M 3
Ooi comply *1I IEEE 515.1 w UL Daus Not
vs. cool wbemomexolly
❑xmahwrV.de
lowar
J
adet enemy eastAp tle Dxm APoIkWI.
belief Water txnmreia;e"`n
it
.,
IXmmpua
`=='rc�lamir
inior2 vnPIPI�'m�n as ooees Fid
operation
et mar the pomp Oxdobwmeaa
ae..e
al Note
the ceramred Me
be O
e.mm...n
Wallis911¢inme daFplkme
y to,- m;pi.
453.5.; undo IX
In31Pword,, Maxi i CSA Oman, Nor,
n
v
Alex[ ❑Na
psi nor AMI,a ee
inchovudoll Mate �� Is cry,
PwabWe r
Uewadwwam
hprempresre les be Dan wmr
iumeat
recovery units 12 be bar
IMrvidvel ants connected
mp fromsw en
404.1 frat or more Ncetmnnmt IXmpua
MET fixtures have high eukazylamps. ❑Laces Nut
Oamobweable
le
❑co
45.1.1 roo... mples
hanave
IFIY nnrmmaxFVEwt, ollNN
e Does,obvde
[
oMAppfWe
013 wmwlarce«MlmeOpened . De
Hill Daices Me
DataN Mhm ervnble
CHECKED BY CC
-Dxd APoNWIe
DRAWN BY CC
IM9x Impact Enter 'II lmpan mdxl anmerel y tHigh Mw 11 Immt[m.zl a Lw Metm,zl W9n lnnart Met 11 Impact nx xl anm➢xlgn_MAma zl am
ProR Tule3265 GMY 5T mftdaW: 05/x121 PM*tMile: 3265 GMY 5T Report dam: Obillol Proect Tlae3265 GMY 5T 09/21/21
Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121
MI filename: Page 6 al OTe filwame: Page T ORO mI Hie me: Page 8 spin Data filMame: Page 9 Ono mm filMame: Page 30 Ono NO
Description Dab
IECC DOCS
A004
a
CONTINUOUS WEATHER BARRIER INSTALLED
AND SEALED AT ALL SEAMS AND
PENETRATIONS PER MANUFACTURER'S
RECOMMENDATIONS
INSULATION AS REQUIRED BY CODE
DOUBLE 2X TOP PLATE
INTERIOR GYP. BOARD W/ 2 COATS OF
PAINT SERVES AS AIR BARRIER. TAPE/ SEAL
ALL SEAMS AND PENETRATIONS, TYP.
EXTERIOR WOOD FRAMED WALL ASSEMBLY
W/ INSULATION AND INTERIOR VAPOR
OUTSIDE i INSIDE BARRIER AS REQUIRED BY CODE, SEE PLANS
FOR DETAILS
SEE ELEVATIONS FOR EXTERIOR CLADDING
A SYSTEM
IECCSOFFIT AT CEILINGI
EXTERIOR WOOD FRAMED WALL ASSEMBLY W/
INSULATION AND INTERIOR VAPOR BARRIER AS
REQUIRED BY CODE, SEE PLANS FOR DETAILS
SPRAY POLYURETHANE FOAM TO SEAL
AROUND ALL WINDOW AND DOOR OPENINGS
INSIDE WINDOW UNIT WITH U -FACTOR AND SHGC AS
I REQUIRED BY CODE, TYP.
101 4 49 1111 4
SYSTEM
n IECC WINDOW JAMB1
U 1 1/2, =I ' "
rl IECCAIR BARRIER AT RECESSED CAN1
EXTERIOR CLADDING
ATTIC INSULATION AS REQUIRED BY CODE, TYP.
FRAMING, SEE PLANS FOR DETAILS
TYPE 'C' RATED FIXTURE TESTED AND LABELED
FOR 2.0 CFM AIR MOVEMENT PER ASTM E 283
GASKET BETWEEN FIXTURE AND GYP BOARD, OR
SEAL AROUND PENETRATION
EXTERIOR WALL ASSEMBLY W/ INSULATION
AND VAPOR BARRIER AS REQUIRED BY
CODE, SEE PLANS FOR DETAILS
INTERIOR GYP. BOARD W/ 2 COATS OF PAINT
SERVES AS AIR BARRIER. TAPE/ SEAL ALL
SEAMS AND PENETRATIONS, TYP.
SEE ELEVATIONS FOR EXTERIOR CLADDING
SYSTEM(S)
SEAL BOARD TO BLOCKING AND SUBFLOOR TO
PROVIDE CONTINUOUS AIR BARRIER
TUB OR SHOWER
TUB OR SHOWER PAN
OSB SUBFLOOR, GLUED AND NAILED
SILL PLATE SEALED TO SUBFLOOR
CONTINUOUS BEAD OF SPRAY POLYURETHANE
FOAM TO SEAL TOP AND BOTTOM EDGES OF RIM
JOIST. TYP.
FLOOR ASSEMBLY, SEE PLANS FOR DETAILS
�1— RIM JOIST PER STRUCTURAL
!s
OUTSIDE INSIDE SEAL SILL PLATE TO FOUNDATION WITH
SILL SEALER
FOUNDATION WALL W/ DAMPROOFING, AND
INSULATION AS REQUIRED BY CODE, SEE
STRUCTURAL
IECC EXTERIOR WALL AT FOUNDATION
/1 WffUB OR SHOWER PANT1112 _0
OUTSIDE
JCC
CONTINUOUS WEATHER BARRIER INSTALLED
AND SEALED AT ALL SEAMS AND
PENETRATIONS PER MANUFACTURER'S
RECOMMENDATIONS
EXTERIOR WOOD FRAMED WALL
ASSEMBLY W/ INSULATION AND INTERIOR
VAPOR BARRIER AS REQUIRED BY CODE,
SEE PLANS FOR DETAILS
RIM JOIST PER
STRUCTURAL
CONTINUOUS BEAD OF SPRAY
POLYURETHANE FOAM TO SEAL TOP
AND BOTTOM EDGES OF RIM JOIST,
TYP.
FLOOR ASSEMBLY, SEE PLANS FOR DETAILS
EXTERIOR WALL INSULATION AS
REQUIRED BY CODE
BLOCKING FOR GYP. BOARD INSTALLATION
INTERIOR GYP. BOARD Wl2 COATS OF
PAINT SERVES AS AIR BARRIER. TAIPEI SEAL
ALL SEAMS AND PENETRATIONS, TYP.
SEE ELEVATIONS FOR EXTERIOR CLADDING
SYSTEM
n IECC RIM
SEE ELEVATIONS FOR EXTERIOR CLADDING
SYSTEM(S)
CONTINUOUS WEATHER BARRIER INSTALLED
AND SEALED AT ALL SEAMS AND
PENETRATIONS PER MANUFACTURER'S
RECOMMENDATIONS
EXTERIOR WOOD FRAMED WALL ASSEMBLY
WI INSULATION AND INTERIOR VAPOR INSIDE
BARRIER AS REQUIRED BY CODE, SEE PLANS
FOR DETAILS
3/4-T&G OSB SUBFLOOR, GLUED AND
NAILED
CONTINUOUS BEAD OF SPRAY
POLYURETHANE FOAM TO SEAL TOP
AND BOTTOM EDGES OF RIM JOIST,
TYR
FLOOR ASSEMBLY, SEE PLANS FOR DETAILS
BLOCKING AS NEEDED FOR GYP. CEILING
INSTALL
2X WOOD SILL WI SILL SEALER
1 1/2" RIGID INSULATION W/ TAPED JOINTS
OUTSIDE AT TOP AND BOTTOM OF ASSEMBLY, LEAVE
3/8" GAPS FOR SPRAY FOAM
CONTINUOUS SOFFIT BOARD
/1 IECCCANTILEVERED WALL1
i
R-20 BATT IN FRAMING CAVITY OR
WOOD FRAMED
L SEAL ALL CEILING PENETRATIONS
O
RIGID
MASS WALLS
R-13 CONTINUOUS RIGID AT EXTERIOR OR
m
R-17 CONTINUOUS RIGID AT INTERIOR
BELOW GRADE WALLS
INTERIOR GYP. BOARD W/ 2 COATS OF
m
R-15 CONTINUOUS RIGID
CEILING BELOW ATTIC
PAINT SERVES AS AIR BARRIER.SEAL
gALL
R-30
SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A
SEAMS AND PENETRATIONS,, TYP. TYP.
a
R-10 CONTINUOUS AT PERIMETER, DOWN
>
AIR SEALED BETWEEN WINDOW AND DOOR
FLOOR ABOVE
R-30INFRAMING CAVITY
UNCONDITIONED
ASSEMBLIES AND FRAMING (TYP.)
SPACE
�a
WINDOWS AND
U-FACTOR<I=0.30
m
SHGC - NO REQUIREMENT
SKYLIGHTS
CONTINUOUS WEATHER BARRIER INSTALLED
o
SHGC - NO REQUIREMENT
AND SEALED AT ALL SEAMS AND
PENETRATIONS PER MANUFACTURER'S
z
SEE ELEVATIONS FOR EXTERIOR WALL
OUTSIDE
INSIDE RECOMMENDATIONS
S
i
EXTERIOR WOOD FRAMED WALL ASSEMBLY
a
DUCTS OF PORTIONS OF THAT ARE COMPLETELY LOCATED INSIDE THE
V
W/ INSULATION AND INTERIOR VAPOR
y
w
5
BARRIER AS REQUIRED BY CODE, SEE PLANS
BUILDING THERMAL ENVELOPE ARE EXEMPT FROM INSULATION
Lu
A006
FOR DETAILS
m
SILL PLATE SEALED TO SUSFLOOR
ENERGY COMPLIANCE NOTES
(IECC 2018 PRESCRIPTIVE METHOD
W/ LIGHTING EFFICIENCY PACKAGE)
PRESCRIPTIVE REQUIREMENTS (IECC R402.1.2)
2X WOOD SILL WITH SILL SEALER, RE:ENGINEERING
SEE STRUCTURAL FOR FOUNDATION WALL
DETAILS
DAMP -PROOFING AT ALL BELOW GRADE
WALLS
L
NG WALL, SEE STRUCTURAL
APOR BARRIER W/TAPED SEAMS
SLAB/ ABOVE CRUSHED GRAVEL.
FOUNDATION WALL MIN. l'-0EAND
E TO WALL WITH TWO-SIDED TAPE.
rel IECC TYPICAL WALL SECTION1
ATTIL:
[91910 111 Y 1 UP 1 =I M-1 ]_T919
IECC AIR BARRIER AT ATTIC ACCESS
n PANELI
INSULATION AS REQUIRED BY
TYR
3ULATION BAFFLE
3ULATED ACCESS PANEL
.. JITHER STRIPPING AND TRIM AT
OPENING IN FINISHED CEILING
FENESTRATION AIR LEAKAGE fI.E.CC. SECTION R402.4.3)
WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND
SWING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN
TESTED ACCORDING TO NFRC 400 OR AAMAWJDMA/CSA 101/I.S.2/A440 BY
AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND
LABELED BY THE MANUFACTURER. EXCEPTION. SITE -BUILT WINDOWS,
SKYLIGHTS, AND DOORS.
MANDATORY AIR SEALING (I.E.C.C. SECTION W2.4)
THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION.
THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER
MATERIAL TO LIMIT AIR INFILTRATION PER 2018 LE.G.C. SECTION
R402 4.1'
1. AIR BARRIER AND THERMAL BARRIER
2 CEILING/ATTIC
3. WINDOWS, SKYLIGHTS, AND DOORS
4. RIM JOISTS
5. FLOORS
6. CRAWLSPACE WALLS
T. SHAFTS, PENETRATIONS
8. NARROW CAVITIES
9. GARAGE SEPARATION
10. RECESSED LIGHTING
11. PLUMBING AND WIRING
12. SHOWER/ TUB ON EXTERIOR WALL
13. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS
14. HVAC REGISTER BOOT THAT PENETRATE BUILDING THERMAL
ENVELOPE
15, FIREPLACE
TESTING (I.E.C.C. SECTION 402.4.1.21
THE DWELLING UNIT MAY BE TESTED AND VERIFIED AS HAVING AN AIR
LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN
CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A
BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCAL).
WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE
CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF
THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY
CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.
TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL
PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.
R-20 BATT IN FRAMING CAVITY OR
WOOD FRAMED
R-138ATT+R-5 CONTINUOUS
WALLS
RIGID
MASS WALLS
R-13 CONTINUOUS RIGID AT EXTERIOR OR
m
R-17 CONTINUOUS RIGID AT INTERIOR
BELOW GRADE WALLS
R-19 BATT IN FRAMING CAVITY OR
R-15 CONTINUOUS RIGID
CEILING BELOW ATTIC
R49 (SEE TYPES ON A005)
ROOF WI NO ATTIC
R-30
SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A
(LIMITED TO 500 SF OR 20% OF ROOF AREA
SLAB ON GRADE
R-10 CONTINUOUS AT PERIMETER, DOWN
>
2'
FLOOR ABOVE
R-30INFRAMING CAVITY
UNCONDITIONED
(PROVIDER -45 AT CANTELEVERED FLS)
SPACE
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WINDOWS AND
U-FACTOR<I=0.30
DOORS
SHGC - NO REQUIREMENT
SKYLIGHTS
U-FACTOR</=0.55
SHGC - NO REQUIREMENT
2X WOOD SILL WITH SILL SEALER, RE:ENGINEERING
SEE STRUCTURAL FOR FOUNDATION WALL
DETAILS
DAMP -PROOFING AT ALL BELOW GRADE
WALLS
L
NG WALL, SEE STRUCTURAL
APOR BARRIER W/TAPED SEAMS
SLAB/ ABOVE CRUSHED GRAVEL.
