HomeMy WebLinkAboutPackets - Planning and Zoning Commission (171)
AGENDA
ORO VALLEY PLANNING AND ZONING COMMISSION
REGULAR SESSION
June 2, 2020
https://orovalley.zoom.us/j/99642052222
1-312-626-6799
Executive Sessions – Upon a vote of the majority of the Planning and Zoning Commission, the Commission may
enter into Executive Sessions pursuant to Arizona Revised Statues §38-431.03 (A)(3) to obtain legal advice on
matters listed on the Agenda.
REGULAR SESSION AT OR AFTER 6:00 PM
CALL TO ORDER
ROLL CALL
PLEDGE OF ALLEGIANCE
CALL TO AUDIENCE - at this time, any member of the public is allowed to address the Commission on any
issue not listed on today’s agenda. Pursuant to the Arizona open meeting law, individual Commission
members may ask Town staff to review the matter, ask that the matter be placed on a future agenda, or
respond to criticism made by speakers. However, the Commission may not discuss or take legal action on
matters raised during "Call to Audience." In order to speak during "Call to Audience", please specify what
you wish to discuss when completing the blue speaker card.
COUNCIL LIAISON COMMENTS
REGULAR SESSION AGENDA
1.REVIEW AND APPROVAL OF THE MAY 5, 2020 REGULAR SESSION MEETING MINUTES
2.DISCUSSION AND POSSIBLE ACTION ON A CONCEPTUAL ARCHITECTURE REQUEST FOR A NEW
MULTI-PURPOSE BUILDING AT PUSCH RIDGE CHRISTIAN ACADEMY, 2000761
3.DISCUSSION AND POSSIBLE ACTION ON A REQUEST FOR CONCEPTUAL MODEL HOME
ARCHITECTURE FOR THE MILLER RANCH SUBDIVISION, LOCATED NEAR THE NORTHWEST
CORNER OF TANGERINE ROAD AND LA CAÑADA DRIVE, 2000236
4.PUBLIC HEARING: DISCUSSION AND POSSIBLE ACTION REGARDING A PROPOSED CODE
AMENDMENT TO THE NOISE ABATEMENT STANDARDS ONLY FOR NEW AND SPECIFIC LAND USE
TYPES AND SEPARATION REQUIREMENTS FOR CONVENIENCE USES OF THE ZONING CODE
PLANNING UPDATE (INFORMATIONAL ONLY)
ADJOURNMENT
POSTED: 5/26/2020 at 5:00 p.m. by pp
POSTED: 5/26/2020 at 5:00 p.m. by pp
When possible, a packet of agenda materials as listed above is available for public inspection at least 24 hours prior
to the Commission meeting in the Town Clerk's Office between the hours of 8:00 a.m. – 5:00 p.m.
The Town of Oro Valley complies with the Americans with Disabilities Act (ADA). If any person with a disability needs
any type of accommodation, please notify the Town Clerk’s Office at least five days prior to the Commission meeting
at 229-4700.
*Instructions to Speakers
Members of the public have the right to speak during any posted Public Hearing. However, those items not
listed as a Public Hearing are for consideration and action by the Planning and Zoning Commission during
the course of their business meeting. Members of the public may be allowed to speak on these topics at the
discretion of the Chair.
In accordance with Amendment #2 of the Mayoral Proclamation of Emergency issued on March 27, 2020, the
following restrictions have been placed on all public meetings until further notice:
1. In-person attendance by members of the public is prohibited.
2. Members of the public can either watch the public meeting
online https://www.orovalleyaz.gov/town/departments/town-clerk/meetings-and-agendas or, if they would like to
participate in the meeting (e.g. speak at Call to Audience or speak on a Regular Agenda item), they can attend the
meeting and participate via the on-line meeting application, Zoom: https://orovalley.zoom.us/j/99642052222 , or may
participate telephonically only by dialing 1-312-626-6799 prior to or during the posted meeting.
3. If a member of the public would like to speak at either Call to Audience or on a Regular Agenda item, it is highly
encouraged to email your request to speak to jancona@orovalleyaz.gov and include your name and town/city of
residence in order to provide the Mayor/Chair with advance notice so you can be called upon more efficiently during
the Zoom meeting.