FOUNDATION WALL MIN. l'-0EAND
E TO WALL WITH TWO-SIDED TAPE.
rel IECC TYPICAL WALL SECTION1
ATTIL:
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OPENING IN FINISHED CEILING
FENESTRATION AIR LEAKAGE fI.E.CC. SECTION R402.4.3)
WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND
SWING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN
TESTED ACCORDING TO NFRC 400 OR AAMAWJDMA/CSA 101/I.S.2/A440 BY
AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND
LABELED BY THE MANUFACTURER. EXCEPTION. SITE -BUILT WINDOWS,
SKYLIGHTS, AND DOORS.
MANDATORY AIR SEALING (I.E.C.C. SECTION W2.4)
THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION.
THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER
MATERIAL TO LIMIT AIR INFILTRATION PER 2018 LE.G.C. SECTION
R402 4.1'
1. AIR BARRIER AND THERMAL BARRIER
2 CEILING/ATTIC
3. WINDOWS, SKYLIGHTS, AND DOORS
4. RIM JOISTS
5. FLOORS
6. CRAWLSPACE WALLS
T. SHAFTS, PENETRATIONS
8. NARROW CAVITIES
9. GARAGE SEPARATION
10. RECESSED LIGHTING
11. PLUMBING AND WIRING
12. SHOWER/ TUB ON EXTERIOR WALL
13. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS
14. HVAC REGISTER BOOT THAT PENETRATE BUILDING THERMAL
ENVELOPE
15, FIREPLACE
TESTING (I.E.C.C. SECTION 402.4.1.21
THE DWELLING UNIT MAY BE TESTED AND VERIFIED AS HAVING AN AIR
LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN
CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A
BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCAL).
WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE
CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF
THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY
CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.
TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL
PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.
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DUCTS (I.E.C.C. SECTION R4M.3)
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SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A
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SEE STRUCTURAL FOR ALL FLOOR
MINIMUM OF R-8, WHICH ARE 3" GREATER IN DIAMETER AND FRI WHERE
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FRAMING DETAILS
LESS THEN 3" IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER
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AREAS SHALL BE INSULATED TO A MINIMUM OF R-6, WHICH ARE 3" OR
SEE ELEVATIONS FOR EXTERIOR WALL
GREATER IN DIAMETER AND R-0.2 WHERE LESS THAN 3" IN DIAMETER.
v
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CLADDING SYSTEM
DUCTS OF PORTIONS OF THAT ARE COMPLETELY LOCATED INSIDE THE
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BUILDING THERMAL ENVELOPE ARE EXEMPT FROM INSULATION
Lu
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REQUIREMENTS. AIR HANDLERS, CAVITIES, AND FILTER BOXES MUST
Q O
ALSO BE SEALED.
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WRAP WEATHER BARRIER INTO OPENINGS
DUCT TESTING (I.E.C.C. SECTION R403.3.31
( 1
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AND TAPE/SEAL PER MANUFACTURER'S
DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY
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RECOMMENDATIONS, TYP.
ONE OF THE FOLLOWING:
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PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PASCAL) ACROSS
❑
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THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER
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ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL
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R-30 INSULATION IN FLOOR ASSEMBLY
REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING
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4
OVER UNCONDITIONED AREAS
THE TEST.
2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE
AMEASURED
WITH A PRESSURE DIFFERENTIAL OF 1 INCH W.G. (25PASCAL)
ACROSS THE ENTIRE SYSTEM, INCLUDING
MANUFACTURER'S AIR HANDLER ENCLOSURE. REGISTERSSHALL
BE TAPED OR OTHERWISE SEALED SEALED DURING
lu
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TESTINGEXCEPTION'.
A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED
CRAWLSPACE OR BASEMENT
WHERE THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN
I=TTt-77
111-11
THE_ THE BUILDING THERMAL ENVELOPE.
2X WOOD SILL WITH SILL SEALER, RE:ENGINEERING
SEE STRUCTURAL FOR FOUNDATION WALL
DETAILS
DAMP -PROOFING AT ALL BELOW GRADE
WALLS
L
NG WALL, SEE STRUCTURAL
APOR BARRIER W/TAPED SEAMS
SLAB/ ABOVE CRUSHED GRAVEL.
FOUNDATION WALL MIN. l'-0EAND
E TO WALL WITH TWO-SIDED TAPE.
rel IECC TYPICAL WALL SECTION1
ATTIL:
[91910 111 Y 1 UP 1 =I M-1 ]_T919
IECC AIR BARRIER AT ATTIC ACCESS
n PANELI
INSULATION AS REQUIRED BY
TYR
3ULATION BAFFLE
3ULATED ACCESS PANEL
.. JITHER STRIPPING AND TRIM AT
OPENING IN FINISHED CEILING
FENESTRATION AIR LEAKAGE fI.E.CC. SECTION R402.4.3)
WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND
SWING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN
TESTED ACCORDING TO NFRC 400 OR AAMAWJDMA/CSA 101/I.S.2/A440 BY
AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND
LABELED BY THE MANUFACTURER. EXCEPTION. SITE -BUILT WINDOWS,
SKYLIGHTS, AND DOORS.
MANDATORY AIR SEALING (I.E.C.C. SECTION W2.4)
THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION.
THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED,
WEATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER
MATERIAL TO LIMIT AIR INFILTRATION PER 2018 LE.G.C. SECTION
R402 4.1'
1. AIR BARRIER AND THERMAL BARRIER
2 CEILING/ATTIC
3. WINDOWS, SKYLIGHTS, AND DOORS
4. RIM JOISTS
5. FLOORS
6. CRAWLSPACE WALLS
T. SHAFTS, PENETRATIONS
8. NARROW CAVITIES
9. GARAGE SEPARATION
10. RECESSED LIGHTING
11. PLUMBING AND WIRING
12. SHOWER/ TUB ON EXTERIOR WALL
13. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS
14. HVAC REGISTER BOOT THAT PENETRATE BUILDING THERMAL
ENVELOPE
15, FIREPLACE
TESTING (I.E.C.C. SECTION 402.4.1.21
THE DWELLING UNIT MAY BE TESTED AND VERIFIED AS HAVING AN AIR
LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN
CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A
BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCAL).
WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE
CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF
THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY
CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.
TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL
PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.
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A006
SHEET NOTES:
-DI1111UNIA
1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT
OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER.
5. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER
FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
6. DOOR DESIGN PER OWNER SPECIFICATION.
7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
M181 -CODES.
B. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
ELECTRICAL
1. ALL 120 -VOLT, SINGLE PHASE, 15. AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN
DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER-
RESISTANT RECEPTACLES. (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER 2015 IRC.
& ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NFPA 72.
6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITH IN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
IRC)
Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12.
Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with
code section R303.4.
Minimum Ceiling height shall be 7' or accordance with section R305.1.1.
Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1.
Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at
wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7.
Smoke Alarms shall comply with R314.
Carbon Monoxide Alarms shall comply with R315
Emergency escape and egress shall comply with R310
Hot water pipe insulation shall comply with code section N1103.4.2.
Domestic cooking exhaust equipment shall comply with code section M1503.1.
Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2
Showers shall comply with P2708
Shower control valves shall comply with P2708.4
PROPERTY LINE
56-0"
PLAN LEGEND
Cm B" CONCRETE FOUNDATION WALL
8" CONCRETE FOUNDATION WALL W/
Oo
3-1/2" STUD AND 1/2" GYP. BD. FINISH
C2Ai 8" CONCRETE FOUNDATION WALL W/
- 3.1/2" STUD, NO FINISH GYP. BD.
C� 6" WOOD STUD WI I/2'GYP. BD. BOTH
SIDES
O� 4" WOOD STUD W/1/2' GYP. BD. BOTH
a SIDES
<4A I•' 4" WOOD STUD, 10 GYP. BD. ONE SIDE
GENERAL NOTES
A. DIMENSIONS SHOWN ARE TO FINISH FACE
UNLESS NOTED OTHERWISE.
B. ALL WINDOW/DOOR DIMENSIONS ARE TO
ROUGH OPENING.
C. SEE WALL TYPE TAGS FOR WALL
CONSTRUCTION.
D. ALL NEW INTERIOR WALLS TO BE TYPE' 4'
UNLESS NOTED OTHERWISE,
E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES.
F. DOOR FRAMES TO BE LOCATED 4" FROM
NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY
DISCREPANCIES TO THE ARCHITECT FOR
CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP
OF FINISHED FLOOR UNLESS NOTED
OTHERWISE. FLOOR FINISH IS ASSUMED TO
BE 3/4' WOOD FLOORING IN ALL LOCATIONS.
gp
112" INT. GYP. BD, 3-1I2' FURRED WOOD STUD, 6" WOOD STUD,
112" GYPED
O 6" WOOD STUD, 10 EXT. SHEATHING, Wee,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
SYMBOL LEGEND
ill" INT. GYP. BD, 6" WOOD STUD, 1/Y
O
DENSGLASS SHEATHING, VAPOR BARRIER,
So
HARDIEPANEL VERTICAL SIDINING
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1/2" INT. GYP. BD, 6" WOOD STUD, 1/Y
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DENSGLASS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING
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1/2" INT. GYP. BD, 6" WOOD STUD, IZ
DENSGLASS SHEATHING, VAPOR BARRIER,
H
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1Y ' INT. GYP. BD, 6" WOOD STUD, ill' EXT.
(Do
SHEATHING, VAPOR BARRIER, METAL LATH,
S/
3 -COAT STUCCO, GRAY
GENERAL NOTES
A. DIMENSIONS SHOWN ARE TO FINISH FACE
UNLESS NOTED OTHERWISE.
B. ALL WINDOW/DOOR DIMENSIONS ARE TO
ROUGH OPENING.
C. SEE WALL TYPE TAGS FOR WALL
CONSTRUCTION.
D. ALL NEW INTERIOR WALLS TO BE TYPE' 4'
UNLESS NOTED OTHERWISE,
E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES.
F. DOOR FRAMES TO BE LOCATED 4" FROM
NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY
DISCREPANCIES TO THE ARCHITECT FOR
CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP
OF FINISHED FLOOR UNLESS NOTED
OTHERWISE. FLOOR FINISH IS ASSUMED TO
BE 3/4' WOOD FLOORING IN ALL LOCATIONS.
gp
112" INT. GYP. BD, 3-1I2' FURRED WOOD STUD, 6" WOOD STUD,
112" GYPED
O 6" WOOD STUD, 10 EXT. SHEATHING, Wee,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
SYMBOL LEGEND
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09/21/21
BASEMENT PLAN
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SWITCH
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So
DIMMER SWITCH
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DUPLEX OUTLET W/ ONE RECEPTACLE
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CARBON MONOXIDE /
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LIGHT
AUTOMATIC GARAGE DOOR OPENER
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09/21/21
BASEMENT PLAN
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11'-6"
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28'-41/4"
Ad01 A4O WINDOW WELL W/ FLOOR DRAIN TIED A403 RADON SYSTEM. EXTEND UP THROUGH
4'-10"
(j)BASEMENT
4]'-11"
INTO INTO PERIMETER DRAIN, TYP.
FLOORS DTERMINATE 12" MIN FROM
MIN AWAY FROM OPENING
56'-0"
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09/21/21
BASEMENT PLAN
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SHEET NOTES:
BUILDING:
1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT
OF 7T MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BIBBS' ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER.
S. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER
FORLOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
6. DOOR DESIGN PER OWNER SPECIFICATION.
7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
20181 -CODES.
8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
Fire Blocking and Draft Stopping shall be installed in concealed spaces per 8302.11 & R302.12.
Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with
Code section R303.4.
Minimum Ceiling height shall be Tor accordance with Section R305.1.1.
Bathroom fixtures Shall have proper clearances and spacing per code section R307 & P2705.1.
Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at
wet surfaces per 8308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7.
Smoke Alarms shall Comply with R314.
Carbon Monoxide Alarms shall comply with R315
Emergency escape and egress shall comply with R310
Hot water pipe insulation shall comply with code section N1103.4.2.
Domestic cooking exhaust equipment shall comply with code section M1503.1.
Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2
Showers shall comply with P2708
Shower control Valves Shall comply with P2708.4
5T-81/8"
ELECTRICAL:
1. ALL 120 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN
DWELLING UNIT FAMILY ROOMS DINING ROOMS, LIVING ROOMS PARLORS LIBRARIES DENS
BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52SHALL BELISTED TAMPER-
RESISTANT RECEPTACLES. (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER 2015 IRC.
5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NEPA 72.
& AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
IRC)
Makeup air required M1503.6.1 exhaust
systems capable of exhausting more than 400
cubic feel Per minute shall be mechanically or
passively provide with makeup air at a rare
approximately equal to the exhaust air rate.
Such makeup air systems shall be equipped
wit not fewer than ane damper complying
with section 101503.6.2
Over w
0
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5B e
1 m of L I
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16' 5 3/4"
18'-0 1/2"
KITCHEN
EQ
RIMIN
PLAN LEGEND
GENERAL NOTES
Oi m
8" CONCRETE FOUNDATION WALL
A.
DIMENSIONS SHOWN ARE TO FINISH FACE
UNLESS NOTED OTHERWISE.
$3
3 -WAY SWITCH
B.
ALL WINDOW/DOOR DIMENSIONS ARE TO
443 4�
8" CONCRETE FOUNDATION WALL W/
C.
ROUGH OPENING.
SEE WALL TYPE TAGS FOR WALL
2
CONTROLLED BY WALL SWITCH
3-1/2" STUD AND 1/2" GYP. BD. FINISH
DUPLEX FLOORICEILING OUTLET
CONSTRUCTION.
220V OUTLET, DEDICATED
N
D.
ALL NEW INTERIOR WALLS TO BE TYPE' 4'
WET LOCATION /GROUND -FAULT OUTLET
8" CONCRETE FOUNDATION WALL W/
SPECIAL PURPOSE OUTLET
UNLESS NOTED OTHERWISE.
CARBON MONOXIDE /
S/
3-1/2" STUD, NO FINISH GYP. BD.
E.
REFER TO SHEET A003 FOR DOOR AND
O
CEILING MOUNTED J -BOX FOR
M>
WINDOWS SCHEDULES.
O
6" WOOD STUD W/ 112' GYP. BD. BOTH
F.
DOOR FRAMES TO BE LOCATED 4" FROM
CORNER IN STUD FRAMED WALL UNLESS
�
SIDES
NOTED OTHERWISE.
C e
4" WOOD STUD W/ M' GYP. BD. BOTH
G.
FIELD VERIFY ALL DIMENSIONS. REPORT ANY
DISCREPANCIES TO THE ARCHITECT FOR
SIDES
V
CLARIFICATION PRIOR TO PROCEEDING WITH
3
CONSTRUCTION.
<4A> or
4" WOOD STUD, 10 GYP. BD. ONE SIDE
H.
ALL FLOOR LEVEL DATUMS REFERENCE TOP
61/2" 7-6"
OF FINISHED FLOOR UNLESS NOTED
OTHERWISE. FLOOR FINISH IS ASSUMED TO
1/2"INT. GYP. BD, 6-P WOOD STUD, 1/2'
BE 314N WOOD FLOORING IN ALL LOCATIONS.
O
DENSGLASS SHEATHING, VAPOR BARRIER,
HARDIEPANEL VERTICAL SIDINING
112" INT. GYP. BD, 6" WOOD STUD, 1/2'
5A
DENSGLASS SHEATHING, VAPOR BARRIER,
z 4gRrOFFIC
HORIZONTAL CEDAR SIDING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2'
v
DENSGLASS SHEATHING, VAPOR BARRIER,
4•DINIIN
METAL EXT. FINISH
O
112" INT GYP. BD, 6" WOOD STUD, 10 EXT.
SHEATHING, VAPOR BARRIER, METAL LATH,
3 -COAT STUCCO, GRAY
60A
1/2" INT. GYP. BD, 3-1/2" FURRED WOOD STUD, W
WOOD STUD,
1/2" GYP.BD
O
6" WOOD STUD, 1/T EXT. SHEATHING, WRB,
OOMEQ
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
16'-61/4' 21'.3118-
56'- 3 I/F
1'-31/8"
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4' 6"
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19
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47'-11'
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56'-31/8"
T-8'
SYMBOL LEGEND
NN
$
SWITCH
$3
3 -WAY SWITCH
$p
DIMMER SWITCH
443 4�
DUPLEX/ QUADPLEX OUTLET
DUPLEX OUTLET At ONE RECEPTACLE
CONTROLLED BY WALL SWITCH
V
DUPLEX FLOORICEILING OUTLET
®®�
IJ
220V OUTLET, DEDICATED
N
TV DATA POINT
�n
WET LOCATION /GROUND -FAULT OUTLET
>
SPECIAL PURPOSE OUTLET
N
CARBON MONOXIDE /
S/
SMOKE DETECTOR
FEBE
EXHAUSTFAN
O
CEILING MOUNTED J -BOX FOR
M>
LIGHT
Po�ooa
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AUTOMATIC GARAGE DOOR OPENER
DWeIXn9 Garage
'Separation Table 302.6, Not
lesathan 5/8 -inch Type
gypsam.boar8 or equivalent 5
-firm habtil rooms above ■ ..
the garage.fl
SLOPE GARAGE FLOOR 1/8 11 0
323 SF
DRIVEWAY
- 1,303 SF FIRST FL a moE
484 SF GARAGE
" 86 SF COVERED PATIO
322 SF DRIVEWAY DRIVEWAY
24 SF ENTRY STEPS
2,219 SF IMPERVIOUS
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6'-011T
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WELL
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FIRST FLOOR
Al 01
SHEET NOTES:
BUILDING
1, REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT
OF 72" MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPUSHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER.
5. PAINT/STAIN : INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER
FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
& DOOR DESIGN PER OWNER SPECIFICATION.
7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
28181 -CODES.
8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
9. VERIFYALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12.
Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with
code section R303.4.
Minimum Ceiling height shall be 7' or accordance with section R305.1.1.
Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1.
Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at
wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7.
Smoke Alarms shall comply with R314.
Carbon Monoxide Alarms shall comply with R315
Emergency escape and egress shall comply with R310
Hot water pipe insulation shall comply with code section N1103.4.2.
Domestic cooking exhaust equipment shall comply with code section M1503.1.
Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2
Showers shall comply with P2708
Shower control valves shall comply with P2708.4
ELECTRICAL
1. ALL 120 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN
DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER-
RESISTANT RECEPTACLES, (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REO'D PER 2015 IRC.
5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NFPA 72.
6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
INC)
Ag' -9VW
PLAN LEGEND
Cm]
8" CONCRETE FOUNDATION WALL
O�_
8" CONCRETE FOUNDATION WALL W/
3-1 IT STUD AND 1/2" GYP. BD. FINISH
C
8" CONCRETE FOUNDATION WALL W/
_
3-1IT STUD, NO FINISH GYP. BD.
C3 l
6" WOOD STUD WI 1/2" GYP. BD, BOTH
e
SIDES
Ce. . .
4-1 WOOD STUD WI 1/2' GYP. BD. BOTH
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000a
PENE
SIDES
(4A\4
4" WOOD STUD, 1/2' GYP. BD. ONE SIDE
ill" INT. GYP. BD, 6" WOOD STUD, 1/2"
DENSGLASS SHEATHING, VAPOR BARRIER,
HARDIEPANEL VERTICAL SIDINING
1/2' INT. GYP. BD, 6" WOOD STUD, 1/2"
O
DENSGLASS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING
GENERAL NOTES
A. DIMENSIONS SHOWN ARE TO FINISH FACE
B. ALL WINDOW/DOOR DIMENSIONS ARE TO
ROUGH OPENING.
C. SEE WALL TYPE TAGS FOR WALL
CONSTRUCTION.
D. ALL NEW INTERIOR WALLS TO BE TYPE' 4'
UNLESS NOTED OTHERWISE.
E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES.
F. DOOR FRAMES TO BE LOCATED 4" FROM
CORNER IN STUD FRAMED WALL UNLESS
NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY
DISCREPANCIES TO THE ARCHITECT FOR
CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP
OF FINISHED FLOOR UNLESS NOTED
OTHERWISE. FLOOR FINISH IS ASSUMED TO
BE 3/4" WOOD FLOORING IN ALL LOCATIONS.
5B
1I2' INT. GYP. BD. 6" WOOD STUD, 1/2"
$1
DENSGLASS SHEATHING, VAPOR BARRIER,
So
METAL EXT. FINISH
O
f I2" INT. GYP. BD, 6" WOOD STUD, 1/2" EXT.
EF
SHEATHING, VAPOR BARRIER, METAL LATH,
O
3 -COAT STUCCO, GRAY
O
ill" INT. GYP. BD, 3-112" FURRED WOOD STUD, 6' WOOD STUD,
w`0
000a
PENE
12" GYP.BD
O 6" WOOD STUD, 1/2' EXT. SHEATHING, WIRE,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
SYMBOL LEGEND
$
SWITCH
$1
3 -WAY SWITCH
So
DIMMER SWITCH
�#3 4�p
DUPLEX I QUADPLEX OUTLET
QM DUPLEX OUTLET W1 ONE RECEPTACLE
CONTROLLED BY WALL SWITCH
® DUPLEX FLOORICEILING OUTLET
5� 220V OUTLET, DEDICATED
T H TV DATA POINT
0
Eri
WET LOCATION I GROUND -FAULT OUTLET
(Do
SPECIAL PURPOSE OUTLET
SI
CARBON MONOXIDE I
SMOKE DETECTOR
EF
EXHAUSTFAN
O
CEILING MOUNTED J -BOX FOR
LIGHT
w`0
000a
PENE
AUTOMATIC GARAGE DOOR OPENER
n SECOND FL14
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09/21121
SECOND FLOOR
Al 02
SHEET NOTES:
BUILDING
1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT
OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24' SPLASHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER.
5. PAINTSTAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER
FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
6. DOOR DESIGN PER OWNER SPECIFICATION.
7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
20181 -CODES.
& ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
Fire Blocking and Draft Stopping shall be installed in Concealed spaces per R302.11 & R302.12.
Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with
code section R303.4.
Minimum Ceiling height shall be 7' or accordance with section R305.1.1.
Bathroom fixtures Shall have proper clearances and spacing per code section R307 & P2705.1.
Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at
wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7.
Smoke Alarms shall Comply with R314.
Carbon Monoxide Alarms shall comply with R315
Emergency escape and egress shall comply with R310
Hot water pipe insulation shall comply with code section N1103.4.2.
Domestic cooking exhaust equipment shall comply with code section Ml 503.1.
Decorative gas fireplace shall comply with code sections 2432.1 —2432.3 or 2434.1-2434.2
Showers shall comply with P2708
Shower control valves shall comply with P2708.4
2
A402
1
A401
1
A403
ELECTRICAL
1. ALL 1201 SINGLE PHASE, 15. AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN
DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER-
RESISTANT RECEPTACLES. (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER 2015 RIC.
5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NFPA 72.
6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
INC)
PLAN LEGEND
0
InCONCRETEFOUNDATION WALL
Oo
8" CONCRETE FOUNDATION WALL W/
3-1/2' STUD AND 1/T GYP. BD. FINISH
C_
B' CONCRETE FOUNDATION WALL W/
4�p "
DUPLEX I QUADPLEX OUTLET
3-1/2' STUD, NO FINISH GYP. BD.
03 §11111N
TWOOD STUD W/1/2"GYP. BID. BOTH
CEILING MOUNTED J -BOX FOR
SIDES
4
4" WOOD STUD W/ 1/2" GYP. BD. BOTH
AUTOMATIC GARAGE DOOR OPENER
SIDES
<4A\a
4' WOOD STUD, 1/2' GYP. BD. ONE SIDE
10 INT. GYP. BD, 6' WOOD STUD, 1/2"
OS
DENSGLASS SHEATHING, VAPOR BARRIER,
HARDIEPANEL VERTICAL SIDINING
1/2' INT. GYP. BD, 6' WOOD STUD, 1/2"
50A 1 r"T72DENSGLASS
SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING
5B
1/2" INT. GYP, BD, 6' WOOD STUD, 1/2"
DENSGLASS SHEATHING, VAPOR BARRIER,
METAL EXT. FINISH
O ®
11T INT. GYP. BD, 6" WOOD STUD, 1/2' EXT.
SHEATHING, VAPOR BARRIER. METAL LATH
GENERAL NOTES
A. DIMENSIONS SHOWN ARE TO FINISH FACE
UNLESS NOTED OTHERWISE.
B. ALL WINDOW/DOOR DIMENSIONS ARE TO
ROUGH OPENING.
C. SEE WALL TYPE TAGS FOR WALL
CONSTRUCTION.
D. ALL NEW INTERIOR WALLS TO BE TYPE' 4'
UNLESS NOTED OTHERWISE.
E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES.
F. DOOR FRAMES TO BE LOCATED 4" FROM
CORNER IN STUD FRAMED WALL UNLESS
NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY
DISCREPANCIES TO THE ARCHITECT FOR
CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP
OF FINISHED FLOOR UNLESS NOTED
OTHERWISE. FLOOR FINISH IS ASSUMED TO
BE 3/4' WOOD FLOORING IN ALL LOCATIONS.