4. All members of the public who participate in the Zoom meeting either with video or telephonically will enter the
meeting with microphones muted. For those participating via computer/tablet/phone device, you may choose
whether to turn your video on or not. If you have not provided your name to speak prior to the meeting as specified in
#3 above, you will have the opportunity to be recognized when you “raise your hand.” Those participating via
computer/tablet/phone device can click the “raise your hand” button during the Call to the Public or Regular Agenda
item, and the Chair will call on you in order, following those who submit their names in advance. For those
participating by phone, you can press *9, which will show the Chair that your hand is raised. When you are
recognized at the meeting by the Chair, your microphone will be unmuted by a member of staff and you will have
three minutes to speak before your microphone is again muted.
5. If a member of the public would like to submit written comments to the Planning and Zoning Commission for their
consideration prior to the meeting, please email those comments to jancona@orovalleyaz.gov , no later than sixty
minutes before the public meeting. Those comments will then be electronically distributed to the public body prior to
the meeting.
If you have any questions, please contact the Commission’s recording secretary at jancona@orovalleyaz.gov.
Thank you for your cooperation.
“Notice of Possible Quorum of the Oro Valley Town Council, Boards, Commissions and Committees: In accordance
with Chapter 3, Title 38, Arizona Revised Statutes and Section 2-4-4 of the Oro Valley Town Code, a majority of the
Town Council, Board of Adjustment, Historic Preservation Commission, Parks and Recreation Advisory Board,
Stormwater Utility Commission, and Water Utility Commission may attend the above referenced meeting as a
member of the audience only.”
Planning & Zoning Commission 1.
Meeting Date:06/02/2020
Requested by: Bayer Vella, Community and Economic Development
Case Number: N/A
SUBJECT:
REVIEW AND APPROVAL OF THE MAY 5, 2020 REGULAR SESSION MEETING MINUTES
RECOMMENDATION:
Staff recommends approval.
EXECUTIVE SUMMARY:
N/A.
BACKGROUND OR DETAILED INFORMATION:
N/A.
FISCAL IMPACT:
N/A.
SUGGESTED MOTION:
I MOVE to approve (approve with changes), the May 5, 2020 meeting minutes.
Attachments
5-5-2020 Draft Minutes
D R A F T
MINUTES
ORO VALLEY PLANNING AND ZONING COMMISSION
REGULAR SESSION
May 5, 2020
VIA ZOOM MEETING
REGULAR SESSION AT OR AFTER 6:00 PM
CALL TO ORDER
Chair Gambill called the meeting to order at 6:00 p.m.
ROLL CALL
Present: Celeste Gambill, Chair
Jacob Herrington, Vice Chair
Hal Bergsma, Commissioner
Neal Herst, Commissioner
Ellen Hong, Commissioner
Skeet Posey, Commissioner
Daniel Sturmon, Commissioner
Staff Present:Michael Spaeth, Principal Planner
Joe Andrews, Chief Civil Deputy Attorney
Attendees: Melanie Barrett, Town Council Liaison
PLEDGE OF ALLEGIANCE
Chair Gambill recited the Pledge of Allegiance to the Commission and audience.
Chair Gambill also provided instructions regarding conduct and participation in the meeting. There were no speaker
requests for the Call to Audience.
COUNCIL LIAISON COMMENTS
Council Liaison Melanie Barrett provided an update on past and upcoming Town Council meetings as related to
Planning items. She also thanked all Town staff for their hard work during this pandemic, and stated the Town
Council has the community at the forefront of their thoughts during this situation.
REGULAR SESSION AGENDA
1.REVIEW AND APPROVAL OF THE MARCH 3, 2020 REGULAR SESSION MEETING MINUTES
Motion by Commissioner Hal Bergsma, seconded by Vice Chair Jacob Herrington to approve the March
3, 2020 meeting minutes.
A roll call vote was taken:
May 5, 2020 Planning and Zoning Commission Meeting Minutes 1
A roll call vote was taken:
Chair Gambill - Aye
Vie Chair Herrington - Aye
Commissioner Bergsma - Aye
Commissioner Herst - Aye
Commissioner Hong - Aye
Commissoner Posey - Aye
Commissioner Sturmon - Aye
Vote: 7 - 0 Carried
2.DISCUSSION AND POSSIBLE ACTION TO PERMIT A MONUMENT SIGN IN THE RIGHT-OF-WAY OF
TANGERINE ROAD FOR THE ST. MARK CHURCH LOCATED AT 2727 W. TANGERINE ROAD
Senior Planning Technician Patty Hayes provided a presentation that included the following:
- Purpose
- Subject property
- Sign location
- Location sign standards
- General Plan
- Summary
Applicant Mitch Lorenz, representing St. Mark Church, provided a presentation that included the following:
- Summary of key points
- View of St. Mark church, emphasizing the long setback
- View simulations showing proposed sign location
- Overall sign design as related to height and width
- Enlarged median plan view
- The sign is needed for safe wayfinding
Discussion ensued between the Commission, applicant and staff.
Chair Gambill opened the public hearing.
There were no speaker requests.
Chair Gambill closed the public hearing.
Motion by Commissioner Skeet Posey, seconded by Commissioner Daniel Sturmon to recommend
approval of the proposed right-of way sign location for St. Mark Church based on the finding that it meets
the standards of the Zoning Code.
A roll call vote was taken:
Chair Gambill - Aye
Vie Chair Herrington - Aye
Commissioner Bergsma - Aye
Commissioner Herst - Aye
Commissioner Hong - Aye
Commissoner Posey - Aye
Commissioner Sturmon - Aye
Vote: 7 - 0 Carried
May 5, 2020 Planning and Zoning Commission Meeting Minutes 2
3.DISCUSSION AND POSSIBLE ACTION REGARDING A MASTER SIGN PROGRAM FOR THE
PROPERTY KNOWN AS TWO ORACLE PLACE, LOCATED AT 7315 N. ORACLE ROAD
Senior Planning Technician Patty Hayes provided a presentation that included the following:
- Purpose
- Subject property
- Master sign program
- Monument and entryway signs
- Existing monument sign
- New monument sign
- Wall signs
- Summary
Applicant Melissa Lal, representing Larsen Baker, provided a presentation that included the following:
- Center will have a contemporary look, which this master sign program will complement
- Outlined the challenges and competition with the property
- Construction scheduled to start this week; with the current challenges, signage is critically important for
this property to be successful
Keri Silvyn, representing Lazarus & Silvyn Law Offices, also provided a presentation that included the
following:
- Reviewed aerial view and provided details on property, noting the 1200 feet of frontage property
- The property was always meant to function as a cohesive center
- The uniqueness of the building and the goals of the sign program
- Reviewed the existing and proposed monument sign at south entrance
- Reviewed entryway signage, wall signs and under canopy signs
- Summary of modifications the applicant is requesting
Discussion ensued among the Commission, applicant and staff.
Chair Gambill opened the public hearing.
There were no speaker requests.
Chair Gambill closed the public hearing.
Further discussion continued among the Commission and applicant.
Motion by Commissioner Hal Bergsma, seconded by Commissioner Daniel Sturmon to recommend
approval of the master sign program in Attachment 1, for Two Oracle Place based on the finding that the
proposed sign program is consistent with the Design Principles.