3 -COAT STUCCO, GRAY
fiA r--y—y—y; 1I2' INT. GYP. BD, 3-10 FURRED WOOD STUD, 6- WOOD STUD,
CLQ] 1/T GYP.BD
O 6" WOOD STUD, 1/2' EXT. SHEATHING, WRB,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
Ll 114" = 1'-0"
SYMBOL LEGEND
QM DUPLEX OUTLET W/ ONE RECEPTACLE
CONTROLLED BY WALL SWITCH
®
SWITCH
$y
3 -WAY SWITCH
$D
DIMMER SWITCH
4�p "
DUPLEX I QUADPLEX OUTLET
QM DUPLEX OUTLET W/ ONE RECEPTACLE
CONTROLLED BY WALL SWITCH
®
DUPLEX FLOOWCEILING OUTLET
(Do
220V OUTLET, DEDICATED
H
TV DATA POINT
C�in
WET LOCATION I GROUND -FAULT OUTLET
(Do
SPECIAL PURPOSE OUTLET
OSMOKE
CARBON MONOXIDE I
DETECTOR
EF
EXHAUSTFAN
O
CEILING MOUNTED J -BOX FOR
LIGHT
w`o
noon
PENS
AUTOMATIC GARAGE DOOR OPENER
N
H
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Q�J
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V
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09/21121
THIRD FLOOR
Al 03
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8'-0" (3RD)
VARIES -VAI
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12'-0" (2ND)
5,498
5,495
5,484
5,485
5,499
5,494
5,504
5,504
5,498
n T.O.PLATE PLAN
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09/21/21
T.O.C. 8 T.O.P.
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09/21/21
T.O.C. 8 T.O.P.
Al 04
SHEET NOTES:
BUILDING
1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT
OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER.
5. PAINTISTAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER
FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
6. DOOR DESIGN PER OWNER SPECIFICATION.
7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
20181 -CODES.
8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
IN
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER-
RESISTANT RECEPTACLES. (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER 2015 IRC.
5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NFPA 72.
6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
IRC)
Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical
service space. The main electrical panel shall have a reserved
space to allow installation of a dual pole circuit breaker for future
solar electric installation and shall be labeled "For Future Solar
Electric". The reserved space shall be positioned at the opposite
(load) end from the input feeder location or the main breaker.
PLAN LEGEND GENERAL NOTES SYMBOL LEGEND
0 } A. DIMENSIONS SHOWN ARE TO FINISH FACE
@ SWITCH S 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. W
B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH
ROUGH OPENING
8" CONCRETE FOUNDATION WALL W/ C. SEE WALL TYPE TAGS FOR WALL DIMMER SWITCH
2 3-1IT STUD AND 112" GYP. BD. FINISH CONSTRUCTION.p
D. ALL NEW INTERIOR WALLS TO BE TYPE 4' C DUPLEX I OUADPLEX OUTLET _ S" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. �
3.1/T STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES. QM CONTROLLED
LLEDBOUTLEW1 ONE RECEPTACLE
F. DOOR FRAMES TO BE LOCATED 4" FROM CONTROLLED BV WALL SWITCH
C�� 6" WOOD STUD WI 1/T GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET
�n SIDES NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY 220V OUTLET, DEDICATED
Oe
4-1 WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR
SIDES CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
<q�'' 4" WOOD STUD,1/2'GYP. SO. ONE SIDE
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP ON NDATAPOINT
OF FINISHED FLOOR UNLESS NOTED
IWINT. GYP. BD, 6" WOOD STUD, 1/2" OTHERWISE. FLOOR FINISH IS ASSUMED TO
DENSGO HARDIE PANELSS SHEATHING, SIAPOR BARRIER,
BE 3140 WOOD FLOORING IN ALL LOCATIONS. �Fl WET LOCATION/GROUND-FAULT OUTLET
HARDIEPANEL VERTICAL SIDINING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' (DoSPECIAL PURPOSE OUTLET
O DENSGLASS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING SI CARBON MONOXIDE/
SB 112" INT. GYP. BD, 6" WOOD STUD, 1/2" SMOKE
OR
DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN
METAL EXT. FINISH EF
O 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' EM.O CEILING MOUNTED J -BOX FOR
SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT
3 -COAT STUCCO, GRAY
6p ill" INT. GYP. BD, 3-112" FURRED WOOD STUD, 6' WOOD STUD, AUTOMATIC GARAGE DOOR OPENER
12" GYP.BD PENS
Oj 6" WOOD STUD, 1/2' EXT. SHEATHING, WIRE,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
B14 E
ASMENT
N
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LIGHTING SCHEDULE
TYPE MARK
DESCRIPTION
MOUNTING
COMMENTS
O
CO
0
L.1
RECESSED CAN LIGHT
BATHROOM SCONCE
WET LOCATION RECESSED CAN LIGHT
SEMI -FLUSH OR PENDANT PER OWNER
ISLAND PENDANT LIGHT
OUTDOOR WALL SCONCE
LARGE PENDANT LIGHT PER OWNER
UNDERCABINET LIGHTING
STAIR CHANDELIER
STAIRWALLSCONCE
VANITY SCONCE
MASTER BATH CHANDELIER
RECESSED
_WALL MOUNTED
RECESSED
PENDANT OR SURFACE
PENDANT
WALL MOUNTED
PENDANT
MOUNTED UNDERNEATH UPPER CABINETS
PENDANT, REINFORCE STRUCTURE ABOVE FOR WEIGHT, RE: STRUCTURAL
WALL MOUNTED
_WALL MOUNTED
PENDANT
LED FOR IDD% EFFICIENCY LIGHTING PLAN
LEOFOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
'LED FOR 100% EFFICIENCY LIGHTING PLAN
L.2
L.3
LA
L.5
LA
L.7
LB
LB
L.10
L.11
21
Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical
service space. The main electrical panel shall have a reserved
space to allow installation of a dual pole circuit breaker for future
solar electric installation and shall be labeled "For Future Solar
Electric". The reserved space shall be positioned at the opposite
(load) end from the input feeder location or the main breaker.
PLAN LEGEND GENERAL NOTES SYMBOL LEGEND
0 } A. DIMENSIONS SHOWN ARE TO FINISH FACE
@ SWITCH S 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. W
B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH
ROUGH OPENING
8" CONCRETE FOUNDATION WALL W/ C. SEE WALL TYPE TAGS FOR WALL DIMMER SWITCH
2 3-1IT STUD AND 112" GYP. BD. FINISH CONSTRUCTION.p
D. ALL NEW INTERIOR WALLS TO BE TYPE 4' C DUPLEX I OUADPLEX OUTLET _ S" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. �
3.1/T STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES. QM CONTROLLED
LLEDBOUTLEW1 ONE RECEPTACLE
F. DOOR FRAMES TO BE LOCATED 4" FROM CONTROLLED BV WALL SWITCH
C�� 6" WOOD STUD WI 1/T GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET
�n SIDES NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY 220V OUTLET, DEDICATED
Oe
4-1 WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR
SIDES CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
<q�'' 4" WOOD STUD,1/2'GYP. SO. ONE SIDE
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP ON NDATAPOINT
OF FINISHED FLOOR UNLESS NOTED
IWINT. GYP. BD, 6" WOOD STUD, 1/2" OTHERWISE. FLOOR FINISH IS ASSUMED TO
DENSGO HARDIE PANELSS SHEATHING, SIAPOR BARRIER,
BE 3140 WOOD FLOORING IN ALL LOCATIONS. �Fl WET LOCATION/GROUND-FAULT OUTLET
HARDIEPANEL VERTICAL SIDINING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' (DoSPECIAL PURPOSE OUTLET
O DENSGLASS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING SI CARBON MONOXIDE/
SB 112" INT. GYP. BD, 6" WOOD STUD, 1/2" SMOKE
OR
DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN
METAL EXT. FINISH EF
O 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' EM.O CEILING MOUNTED J -BOX FOR
SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT
3 -COAT STUCCO, GRAY
6p ill" INT. GYP. BD, 3-112" FURRED WOOD STUD, 6' WOOD STUD, AUTOMATIC GARAGE DOOR OPENER
12" GYP.BD PENS
Oj 6" WOOD STUD, 1/2' EXT. SHEATHING, WIRE,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
B14 E
ASMENT
BASEMENT RCP
A201
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BASEMENT RCP
A201
SHEET NOTES:
:1111111911M
1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT
OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT W ITH OWNER.
5. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER
FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
6. DOOR DESIGN PER OWNER SPECIFICATION.
T. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
M181 -CODES.
8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
1\1»TAUVr24
E
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1. ALL 121) -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN
DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BY A LISTED ARGFAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER-
RESISTANT RECEPTACLES. (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REDID PER 2015 IRC.
5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2I7 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NFPA 72.
6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
IRC)
LIGHTING SCHEDULE
ASED CAN LIGHT
RECESSED
LED FOR 100% EFFICIENCY LIGHTING
tCOM SCONCE
WALL MOUNTED
LED FOR 100% EFFICIENCY LIGHTING_
OCATION RECESSED CAN LIGHT
RECESSED
LED FOR 100% EFFICIENCY LIGHTING
LUSH OR PENDANT PER OWNER
PENDANT OR SURFACE
LED FOR 100% EFFICIENCY LIGHTING
]PENDANT LIGHT
PENDANT
LED FOR 100% EFFICIENCY LIGHTING
)OR WALL SCONCE
WALL MOUNTED
LED FOR 100% EFFICIENCY LIGHTING
f PENDANT LIGHT PER OWNER
PENDANT
LED FOR 100% EFFICIENCY LIGHTING
2CABINET LIGHTING
MOUNTED UNDERNEATH UPPER CABINETS
LED FOR 100% EFFICIENCY LIGHTING
CHANDELIER
PENDANT, REINFORCE STRUCTURE ABOVE FOR WEIGHT, RE: STRUCTURAL
LED FOR 100% EFFICIENCY LIGHTING
WALL SCONCE
WALL MOUNTED
LED FOR 100% EFFICIENCY LIGHTING
V SCONCE
WALL MOUNTED
LED FOR 100% EFFICIENCY LIGHTING
PLAN LEGEND
W9S'. WON WM'.A
115".'llAi 4V/A'.A
8" CONCRETE FOUNDATION WALL
8" CONCRETE FOUNDATION WALL WI
3-112" STUD AND 1/2" GYP. BD. FINISH
8" CONCRETE FOUNDATION WALL W/
3-112" STUD, NO FINISH GYP. BD.
6" WOOD STUD W/ 1R' GYP. BD. BOTH
SIDES
4" WOOD STUD W/ 1/2' GYP. BD. BOTH
SIDES
4" WOOD STUD, 1/2' GYP. BD. ONE SIDE
GENERAL NOTES
A. DIMENSIONS SHOWN ARE TO FINISH FACE
UNLESS NOTED OTHERWISE.
B. ALL WINDOW/DOOR DIMENSIONS ARE TO
ROUGH OPENING.
C. SEE WALL TYPE TAGS FOR WALL
CONSTRUCTION.
D. ALL NEW INTERIOR WALLS TO BE TYPE 4'
UNLESS NOTED OTHERWISE.
E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES.
F. DOOR FRAMES TO BE LOCATED 4" FROM
CORNER IN STUD FRAMED WALL UNLESS
NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY
DISCREPANCIES TO THE ARCHITECT FOR
CLARIFICATION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
H. ALL FLOOR LEVEL DATUMS REFERENCE TOP
OF FINISHED FLOOR UNLESS NOTED
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' OTHERWISE. FLOOR FINISH IS ASSUMED TO
DENSGLASS SHEATHING, VAPORBARRIER, BE3/4'WOOD FLOORING IN ALL LOCATIONS.
HARDIEPANEL VERTICAL SIDINING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2'
DENSGLASS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2'
DENSGLASS SHEATHING, VAPOR BARRIER,
METAL EXT. FINISH
1/2" INT. GYP. BD, 6" WOOD STUD, 10 EXT.
SHEATHING, VAPOR BARRIER, METAL LATH,
3 -COAT STUCCO, GRAY
1/2" INT. GYP. BD, 3-1/2" FURRED WOOD STUD, W WOOD STUD,
112" GYP.SD
6" WOOD STUD, 1/2' EXT. SHEATHING, WRB,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
$
SWITCH
$a
3 -WAY SWITCH
$D
DIMMER SWITCH
193 #=o
DUPLEX/ OUADPLEX OUTLET
40
DUPLEX OUTLET W/ ONE RECEPTACLE
0
PENE
CONTROLLED BY WALL SWITCH
®
DUPLEX FLOOR/CEILING OUTLET
O220V
OUTLET, DEDICATED
�w
H
TV DATA POINT
[Fl
WET LOCATION /GROUND -FAULT OUTLET
Gm
SPECIAL PURPOSE OUTLET
S/
CARBON MONOXIDE/
SMOKE DETECTOR
N
EXHAUST FAN
O
CEILING MOUNTED J -BOX FOR
O
m
LIGHT
0
PENE
AUTOMATIC GARAGE DOOR OPENER
FIRST FLOOR RCP
A202
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FIRST FLOOR RCP
A202
SHEET NOTES:
BUILDING
1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR
NOTED ON PLANS, TYPICAL.