A roll call vote was taken:
Chair Gambill - Aye
Vie Chair Herrington - Aye
Commissioner Bergsma - Aye
Commissioner Herst - Nay
Commissioner Hong - Aye
Commissoner Posey - Aye
Commissioner Sturmon - Aye
Vote: 6 - 1 Carried
May 5, 2020 Planning and Zoning Commission Meeting Minutes 3
OPPOSED: Commissioner Neal Herst
4.DISCUSSION AND POSSIBLE ACTION REGARDING PROPOSED GRAZING IN A PORTION OF
STONE CANYON NEIGHBORHOOD 7, LOCATED NORTH OF TORTOLITA MOUNTAIN CIRCLE
ABUTTING THE TOWN'S BOUNDARIES
A. PUBLIC HEARING: A TEXT AMENDMENT TO THE RANCHO VISTOSO PLANNED AREA
DEVELOPMENT TO ADD GRAZING AS A CONDITIONAL USE TO THE LOW-DENSITY RESIDENTIAL
ZONING DISTRICT
B. PUBLIC HEARING: A CONDITIONAL USE PERMIT ALLOWING GRAZING IN A PORTION OF
STONE CANYON NEIGHBORHOOD 7, LOCATED NORTH OF TORTOLITA MOUNTAIN CIRCLE
ABUTTING THE TOWN'S BOUNDARIES
Principal Planner Milini Simms provided a presentation that included the following:
- Purpose
- Subject area
- Existing Zoning Standards
- Item A: Text amendment to RV PAD
- Item B: CUP for grazing in part of Stone Canyon and mitigation measures
- General Plan Conformance
- Summary and Recommendation
Paul Oland with Paradigm Land Design, representing the applicant, provided a presentation that included
the following:
- Land has a history of grazing dating back decades; this property is part of a large grazing area that
extends into Pima and Pinal counties
- The subject property is approximately 209 acres; most residents are not even aware of current grazing,
which is pulled back as development occurs
- Application is seeking to continue the historic grazing
- The Stone Canyon CC&Rs do approve of the grazing
Discussion ensued among the Commission, applicant and staff.
Chair Gambill opened the public hearing.
The following individuals spoke on Agenda Item #4:
- Michael Staab, Oro Valley resident
- Tim Bohen, Oro Valley resident
- Mark Henning, Oro Valley resident
Chair Gambill closed the public hearing.
Further discussion ensued among the Commission, applicant and staff.
Motion by Commissioner Hal Bergsma, seconded by Vice Chair Jacob Herrington to recommend
approval of the text amendment (Item A) to the Rancho Vistoso Planned Area Development to add farming
and ranching activities, including grazing, as a conditional use to the Low Density Residential zoning district
based on the finding it is in conformance with the General Plan.
A roll call vote was taken:
May 5, 2020 Planning and Zoning Commission Meeting Minutes 4
A roll call vote was taken:
Chair Gambill - Aye
Vie Chair Herrington - Aye
Commissioner Bergsma - Aye
Commissioner Herst - Aye
Commissioner Hong - Aye
Commissoner Posey - Aye
Commissioner Sturmon - Aye
Vote: 7 - 0 Carried
Motion by Commissioner Hal Bergsma, seconded by Vice Chair Jacob Herrington to recommend
approval (Item B) of a conditional use permit allowing grazing in a portion of Stone Canyon Neighborhood
7, as depicted in Attachment 1 and subject to the conditions in Attachment 5, based on the finding it is in
conformance with the Zoning Code, except that the recommended condition of approval #4 shall be
amended to state an average of three (3) head of cattle shall graze the subject property, and no more than
ten (10) head of cattle shall graze the subject property at any given time.
A roll call vote was taken:
Chair Gambill - Aye
Vie Chair Herrington - Aye
Commissioner Bergsma - Aye
Commissioner Herst - Aye
Commissioner Hong - Aye
Commissoner Posey - Aye
Commissioner Sturmon - Aye
Vote: 7 - 0 Carried
PLANNING UPDATE (INFORMATIONAL ONLY)
Principal Planner Michael Spaeth provided the Planning Update: two upcoming Zoom neighborhood meetings and
tentative agenda items scheduled for the next Planning and Zoning Commission meeting on June 2, 2020.
ADJOURNMENT
Motion by Commissioner Hal Bergsma, seconded by Commissioner Daniel Sturmon to adjourn the
meeting.
Vote: 7 - 0 Carried
Chair Gambill adjourned the meeting at 8:42 p.m.
I hereby certify that the foregoing minutes are a true and correct copy of the minutes of the regular session of the
Town of Oro Valley Planning and Zoning Commission of Oro Valley, Arizona held on the 5th day of May, 2020. I
further certify that the meeting was duly called and held and that a quorum was present.
Dated this _____ day of ____________________, 2020.
_________________________________
Jeanna Ancona, Senior Office Specialist
May 5, 2020 Planning and Zoning Commission Meeting Minutes 5
Planning & Zoning Commission 2.
Meeting Date:06/02/2020
Requested by: Bayer Vella, Community and Economic Development
Case Number: 2000761
SUBJECT:
DISCUSSION AND POSSIBLE ACTION ON A CONCEPTUAL ARCHITECTURE REQUEST FOR A NEW
MULTI-PURPOSE BUILDING AT PUSCH RIDGE CHRISTIAN ACADEMY, 2000761
RECOMMENDATION:
Staff recommends approval of the conceptual architecture for the new multi-purpose building at Pusch Ridge
Christian Academy as shown in Attachment 1.
EXECUTIVE SUMMARY:
The purpose of this request is to consider Conceptual
Architecture for the addition of an approximately 17,000
square foot multi-purpose building at Pusch Ridge Christian
Academy (Attachment 1). The campus is located east of
Oracle Road between Calle Concordia and Linda Vista
Boulevard as shown on the map to the right.
The property is zoned as Private Schools and Churches.
This zoning district permits buildings up to 24 feet in height,
but gymnasiums may be increased to 36 feet subject to
Planning and Zoning Commission approval. The applicant is
requesting this allowance for the proposed building.
The proposed building uses similar architectural and design
features found throughout the existing campus and
conforms to the previously approved Master Development
Plan.
The proposal is in conformance with the Design Principles
and Design Standards of the Zoning Code and staff recommends approval.
BACKGROUND OR DETAILED INFORMATION:
Related Approvals
1980: Development Plan approved
2003: Updated Master Development Plan Approved by Town Council
2003: Revised Master Development Plan Approved, dividing a 40,000 sf classroom building into two separate
buildings
2003: Architecture for a classroom building (Building 2) approved by the Development Review Board
2019: Architecture for a classroom building (Building 3) and a modular building approved by Town Council
2020: Revised Master Development Plan approved, reflecting Building 3 and the modular building
2020: Public Art approved for the campus by Town Council
Existing Site Conditions
Zoning: Private Schools and Churches
Area of the development is 48.17 acres
Soccer, baseball, and football fields
Basketball court
Parking areas
Modular buildings
Building 1 (51,470 sf)
Classroom Building 2 (18,600 sf)
Classroom Building (under construction, 20,400 sf)
Proposed Improvements
Construct a new approximately 17,000 sf multi-purpose building
The proposed multi-purpose building will be located south of the
outdoor performing arts amphitheater near the main entrance to
the school and will be situated near Building 2 and a future
modular building, as shown in the image to the right and in
Attachment 2. It uses consistent architectural elements and
colors as the design of existing buildings on campus. The
proposed location is in conformance with the previously
approved Master Development Plan (Attachment 3).
The following is a list of noteworthy Design Principles
in italics followed by staff commentary:
Conceptual Architectural Design Review Principles, Zoning
Code
Section 22.9.D.5.b.i: Design: building architectural design shall be appropriate for the climate and characteristics of
the Sonoran Desert, including indigenous and traditional textures, colors, and shapes found in and around Oro
Valley. All development shall maintain and strengthen the high quality of design exemplified in Oro Valley through
project creativity and design excellence.
The proposed multi-purpose building incorporates architectural styles, materials, and colors found in the Oro Valley
area and compliments the existing buildings and overall style of the campus, particularly Buildings 2 and 3 which
have a complimentary design (Attachment 4). The multi-purpose building uses similar colors and materials as the
existing classroom buildings including smooth and split face CMU block, metal panels with a rusted finish, and
metal canopies over the entrances and covered patios painted to match the existing buildings. Awnings over the
windows promote energy conservation and a design appropriate to the Sonoran Desert environment. Overall, the
design of the proposed multi-purpose building and the durable materials used creates a cohesive design and
compliments the larger campus and Oro Valley community.
Section 22.9.D.5.b.ii: Scale, Height and Mass: building scale, height and mass shall be consistent with the
Town-approved intensity of the site, designated scenic corridors, and valued mountain views. Buildings shall be
designed to respect the scale of adjoining areas and should mitigate the negative and functional impacts that arise
from scale, bulk and mass.
The height of the proposed multi-purpose building is 36 feet to the top of the parapet. The Town Zoning Code
permits buildings up to 24 feet tall in the subject zoning district and gymnasiums may be up to 36 feet tall subject to
Planning and Zoning Commission approval. The applicant is requesting this allowance. Existing buildings on
campus range from 19 feet to 28 feet in height. The proposed multi-purpose building will be the tallest on campus,
but is within the height allowance permitted by the Zoning Code.