2. ALL SHOWER STALLS SHALL HAVE NONABSORBENT SURFACE TO THE HEIGHT
OF 72" MINIMUM AND BE FINISHED PER OWNER SPECIFICATION.
3. BATH AND KITCHEN: CABINETS, BACKSPUSH, MIRROR, AND LIGHTS SHALL BE
INSTALLED PER OWNER SPECIFICATION.
4. HOSE BEES. ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE
NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER,
5. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATION5, REFER TO OWNER
FORLOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER.
6. DOOR DESIGN PER OWNER SPECIFICATION.
7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER
2018 I -CODES.
8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION.
S. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS.
IN
TO PROVIDE PROTECTION OF THE BRANCH CIRCU R.
2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER-
RESISTANT RECEPTACLES. (NEC ARTICLE 406.11)
3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY
LAMPS.
4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER ALL 5IRC
.
5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT
PROVISIONS OF NFPA 72.
6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315
pr.1
SECOND FL
E
a
PLAN LEGEND GENERAL NOTES SYMBOL LEGEND
A. DIMENSIONS SHOWN ARE TO FINISH FACE OSWITCH ma 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE.
B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH
ROUGH OPENING. 3
8" CONCRETE FOUNDATION WALL W/ C. SEE WALL TYPE TAGS FOR WALL DIMMER SWITCH
Oo
3-1/2" STUD AND 1Y" GYP. BE. FINISH CONSTRUCTION. $p
D. ALL NEW INTERIOR WALLS TO BE TYPE '4'
C� 8" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. S)3#nO DUPLEX/OUADPLEX OUTLET
3-1/2" STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES. CONTROLLED
LLEDBOUTLEW/ ONE RECEPTACLE
F. DOOR FRAMES TO BE LOCATED 4"FROM CONTROLLED BY WALL SWITCH
C6" WOOD STUD W/ 1/2' GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET
�n SIDES NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY 20V OUTLET, DEDICATED
4 4" WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR
SIDES CLARIFICATION PRIOR TO PROCEEDING W ITH
CONSTRUCTION.
4A y 4" WOOD STUD, 10 GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP N TV DATA POINT
OF FINISHED FLOOR UNLESS NOTED
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' OTHERWISE. FLOOR FINISH IS ASSUMED TO
DENSGO HARDIE SS PANELSHEATHING, SIAPOR BARRIER,
BE3/4"WOOD FLOORING IN ALL LOCATIONS. �ry WET LOCATION/GROUND-FAULT OUTLET
HARDIEPANEL VERTICAL SIDINING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' Gm SPECIAL PURPOSE OUTLET
O DENSGUSS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING S/ CARBON
MONOXIDE
/
5B 1/2" INT. GYP. ED, 6" WOOD STUD, 1/2' SMOKE
TOR
DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN
METAL EXT. FINISH EF
gO 1/2" INT. GYP. BD, 6" WOOD STUD, ill' EXT. O CEILING MOUNTED J -BOX FOR
SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT
3 -COAT STUCCO, GRAY
O 1/2" INT. GYP. BD, 3-1/2" FURRED WOOD STUD, 6' WOOD STUD, DWp AUTOMATIC GARAGE DOOR OPENER
1/2" GYP.BD verve
Oj 6" WOOD STUD, 1/2' EXT. SHEATHING, WRB,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
2 THIRD FL
N
~
LIGHTING SCHEDULE
TYPE MARK
DESCRIPTION
MOUNTING
COMMENTS
O
m
O
L.1
RECESSED CAN LIGHT
RECESSED
LED FOR 100% EFFICIENCY LIGHTING PLAN
L.2
I BATHROOM SCONCE
WALL MOUNTED
LED FOR 100% EFFICIENCY LIGHTING PLAN
L.3
IWET LOCATION RECESSED CAN LIGHT
RECESSED
LED FOR 100% EFFICIENCY LIGHTING PLAN
LA
L5
L.6
LT
SEMI -FLUSH OR PENDANT PER OWNER
ISLAND PENDANT LIGHT
OUTDOOR WALL SCONCE
'LARGE PENDANT LIGHT PER OWNER
UNDERCABINET LIGHTING
STAIR CHANDELIER
STAIR WALL SCONCE
VANITY SCONCE
MASTER BATH CHANDELIER
PENDANT OR SURFACE
PENDANT
WALL MOUNTED
PENDANT
MOUNTED UNDERNEATH UPPER CABINETS
PENDANT, REINFORCE STRUCTURE ABOVE FOR WEIGHT, RE: STRUCTURAL
'WALL MOUNTED
WALL MOUNTED
PENDANT
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PLAN
LED FOR 100% EFFICIENCY LIGHTING PUN
LED FOR 100% EFFICIENCY LIGHTING PUN
LED FOR 100% EFFICIENCY LIGHTING PUN
L.8
L.9
L.10
LAI
L.13
SECOND FL
E
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PLAN LEGEND GENERAL NOTES SYMBOL LEGEND
A. DIMENSIONS SHOWN ARE TO FINISH FACE OSWITCH ma 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE.
B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH
ROUGH OPENING. 3
8" CONCRETE FOUNDATION WALL W/ C. SEE WALL TYPE TAGS FOR WALL DIMMER SWITCH
Oo
3-1/2" STUD AND 1Y" GYP. BE. FINISH CONSTRUCTION. $p
D. ALL NEW INTERIOR WALLS TO BE TYPE '4'
C� 8" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. S)3#nO DUPLEX/OUADPLEX OUTLET
3-1/2" STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND
WINDOWS SCHEDULES. CONTROLLED
LLEDBOUTLEW/ ONE RECEPTACLE
F. DOOR FRAMES TO BE LOCATED 4"FROM CONTROLLED BY WALL SWITCH
C6" WOOD STUD W/ 1/2' GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET
�n SIDES NOTED OTHERWISE.
G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY 20V OUTLET, DEDICATED
4 4" WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR
SIDES CLARIFICATION PRIOR TO PROCEEDING W ITH
CONSTRUCTION.
4A y 4" WOOD STUD, 10 GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP N TV DATA POINT
OF FINISHED FLOOR UNLESS NOTED
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' OTHERWISE. FLOOR FINISH IS ASSUMED TO
DENSGO HARDIE SS PANELSHEATHING, SIAPOR BARRIER,
BE3/4"WOOD FLOORING IN ALL LOCATIONS. �ry WET LOCATION/GROUND-FAULT OUTLET
HARDIEPANEL VERTICAL SIDINING
1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' Gm SPECIAL PURPOSE OUTLET
O DENSGUSS SHEATHING, VAPOR BARRIER,
HORIZONTAL CEDAR SIDING S/ CARBON
MONOXIDE
/
5B 1/2" INT. GYP. ED, 6" WOOD STUD, 1/2' SMOKE
TOR
DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN
METAL EXT. FINISH EF
gO 1/2" INT. GYP. BD, 6" WOOD STUD, ill' EXT. O CEILING MOUNTED J -BOX FOR
SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT
3 -COAT STUCCO, GRAY
O 1/2" INT. GYP. BD, 3-1/2" FURRED WOOD STUD, 6' WOOD STUD, DWp AUTOMATIC GARAGE DOOR OPENER
1/2" GYP.BD verve
Oj 6" WOOD STUD, 1/2' EXT. SHEATHING, WRB,
DRAINAGE MAT, CEMENT BOARD, THIN -SET
MORTAR, THIN BRICK
2 THIRD FL
SECOND &THIRD FL
RCP
A203
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SECOND &THIRD FL
RCP
A203
2
A403 Ad01 A402
k VERTICAL SIDING OR BOARD &
/ \�Q• 1�4'�1y 6��K — — BATTEN, PAINTED CHARCOAL
— JRA _ _ X. ROOF
z' 0.. — — — — — 5504' - 9" V
BLACK METAL RAILING
/•, '�\ CHARCOAL 3 -COAT STUCCO
VERTICAL SIDING OR
BOARD 8 BATTEN, " �
PAINTED CHARCOAL'?o. VERTICAL SIDING OR BOARD &
e,
BATTEN, PAINTED CHARCOAL
— — —� 3=0" *N — _ THIRD FL
- _ '' ^�a GUTTER AND -.5496' - 9 "
0 DOWNSPOUT PER CODE
-eo vz' R 0.--T.CF.PAF PET AMI
z - 0•a 0"z - D• 5496,3" 7
SUSPENDED STEEL f C -CHANNEL CAN;PTHIN BRICK VENEER
C -CHANNEL CANOPV —� O o
t000p EO EQ g50p
a o /•
3 0 0 OLI
k0
ve-a•-s -STEEL C -CHANNEL
PL -BLDG H EADER OVER GARAGE -
o s
9,-,. _ zo
SECOND FL Il
o' 1
5486'- 3"
PL -BLDG
5._0.. G L6 LB 5'-0.
IWO SIDE SETBACK e 0 6 SIDE SETBACK
_._ _ _ _ _ FIRST FL
— � 5475'
m
BASE PLANE n
L 0 7/�8"
1 East 5472'- 1
WINDOW SCHEDULE.
WINDOW R.O. R.O. HEAD
MARK DESCRIPTIONS OPERATION WIDTH HEIGHT HEIGHT COMMENTS
A
3' 0' X 6'-6" FIXED
FIXED
2' .611
7' 4"
VARIES
MULL WITH WINDOW TYPE "B"
B
2'-0" X T-0" FIXED
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21-01,T
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MULL WITH WINDOW TYPE "C", TEMPER GLASS
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6-6"
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8141
TEMPER IN HAZ LOCATIONS
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T - 4'
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VARIES
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2X6WOODSTUDS
COUNTER FLASHED
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AT 16"O.C.
I_
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METAL COPING, COUNTER
ROOF
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2X MUD SILL PER
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INSULATION AND
TO NAILING STRIP ONLY
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RE: STRUCTURAL
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No
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DETAILS
l l STAIR POP UP
A5 0 2
General
It is the responsibility of the general contractor and sub-ccaa raaors respective to the trades to
review and reconcile any discrepancies between these structural plans and the architectural plans.
Any significant discrepancies shall be reconciled with this office prior to proceeding with
construction.
Framing
MausnalrBeams and Headers
1. Hem -Fir #2 is to have the following minimum design values: Bending Fb=850 psi.; Shear
Fv=150 psi; Modulus of Elasticity E 1,300,(100 psi.
2. Douglas -Fir #1 timber is to have the following minimum design values: Bending Fb=1,350
psi.; Shear Fb=170 psi.; Modulus of Elasticity E=1,600,000 psi.
3. Laminated Veneer Lumber (LVL) is to have the following minimum design values:
Fb=2,600 psi.; Shear Fv=285 psi.; Modulus of Elasticity E=1,900,000 psi.
4. Glue Laminated Timber (Glu=Lam) is to be 24F -V4 Douglas Fir (simple span) or 24F -V8
Douglas -Fir (continuous span) and is to have the following minimum design values:
Fb=2,400 psi.; Shear Ftp=240 psi.; Modulus of Elasticity E=1,800,000 psi.
5. W Shape Red Iron steel beams are to be 50 ksi yield strength (U.N.O.)
6. Beams and Headers shall be connected in accordance with IRC 2018 Table R602.3 (1).
Framed Walls
1. Sill Plates in contact with concrete shall be a species that is naturally resistant to rot or
pressure treated.
2. Exterior walls shall be framed with a minimum of 2x6 studs (U.N.O.) spaced at a maximum
of P-4" on center and sheathed and nailed as shown on the Lateral Bracing Schedule.
2. Garage Exterior walls shall be framed with a minimum of 2x4 studs (U.N.O.) spaced at a
maximum of F-4" on center and sheathed and nailed as shown on the Lateral Bracing
Schedule.
3. Interior Bearing walls shall be framed with a minimum of 2x6 studs (U.N.O.) spaced at a
maximum of P-4" on center and sheathed with Yz" gypsum wallboard (U.N.O. on the
Lateral Bracing Schedule). Fasten gypsum wallboard to studs with 6d nails or 111/4" screws
(type W or S) spaced at 7" on center on panel edges and intermediate supports.
4. Interior Shear walls shall be framed with a minimum of 2x6 studs (U.N.O.) spaced at a
maximum of F-4" on center and sheathed and nailed as shown on the Lateral Bracing
Schedule.
5. Interior Partitions shall be framed with a minimum of 2x4 studs (U.N.O.) spaced at a
maximum of F-4" on center and sheathed with'/z" gypsum wallboard. Fasten gypsum
wallboard to studs with 6d nails or 1 YP screws (type W or S) spaced at 7" on center on
panel edges and intermediate supports.
6. Interior Partitions framed above a slab (Basement, Garage, Slab on Grade) shall be framed
with a minimum of 2x4 studs (U.N.O.) spaced at a maximum of T -O" on center and
sheathed with 11/z" gypsum wallboard. Fasten gypsum wallboard to studs with 6d nails or 1
y" screws (type W or S) spaced at 7" on center at panel edges and at intermediate supports.
Note that the interior partitions framed above a slab are to be suspended from the framing
above. Lumber in contact with concrete shall be a species that is naturally rot resistant or
pressure treated. A minimum 2" gap shall be maintain between the sill plate and the
bottom plate of the suspended partition. Refer to Free Floating Partition detail on this
sheet.
Roofs
1. Rafters shall be installed as specified on the plan or in accordance with the span charts IRC
2018 R802.5.1(1-8). Each rafter shall have a H2.5 anchor installed at each end for uplift
resistance U.N.O. The installation of blocking in not an acceptable substitute for hurricane
anchors.
2. Trusses shall be designed in accordance with 2018 IRC R802.10 and sealed by an engineer
with current Colorado registration. Note: The Contractor is to submit engineered shop
drawings and layouts to this office for approval before ordering or installing materials.
3. Uplift resistant hardware shall be installed as required to resist the uplift loads calculated
by trusses designer. A minimum of (1) H2.5 or equivalent hurricane anchor shall be
installed on each end or each truss. The installation of blocking is not an acceptable
substitute for hurricane anchors.
4. The gravity load of each truss shall be checked against the bearing capacity of the wall
plates and bearing enhancement shall be installed as required.
5. Truss chords or webs that are broken, drilled, or notched shall be repaired in accordance
with a drawing sealed by an engineer with current Colorado registration.
6. Lateral bracing shall be installed as noted on the plan or as noted on the sealed engineered
truss drawings. Note: Shear panels shall be constructed as detailed on this sheet on
installed as indicated on this plan.
7. Roof Sheathing shall be installed as specified on this plan, see Design Loads and
Specification Chart on this sheet.
Floors
1. Joists shall be installed and spaced as specified on this plan. Joists are to be specified in
accordance with the span charts IRC 2018 8502.3.1(1-2) with an emphasis on deflection
performance. Cantilevered joists are sized in accordance with the charts IRC 2018
R5023.3(1-2).
2. I -Joists shall be installed and spaced as specified on the plan. I -Joists are to be specified in
accordance with the span charts provided by the manufacturer with an emphasis on
deflection performance. I -joists specified on this plan may be substituted with equivalent
I -joists produced by alternate manufacturers. If alternate manufactures' I -joists are to be
installed, the contractor shall provide this office with the appropriate span charts and
layouts prior to installing materials. Note: Web -stiffeners shall be installed as required by
the manufacturer's specifications. I -joists that are broken, drilled, or notched shall be
repaired as required by the manufacture's specifications or a drawing sealed by an engineer
with current Colorado registration.
3. Floor Trusses shall be designed in accordance with IRC 2018 R502.11 and sealed by an
engineer with current Colorado registration. Bridging and bracing shall be installed per
manufacturer's specifications. Contractor is to provide engineered shop drawings and
layout to this office for approval prior to ordering materials. Note: Approval shall be
obtained from engineer of record prior to substituting ribbon for rim -board. Floor
Sheathing shall be installed as specified on this plan, see Design Loads and Specification
Chart on this sheet.
Steel
1. Steel plates and columns are to be A36 and A42 steel, respectively. Top and bottom plates are
to be securely fastened to steel columns, beams and foundation.
2. Steel beams are to have a minimum yield stress, Fy, of 50 ksi (A992) and a Modulus of
Elasticity, E, of 29,000 last, unless noted otherwise on plan.
Footings and Foundation
1. Footings are to bear on undisturbed native soil, or compacted structural fill. Any loose soil,
organic and inorganic material is to be removed prior to placing concrete. Footings are not to
be placed on frozen sell. The top surface of footing is to be level. Footings we to be stepped
where it is necessary to change the elevation of the top surface of the footing.
2. Footing, piers and other permanent supports of buildings and structures shall be protected by
extending below the frost line of the locality.
3. The preparation of equipment and place of deposit, mixing, conveying, depositing, and curing
of concrete is to be in accordance with ACI 318. Concrete for this project will have a specified
compressive strength, fc, of not less than 3,000 psi at 28 days. The water- trent ratio is to be
between 0.40 and 0.50. The slump should be around 5". Under no circumstances shall slump
exceed 5". Air entrainment is to be between 5% and 7 11/2%.
4. Cement used in the concrete mix is to conform to Specification for Portland Cement ASTM C
150. Concrete aggregates are to conform to Specification for (normal weight) Concrete
Aggregates ASTM C 33. Water used in the concrete mix is to be clean and free from injurious
amounts of oils, acids, alkalis, salts, organic materials, or other substances deleterious to
concrete or reinforcement.
5. All concrete shall be thoroughly consolidated b suitable means during placement and shall be
8 Y Y S
thoroughly worked around reinforcement and embedded fixtures and into corners of forms.
6. Cold weather requirements ACI 318: Adequate equipment shall be provided for heating
9 ) 9e g
concrete materials and protecting concrete during freezing or near -freezing weather. All
concrete materials and all reinforcement, forms, filters and ground with which concrete is to
come in contact shall be free from frost Frozen materials or materials containing ice shall not
be used. Recommendations for cold weather concreting are given in detail in "Cold Weather
Concreting" reported by ACI Committee 306.
7. Hot weather requirements (ACI 318): During hot weather, proper attention shall be given to
ingredients, production methods, handling, placing protection, and curing to prevent excessive
concrete temperature or water evaporation that could impair required strength or serviceability
of the member or structure. Recommendations for hot weather concreting are given in detail
in "Hot Weather Concreting" reported by ACI Committee 305.
8. Concrete forms shall be removed in such a manner as not impair safety and serviceability of the
structure. Concrete exposed by form removal shall have sufficient strength not to be damaged
by removal operation. The concrete foundation walls are to be adequately braced prior to
backfill.
9. Minimum concrete cover for reinforcement:
a. 3" for concrete cast against and permanently exposed to earth.
6 1 1/2" for concrete exposed to earth or weather.
c. %" of an inch for concrete not exposed to weather or not in contact with ground.
10. Reinforcement is to correspond with Standard Specification for Deformed Reinforcement
(ASTM A 615) and have a minimum yield strength of 60,000 psi. Reinforcement is to be
continuous around corners and step locations. Reinforcement splices are to kept to a
minimum, where splices are required #4 reinforcement is to be lapped a minimum length of
2'-0" and #5 reinforcement is to be lapped a minimum length of T-6". All lapped
reinforcement is to be tied with wire at two locations.
11. Wood sill plates are to be anchored to the foundation with anchor bolts spaced a maximum
of 4'-0" on center, with a bolt at each end, located not more than 1'-0" from each end of the
plate. If the foundation wall is less than T-0" the sill plate is be anchored to the foundation
with one anchor bolt located in the center third of the plate section.
Concrete Slab (Non-Shricfuml)
1. The base for non structural concrete slab is to be of a minimum of 4" thick of clean graded
sand, gravel, or crushed stone passing a 2" sieve. This is placed on top of a prepared sub -grade
that is recommended by the Geotechnical Engineer. To reduce cracking for interior
non-structural concrete slabs, install #4 reinforcement bars at 3'-0" on center each way or 6"
inch by 6" W2.9 by W2.9 welded wire fabric. Reinforcement is to be supported and remain in
place from the center to the upper one third of the slab depth. Concrete slabs are to have an
Isolation joint at foundation walls, columns, pipes and structural elements. Control joints are
to be installed at a depth of Y. the slab depth. The maximum distance between control joints is
10 feet in each direction or a maximum of 100 square feet. Control joints are to be tooled
while slab is placed or saw cut within 12 hours of placement.
Soil/Grading
1. The excavation and fill placement for the foundation is to be observed by a Geotechnical
Engineer to ensure adequate bearing pressure prior to placing concrete. The contaaor/owner
is to follow the recommendations in the geotechnical report for this project.
2. Prior to installing backfill, it is the responsibility of the general contractor to ensure that the
foundation walls are adequately braced by installing the main floor system and securing it to
the top of the foundation walls.
3. Foundation backfill is to be installed in 8" equal lifts and compacted with light mechanical
compaction equipment. Care should be given not to induce lateral stress or damage the
foundation walls. Where possible, backfill both sides of the foundation in equal lifts to
promote stability. Adding water to the back fill, beyond the optimized moisture content, for
settling is not an acceptable means for compaction.
4. Surface drainage is to be diverted to a storm sewer conveyance or to the approved point of
collection so as to not create a hazard. Lots are to be graded to drain surface water away from
foundation walls. The grade is to fall a minimum of 1" per foot within the first 10 feet.
Damp-proofng
1. Dampproofing materials for foundation walls are to be installed on the exterior surface of the
wall, and shall extend from the top of the footing to above ground level. Dampproofing shall
consist of bituminous material, 3 pounds per square yard of acrylic modified cement, 1/8" coat
of surface -bonding cement complying with ASTM C 887, any material permitted for
waterproofing or approved equal.
Perimeter Drain
1. A perimeter drain is to be installed around all concrete and masonry foundations that retain
earth and enclose habitable or usable spaces located below grade. This is to reduce the
potential for the development of hydrostatic pressure and any water that might accumulate in
areas below grade. Perforated pipe shall be installed at or below the area to be protected and
shall discharge by gravity or mechanical means into an approved drainage system. The top of
the drain is to be protected with strips of building paper, and the perforated pipe shall be
placed on a minimum of 2" of washed gravel or crushed rock at least on sieve size larger than
the perforation opening and covered with the same material.
I° d
Foundation Block-out Reinforcement at Door
s -m musicians y
1'4' 'I. "I. V.,
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Foundation Block-out Reinforcement at Window
as comarea
Iaa,
It
_I- Tie reinforcement at
I^.I twolocanone,orcdl.
14I. When horizontal reinforcement
'r l notcommumsatthe corner,
one end must be have a honk
Corner Reinforcement
#4 continuous rebar-�u r_o- mirtimum lap al -0" mirtimum lap
behind the team pocket
I I'
� _'IL_•JI�r-a_
F: `I
sic
Z-0 lap 2'-0"lap
Tie reinamement at
:I Iwo locutions, typical.
h•I Horizontal reinforcement
f with hooks to tie into
interaeains reinforcement.
Tee Reinforcement
#4 continuous rebar
behind the beam pocket
1:
r
I•
4'-lr minimum Ions
#4 rebothelow the
beam pocket.
e4 rebut bent to avoids #4 telar bent to avold�
the beam pocket with me beam reduce with
2'A"minimum. 2'-P minimum.
Beam Pocket Side View
D
Cotmterfort Detail
same: 10 V-lr
she". 2x4
on Cover.
Install Who was at 2$on center,
ancouninum. Drill pilot holes in
Farallon plate to alba "free"
vertical mmement.
plate to concrete slab. Plate shall
osis[ of a wood species naturally
issismvt m rot or pressure treated.
Free Floatine Partition
scale:1 la, - 1'4"
and Icing
shall a ca ngM1 t'
door/wind Commmor f1,:dill://�liam"werala
ahanm n 1 m location wim me xnm-ancon at
arnhltectnral plain. location radiated on
the Foundation Plan.
f
late on the top
e foundation.
Stud Strap -Tie
-Location
samea" = FA^
This plan is designed to 2018 IRC
Foundation Design
Company. Complete Engineering Services, Inc.
Project Number: 19-11193
Date: February 3, 2020
Maximum Bearing Pressure: 2,000 ps.f.
Minimum Bearing Pressure: N/A
Minimum Depth: Y -F (36") frost protection
Design Loads
Floor: 40 p.s.f. Live Wind: v=135 mph
15 p.s.L Dead Exposure C
Roof: 30 p.s.f. Snowduound) Seismic Category: B
20 p.s.f. Dead
Roof Top Deck : 60l s.f. Live
25 p.s.f. Dead
Design Specifications
Floor Sheathing: 3/4" T&G O.S.B. A.P.A. rated 48/2A
g ) nailed
Sit nails at 4" on center on edges and at 8" on
center at intermediate supports.
Roof Sheathing: 7/16" O.S.B. A.PA. rated (24116) nailed ad nails
at 4" on center on edges and at 8" on center at
intermediate supports.
Note: The foundation system shall be inspected by the
engineer of record or designated representative and verified to
the Building Division by means of stamped inspection approval
letter provided to the building inspector prior to, the first rough
framing inspection. A foundation inspection is also required to
be performed by a City of Wheat Ridge building inspector per
2018 IRC, Section R109.1.1
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Foundation Block-out Reinforcement at Door
s -m musicians y
1'4' 'I. "I. V.,
(2) #4 bewdeTremmra nt bars :I
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Foundation Block-out Reinforcement at Window
as comarea
Iaa,
It
_I- Tie reinforcement at
I^.I twolocanone,orcdl.
14I. When horizontal reinforcement
'r l notcommumsatthe corner,
one end must be have a honk
Corner Reinforcement
#4 continuous rebar-�u r_o- mirtimum lap al -0" mirtimum lap
behind the team pocket
I I'
� _'IL_•JI�r-a_
F: `I
sic
Z-0 lap 2'-0"lap
Tie reinamement at
:I Iwo locutions, typical.
h•I Horizontal reinforcement
f with hooks to tie into
interaeains reinforcement.
Tee Reinforcement
#4 continuous rebar
behind the beam pocket
1:
r
I•
4'-lr minimum Ions
#4 rebothelow the
beam pocket.
e4 rebut bent to avoids #4 telar bent to avold�
the beam pocket with me beam reduce with
2'A"minimum. 2'-P minimum.
Beam Pocket Side View
D
Cotmterfort Detail
same: 10 V-lr
she". 2x4
on Cover.
Install Who was at 2$on center,
ancouninum. Drill pilot holes in
Farallon plate to alba "free"
vertical mmement.
plate to concrete slab. Plate shall
osis[ of a wood species naturally
issismvt m rot or pressure treated.
Free Floatine Partition
scale:1 la, - 1'4"
and Icing
shall a ca ngM1 t'
door/wind Commmor f1,:dill://�liam"werala
ahanm n 1 m location wim me xnm-ancon at
arnhltectnral plain. location radiated on
the Foundation Plan.
f
late on the top
e foundation.
Stud Strap -Tie
-Location
samea" = FA^
This plan is designed to 2018 IRC
Foundation Design
Company. Complete Engineering Services, Inc.
Project Number: 19-11193
Date: February 3, 2020
Maximum Bearing Pressure: 2,000 ps.f.
Minimum Bearing Pressure: N/A
Minimum Depth: Y -F (36") frost protection
Design Loads
Floor: 40 p.s.f. Live Wind: v=135 mph
15 p.s.L Dead Exposure C
Roof: 30 p.s.f. Snowduound) Seismic Category: B
20 p.s.f. Dead
Roof Top Deck : 60l s.f. Live
25 p.s.f. Dead
Design Specifications
Floor Sheathing: 3/4" T&G O.S.B. A.P.A. rated 48/2A
g ) nailed
Sit nails at 4" on center on edges and at 8" on
center at intermediate supports.
Roof Sheathing: 7/16" O.S.B. A.PA. rated (24116) nailed ad nails
at 4" on center on edges and at 8" on center at
intermediate supports.
Note: The foundation system shall be inspected by the
engineer of record or designated representative and verified to
the Building Division by means of stamped inspection approval
letter provided to the building inspector prior to, the first rough
framing inspection. A foundation inspection is also required to
be performed by a City of Wheat Ridge building inspector per
2018 IRC, Section R109.1.1
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Date: 09/30/2021
Project: 21-290
Sheet: 1 of 4
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Date: 09/30/2021
Project: 21-290
Sheet: 1 of 4
as sold wall with 7/16" center uncommon. Foundation wan be
]null Ix 10"long O.S.B. sheathing.
anchor bolo at it -it on E E (2)#4mntivuou:
renter mountain. E E Ektenci Hil 4reel ;/4"T&G Flour sheathing Inull fail depth blocking (1)#4 E, 2 314"Tan Flom
3/4"7'&o floor sheathing Install #4 retain at = ° column to hes B panels between l.jolslz� mmrnous = m
¢]•joists per plan. �e'.p'on eenterm � E M1elm¢ ("Or ljoMe per plan. reb § E ce sheathing pe6�
A` -each direction. - 1-loisls per Ira.
(z)#4 continuous rebar
t
IIL==III III E=111th
mammnjoint 13
anal. s?
anchors at 1'4" o.c. (concrete)
again #4 Renal dowels
11 II
)III IIL]
ncenten.
H -�III
III N
Fa -
#4 continuous rebar
117/8" LVL
4
Install T-0"long #4wage
with 6"Ingnnks spaxa
all'-6nncenterwith 2'-0"
-I
I
IIL=III 11Id
well main level rellm
filong hooks spaced
Ih
I
''I
dowels at 2U'nt center.
(2)14"LVL
1.'
III—III III Ili-
II—III—II-
to beam with l/4fd
Inetalnn"9 x 1v'mn g
amm�rbahs at4'-m on
�._
(z)#4 commons renar.
beam cel Plan.
In"ahbetween
l
s$�
weld mllumornonacid.
II.�
Install(2)L4"A36
center maximum.
Ia
atfd'ou center with 2'-0"
gap
_on
U
Gi
Wabeam memuolumn
lr lT�ll
seaners
II
persuaded and
dand
minimum splice laugh.
-1 •'
IT (2)#4 rentinuous rebar.
)
mbeamwdnlansu el
on each
h
side
I '
I'
tmaterial Install In'perimeterIr'
ek-oar or tmaterial
expansion
LVLbeam.
(z)#4 motinnoos rebar.
I.
Install In' Somali
weld mlamnd.
A
at column
sideatmlumn
NN
(2)#4 continuous rebar.
o
ere ring
^t..
II
m0
II
expamiun joint material.
locations, typical
NN'
a
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art
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x
mol web stationers
=
g
.'
pm comma. Inlau #4 venlcal ¢bar
{_•
v
Install #4 vertical rebar
'I
spread at l'-6" on center with
rust
Sweet aU'6'on ashes with
C
INN
[V
�
U
2 A mmunv splice h
minimum ems'
ws3
1-6-o centell r
spaced at l'-6"on «nimwith�
2'-0" minimum splice lengM.
,.N..
'F,
___
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-
2'-0" minimum space Insist
-
__
_
11 foundation
v v
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3"
h'
Steel column per plan. 3"-L
-
b
3"
—
III=III—III=11 _ III=11: III=III=,11 j =111_111—III=1
=11171L --III Is III -I III IpI LI L— I-111-1II--J,
VaneeI =- — Vance— Install square footing n firm — vanes
Refer to Plan 'E Referto Plan vndumnbed soil Refert° Referm Plan
pllaefmszareferlo
Section A Section B Schedule for g Section C
Front Entry/Back Patio Interior Footing Basement Wall
Scale: VP = 1'-0" Scale: 1l2'= l'-0" Scale: ln" =1W"
renter mountain.
I I) #4 continuous rebar.
moan In"0 x]o"long
�
minter Irolts at 4'Jr on
center mam
mum.
T&Gcbe
sruling
,olao
;i�
(1) #4 continuous
length.
is framed wall. E
Connection:
nglall In^cenmeer
mammnjoint 13
anal. s?
anchors at 1'4" o.c. (concrete)
again #4 Renal dowels
#4 retain
)III IIL]
ncenten.
III
III-
mntinuonrebar
Install #4 Renal dowels
Fa -
#4 continuous rebar
117/8" LVL
4
with 6"Ingnnks spaxa
all'-6nncenterwith 2'-0"
-I
(z)#4 choanae renal.
��
Install #4 Factor dowels
filong hooks spaced
Ih
eO
Wrap lmn with foam.
m„mum stake len8th.
with 5- much heoks spaced
f-6- on center with 2'-0"
U
s$�
II.�
a
atfd'ou center with 2'-0"
minimum splice length.
_on
U
Gi
T�//aara
lr lT�ll
pN eter
II
minimum splice laugh.
nsmll In perimeter
�I
""
('2)#4 mntinuon mbar.
qqq
.�
(ON)
tmaterial Install In'perimeterIr'
ek-oar or tmaterial
expansion
11,'.
(z)#4 motinnoos rebar.
Install In' Somali
morn joint malenal
A
NN
o
ere ring
II
II
m0
II
expamiun joint material.
x
JI.
NN'
a
a
art
o
0
g
x
=
g
oartx
a
x
v
—
III=III—III=11 _ III=11: III=III=,11 j =111_111—III=1
=11171L --III Is III -I III IpI LI L— I-111-1II--J,
VaneeI =- — Vance— Install square footing n firm — vanes
Refer to Plan 'E Referto Plan vndumnbed soil Refert° Referm Plan
pllaefmszareferlo
Section A Section B Schedule for g Section C
Front Entry/Back Patio Interior Footing Basement Wall
Scale: VP = 1'-0" Scale: 1l2'= l'-0" Scale: ln" =1W"
renter mountain.
I I) #4 continuous rebar.
moan In"0 x]o"long
�
minter Irolts at 4'Jr on
center mam
mum.
T&Gcbe
sruling
,olao
;i�
(1) #4 continuous
length.
is framed wall. E
Connection:
nglall In^cenmeer
mammnjoint 13
anal. s?
anchors at 1'4" o.c. (concrete)
2x10
#4 retain
)III IIL]
ncenten.
III
III-
mntinuonrebar
4
in
#4 continuous rebar
117/8" LVL
4
#4 mntinung term.
Install #4 Rebar do V : p<
with 6 long hooks spaced II;.
at 1W on cents rwith , m
minimum splice length.
Install ln"perimemr ,,11 (2)#4 mntinuon term.
Pansin joint material. . II
EE IL
IIIIII—II €
I L—III—III-111
Vanes
Ns Refer to Plan 'E
Section F
Front Hall/Garage
Scale: V2"=1'-0"
Section G
Garage Foundation
Scale: In.= r -d'
to the place with
6"x6 xln aback A36 steel plate
Veld (2)2-0 long #4 term to the
plate as shown. Cast plate into
place with due concrete.
6'x6"x In" thick Alt stel plena:
Weld (2)T-0"long rebar to the
plate assnmm Cast plate into
peace with the all
Weld the reducing
in the plateth 1
weld au
Embedded Plate
Colum BaseE132'
scale: IN z: ltW
cel m� 0 0 0 o
2'-0" x 6' x 12 thick A36 steel plate. c
Weld (8) 2'-0long #4 rebar to the
plate u shown. Cast plate into
place with the scratch.
2'rW x 6" x too" thick M6 seed plate.
Weld (8) 2'-0"long most to the
plate as shown. Cast plate into
plac"th the concrete.
Embedded Plate
Colum Base 'EBT
ne
continuous rebar.
ne
continuous rebar.
=,1Ad
bawl
Rehno Plan
Section D
Mud Room/Garage
Sae: in, = r-0"
Section B
Basement Stair Landing/Garage
Sae: lou" = r-0"
~� 8" Foundation Wall (U.N.0).
Indicates Sill Plate and Anchor Bolt Locations.
kJ`TMMA Interior Load Bearing Walls Above.
�—� Beams, Ledgers.
Concrete/Brick/Stone Ledge.
Black -out for Door, etc
_ Floor or Deck Joist.
LVL: Laminated Veneer Lumber.
PLA: Point Load Above. Refer to details on Sheet 1.
- Rha -board Strap -Tie Location, refer to detail.
tinuou8 footings greater than 2'-0" in width shall have (3)
mucus longitudinal #4 rebar and #4 transverse rebar spaced s
on center.
Required Concrete Cover of Reinforcement
:hes for concrete cast against and permanently exposed to each
inches for concrete exposed to earth or weather.
I an inch for concrete not exposed to weather or not in contact
ground.
Interior Footing Schedule
L Size: Reinforcing:
r48 4' -0"x 4' -W x8" (8)#4 rebar each way.
Size:
Connection:
2x10 P.T.
(1) row of 1/2"0 x 6"long wedge
Treated
anchors at 1'4" o.c. (concrete)
2x10
(2) rows 3 5/8" long Ledger Lokscre
��.tti
(I1358) at 1'-4" on center. (studs)
11 71W LVL
(3) rows 5" long Ledger Lok screws
(LL005) at 1'-4" on center. (studs)
117/8" LVL
(3) rows 5" long Ledger Lok screws
Width:
5 1/4"
5 3/4"
6 1/2"
61/2"
R 1/R"
rk: Size: Minimum Arial Chunc
31/2"0, 4 O.D. 52,000 lbs.
5"0, 5 9/16"0 O.D. 85,000 Its.
HSS 3" x 3" x 1/4" thick 35,000 lbs.
HSS 4"x 4" x 1/4" thick 40,000 lbs.
Foundation Plan
Scale: 1/4" =1'47'
V
All elevations are
based on the
architectural plans.
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ate Colum Base TEST
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Foundation Plan
Scale: 1/4" =1'47'
V
All elevations are
based on the
architectural plans.
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Date: 09/30/2021
Project:
21-290
Sheet: 2 of 4
Fill
the each with (2)
Tm V long
Correcct
the steel beam
12"O through
ripped LVL
the LVL to
with(2)
full
`y.,�—�—'—�
(3)2x6
pmu°�my�y
Steel
Beam perplan.
Insall a HGUS414
Indicates exterior wait above
hanger.
Interior Partitions: 2x4 at V4on center.
Steel Beam/Hanger
Beams or Headers: specified on plan.
Connection
Timmer/Il Stud Columns: we plan.
Seats I- -1'A"
(2)14^ LVL Fluab
I- -- _- _- _- 1
Install a WPU width =312", depth =12
1W top flange banger. Weld top fiange
to steel bearm with 3/16"x 312" long
fillet weld centered on the top f auge.
steel
full1/4'A36
web
stillfener.
(tenser. (4) Total.
4)T
O2x12,a
shwith b
affian of
(Centered aror
column to
it lump location)
W12Ob steel beam.
4"xd'x 1/4"A36 Steel plate.
it
Fasten W Neelbwimswu l/4'x
a" cell
WIWO steel beam.
el'long fillet weld on each beam.
0M
o
Fasten to Neel beams will
fr long fillet weld on each
wLo!0
the LVL to
the steel beam with (2)
100 through Was.
m
per plan.
3/4'T&Gfloor
sheat o
I-lmears�
W12x26 steel
beam, beyon
Ilamll(2) U4'
sA36
reel fim-depth web
stiffener on each ate
of beam. (4) Total. Nader plat
(Centered over
column location.)
Weld column to beam with
1/4" fact weld, all around.
Section Hf
Framed Beam Connection 2
Soda- 3/T' = IW
WIWO beam per play WIWO beam per plan.
��nnectbeamswiM�(� � eeer efer to swath
and (9)}/4^O g315 and 9 3/,froM13
bolo mrerro Steel An 1 bola, on thio
Steel lel
I on rids sheet derail on rids sheet
Framed Beam Connection 1
Swale: 34'= 1-4
(3)2x4
A
Exterior Walls: 2x6 at 1'-4" on center.
`y.,�—�—'—�
(3)2x6
pmu°�my�y
�Mwtl
2Hem-
Indicates exterior wait above
r#2rann
hit
Interior Partitions: 2x4 at V4on center.
H--
Beams or Headers: specified on plan.
A
Timmer/Il Stud Columns: we plan.
*JE
I- -- _- _- _- 1
Girder Truss.
3rd Level Framing
Sole: UV = 1'-w
Installs WPU width =3PT, depth=121/4'
lop Flange banger. Weld lop Flange to Mel
beamwith 3/1V x 312' long filletweld
centered on the top forge. �WIdolsts
with hangers.
Exterior Walls: 2x6 at 1'-4" on center.
`y.,�—�—'—�
Interior Bearing Walls: 2x6 or 2x4 at 1'-4"o. c.
pmu°�my�y
�Mwtl
ON M y
Indicates exterior wait above
Interior Partitions: 2x4 at V4on center.
H--
Beams or Headers: specified on plan.
CM n
Timmer/Il Stud Columns: we plan.
Jois Vriciss/Rafter/Outriggers: specified on p
I- -- _- _- _- 1
Girder Truss.
iy
w
>
O2x12,a
shwith b
affian of
'
-start
a" cell
g.
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2x1
Hol
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--
t2
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(M)on
c 0 er.
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h6:
(
T&(2)
(3)a
oor(2)
12
3rd Level Framing
Sole: UV = 1'-w
Installs WPU width =3PT, depth=121/4'
lop Flange banger. Weld lop Flange to Mel
beamwith 3/1V x 312' long filletweld
centered on the top forge. �WIdolsts
with hangers.
hamll(2) U4' M6 steel '(2)toLVL,
W12v50 fvlldepW web stiffener
steel beam. an with aide ofbear. (4)
Term. (Centered over
HSS 4 x 4 main column location.)
level steel
column perplan.
Sectrnn If
2nd Floor at Stairs
Sort: 34, 1'4'
Weld the column to the tiSmel beam per plan. Weld the column to the
steel beam per plan with how plate per plan with
1/4" fillet weld all mound. 1/4" fillet weld all around.
Weld Tx 1 -steel ban
between the columns
at (3) places equally
parol®. IT V0 lowest with l/4" thick
mites (2)2x6 studs Pes¢n the 2x6 Insall (2) 2x6 studs. Fusion the 2x6
studs W stof column with 12"0 studs W stof column with 12"0
through bolts at S-O'on center. through bolts at 24"on center.
around. 1W fillet weld all around.
refeno
92 4 LLTW . ]Z d72 likyll
4^ ° a I1.`f•I
I •Pl 1 I. I
> 1,
Sectiod ff 1 I
PortaPFi aihe at diving
Room Door Wall
Sale: la, = res'
A36 Steel Angle 1
Scale: I- =F V
Legend:
Exterior Walls: 2x6 at 1'-4" on center.
`y.,�—�—'—�
Interior Bearing Walls: 2x6 or 2x4 at 1'-4"o. c.
pmu°�my�y
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ON M y
Indicates exterior wait above
hamll(2) U4' M6 steel '(2)toLVL,
W12v50 fvlldepW web stiffener
steel beam. an with aide ofbear. (4)
Term. (Centered over
HSS 4 x 4 main column location.)
level steel
column perplan.
Sectrnn If
2nd Floor at Stairs
Sort: 34, 1'4'
Weld the column to the tiSmel beam per plan. Weld the column to the
steel beam per plan with how plate per plan with
1/4" fillet weld all mound. 1/4" fillet weld all around.
Weld Tx 1 -steel ban
between the columns
at (3) places equally
parol®. IT V0 lowest with l/4" thick
mites (2)2x6 studs Pes¢n the 2x6 Insall (2) 2x6 studs. Fusion the 2x6
studs W stof column with 12"0 studs W stof column with 12"0
through bolts at S-O'on center. through bolts at 24"on center.
around. 1W fillet weld all around.
refeno
92 4 LLTW . ]Z d72 likyll
4^ ° a I1.`f•I
I •Pl 1 I. I
> 1,
Sectiod ff 1 I
PortaPFi aihe at diving
Room Door Wall
Sale: la, = res'
A36 Steel Angle 1
Scale: I- =F V
Legend:
Exterior Walls: 2x6 at 1'-4" on center.
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Interior Bearing Walls: 2x6 or 2x4 at 1'-4"o. c.
pmu°�my�y
Indicates interior bearing walls above.
ON M y
Indicates exterior wait above
Interior Partitions: 2x4 at V4on center.
H--
Beams or Headers: specified on plan.
CM n
Timmer/Il Stud Columns: we plan.
Jois Vriciss/Rafter/Outriggers: specified on p
I- -- _- _- _- 1
Girder Truss.
LVL: Laminated Veneer Lumber.
PLA: Point Load Above. Install indicated sot
the floor cavities.
C4, ITS
column
d
nista
at ea
2nd Level Framing
Scale: V4"=1' -O"
at each end of cash ranter.
Sort: 1/4'=T-7
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Date: 09/30/2021
Project: 21-290
Sheet: 3 of 4
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Date: 09/30/2021
Project: 21-290
Sheet: 3 of 4
Engineered
(2) no nous
at each end
(2) lis nous at
each intersection.
Fasten interior shear walls to perpendicular
trusses and Door leads win (3)101,mns at
each intersection.
(2) bad nzi6 at each
(2)nodeils intersection.
at each end.
on renter.
Interior shear wall. Rarer to
iIL Framed Walk Now, 5 for
sheathing requvemmtn.
Interior Shear Wall
Parallel to Trusses
Role: 11/2' =1-w
7/16"O.S.B. sheathing
on exeiior race of wall.
sheathing requirements.
�Floar joists or floor
trusses per plan.
Interior Shear Wall
Parallel to Floor Joists
solea 110 = rte
' Irvvtirl I.STA12 on header and wrote
s indicated on both the exterior
and interior faces of the wall.
Irwin ISTM4on Header and out
s indicated on both the exterior
and interior fares of the wall.
training at3"ox.
14"minimlo�m (one story)
2'U'mlvim (two story)
Bnllre averiar face or garage wall is to be sheathed with
Alb"OS.B. and fastened persheathing notes on sheet 1.
Braced Wall Panel Adjacent
to Gara to and Rear Door
OPenin
Scat¢ I t —1' -IF
3rd Level Lateral
Bracing Schedule
Scale: 1/4" = P-0•
Lateral Wall Bracing Legend
Braced wall Panels
1. Construction of this wall shall consist of the inside
face of the wall sheathed with a minimum of 5/8" Type'X' gypsum
board on one face with fasteners spaced at top plate, bottom plate,
and studs at 7" on center maximum. This wall construction is in
accordance with AWC SDPWS Table 4.3C.
2. This shear wall shall have minimum 7/16" O.S.B.
structural sheathing applied to one face of all studs with 8d nails at
6" on center at edges and at intermediate locations. This wall
construction is in accordance with AWC SCPWS Table 4.3.
4. This Perforated Shear wall shall have minimum
7/16" O.S.B. structural sheathing applied to the exterior face of all
studs and cripples spaced at P-4" o.e, maximum. All vertical edges
shall land on a stud and all horizontal edges shall be blocked.
Fasten sheathing with 8d nails at 4" on center at all edges and 6"
on center m the field. The interior face of this wall shall be
sheathed with a minimum of 12" gypsum board with fasteners
spaced at top plate, bottom plate, and studs at 7" on center
maximum. This wall construction is in accordance with AWC
SCPWS Table 4.3.
0311014 5. This Perforated Shear wall shall have minimum 7/16"
O.S.B. structural sheathing applied to the exterior face of all studs
and cripples spaced at 1'-4" o.c. maximum. All vertical edges shall
land on a said and all horizontal edges shall be blacked. Fasten
sheathing with Sd Haile at 3" on cemer at all edges and 6" on]nails
in the field. The interior face of this wall shall be sheathed
minimum of 12" gypsum board with fasteners spaced at top
bottom plate, and studs at 7" on center maximum. This wal
construction is in accordance with AWC SCPWS Table 4.3.
2018 IRC required connections for Braced Wall
(unless noted otherwise).
1. Rim -board to Sill Plate or Top Plate - Connect with Wil
at 4" on center.
2. Joists to Sill Plate or Top Plate -Connect each end with
nails.
3. Bottom Plate of Shear Wall m Floor/Rim-board - (4) Me
at VA" (16') on center.
2nd Level Lateral
Bracing Schedule
Scale: for = 14"
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3rd Level Lateral
Bracing Schedule
Scale: 1/4" = P-0•
Lateral Wall Bracing Legend
Braced wall Panels
1. Construction of this wall shall consist of the inside
face of the wall sheathed with a minimum of 5/8" Type'X' gypsum
board on one face with fasteners spaced at top plate, bottom plate,
and studs at 7" on center maximum. This wall construction is in
accordance with AWC SDPWS Table 4.3C.
2. This shear wall shall have minimum 7/16" O.S.B.
structural sheathing applied to one face of all studs with 8d nails at
6" on center at edges and at intermediate locations. This wall
construction is in accordance with AWC SCPWS Table 4.3.
4. This Perforated Shear wall shall have minimum
7/16" O.S.B. structural sheathing applied to the exterior face of all
studs and cripples spaced at P-4" o.e, maximum. All vertical edges
shall land on a stud and all horizontal edges shall be blocked.
Fasten sheathing with 8d nails at 4" on center at all edges and 6"
on center m the field. The interior face of this wall shall be
sheathed with a minimum of 12" gypsum board with fasteners
spaced at top plate, bottom plate, and studs at 7" on center
maximum. This wall construction is in accordance with AWC
SCPWS Table 4.3.
0311014 5. This Perforated Shear wall shall have minimum 7/16"
O.S.B. structural sheathing applied to the exterior face of all studs
and cripples spaced at 1'-4" o.c. maximum. All vertical edges shall
land on a said and all horizontal edges shall be blacked. Fasten
sheathing with Sd Haile at 3" on cemer at all edges and 6" on]nails
in the field. The interior face of this wall shall be sheathed
minimum of 12" gypsum board with fasteners spaced at top
bottom plate, and studs at 7" on center maximum. This wal
construction is in accordance with AWC SCPWS Table 4.3.
2018 IRC required connections for Braced Wall
(unless noted otherwise).
1. Rim -board to Sill Plate or Top Plate - Connect with Wil
at 4" on center.
2. Joists to Sill Plate or Top Plate -Connect each end with
nails.
3. Bottom Plate of Shear Wall m Floor/Rim-board - (4) Me
at VA" (16') on center.
2nd Level Lateral
Bracing Schedule
Scale: for = 14"
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1st Level Lateral
Bracing Schedule
Rate: 1/4"=I'-0"
2
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1st Level Lateral
Bracing Schedule
Rate: 1/4"=I'-0"
2
Date: 09/30/2021
Project: 21-290
Sheet: 4 of 4
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Date: 09/30/2021
Project: 21-290
Sheet: 4 of 4
From: no-reolv(alci.wheatridae.m. us
To: CommDev Pets
Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application
Date: Monday, November 8, 20215:11:26 PM
Electrical Service Change/Upgrade/Electrical Work Permit
Application
This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE
CHANGE OR UPGRADE (200 amps or less).
YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN
ORDER FOR THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for No
electrical service
change or upgrade -
200 amps or less?
PROPERTY INFORMATION
Is this Residential or Residential
Commercial?
Property Address 3267 Gray Street
Property Owner Name Brent Metz
Property Owner Phone 563-542-5068
Number (enter WITH
dashes, eg 303-123-
4567)
Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Fillable Ddf
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
CONTRACTOR INFORMATION
Contractor Business Rayo Electric, Inc.
Name
Contractor's License
021696
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone
720-732-0990
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
rayoelectricinc@hotmail.com
Address
Retype Contractor
rayoelectricinc@hotmail.com
Email Address
DESCRIPTION OF WORK
Scope of Work
New Construction Temporary Meter 100 amps Overhead
Location of work
House
(garage, house, etc)
Provide additional
n/a
details, if needed.
Project Value (contract
900
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Alejandro Guerrero
Permit
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