Regarding potential visual impacts from the requested height, the multi-purpose building is proposed just southeast
of the main entrance to the school adjacent to the outdoor performing arts amphitheater, which is a focal point of
the campus. West of the proposed building is a parking lot and Oracle Road is over 700 feet away. East of the
proposed building is Building 2 (existing classrooms), and National Forest Service land. The building will have little
to no visual impact from adjacent properties or roadways due to its distance from surrounding areas. All mechanical
equipment, such as air conditioning units, will be mounted on the roof and fully screened.
The footprint of the multi-purpose building mirrors that of other campus buildings and is within the approved square
footage indicted on the original Master Development Plan approved in 2003 (Attachment 3). The applicant has
stepped back the top portion of the building on the south, east, and west facades which serves to break up the
mass of the building. Rusted metal paneling, parapets, windows, and a covered entryway and patio also work to
soften the bulk of the building.
Section 22.9.D.5.b.iii: Facade Articulation: all building facades shall be fully articulated, including variation in
building massing, roof planes, wall planes, and surface articulation. Architectural elements including, but not limited
to, overhangs, trellises, projections, awnings, insets, material, and texture shall be used to create visual interest that
contributes to a building’s character.
As previously mentioned, the proposed multi-purpose building utilizes varied wall planes by stepping back the top
part of the building on three facades. All four sides of the building also use a variety of colors and materials that add
visual interest and compliments the larger campus. The main entrance to the building is on the north elevation and
the applicant has included a covered entry-way that adds dimension to the prominent facade. Numerous windows
on the north elevation also articulate the part of the building that will be most visible from within the main campus.
The east elevation faces National Forest and Building 2 and is not visible from the campus entrance or parking lot.
Because of this, and the interior layout of the building, including a performance stage, (Attachment 5), no windows
have been included aside from the entrance. The east facade does have a covered patio over the entrance and the
maintenance ladder will be painted to match the metal paneling.
The south facade will also not be visible and sits lower due to topography. Due to bathrooms and locker rooms on
this end of the building, no windows have been added to the lower level of the building but the upper portion does
have windows. The west elevation is where storage and kitchen facilities are located and additional windows on the
lower portion is difficult (Attachment 5). The west elevation faces the school parking lot and a future modular
building.
Overall, the applicant has used a variety of colors, materials, projections, and variations of the wall planes that
successfully articulate all facades of the building and break up its mass and bulk. As shown, the proposed
conceptual architecture complies with the Zoning Code.
Design Standards Analysis
The proposed multi-purpose building is in conformance with the Design Standards found in Addendum A of the
Town Zoning Code by providing four sided architecture, articulated facades, varied roof lines with the use of
parapets, and a varied material and color pallette. The mass of the proposed multi-purpose building is also
minimized by using varied wall planes, awnings and covered entryways, and the use of two types of masonry block
that add a variety of texture. The overall design of the building compliments the existing color, massing, and
materials of existing structures at Pusch Ridge Christian Academy.
Summary and Recommendation
This proposal has been reviewed for conformance with both the Design Principles and Design Standards of the
Zoning Code. Staff has found that the request complies with the review criteria and recommends approval.
FISCAL IMPACT:
N/A
SUGGESTED MOTION:
I MOVE to recommend approval of the Conceptual Architecture for the proposed multi-purpose building at Pusch
Ridge Christian Academy, based on the findings that the request complies with the Design Principles and Design
Standards of the Zoning Code.
OR
I MOVE to recommend denial of the Conceptual Architecture for the proposed multi-purpose building at Pusch
Ridge Christian Academy, based on a finding that ____________.
Attachments
Attachment 1: Applicant Submittal
Attachment 2: School Map
Attachment 3: Approved Master Development Plan
Attachment 4: Photos of Existing Campus Buildings
Attachment 5: Proposed Floor Plan
CONCEPTUAL ARCHITECTURE REVIEW SUBMITAL - Revision 1
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
NORTHEAST PERSPECTIVE
PUSCH RIDGE CHRISTIAN ACADEMY
9500 N. ORACLE RD. ORO VALLEY,AZ
EXTERIOR PERSPECTIVE OF SOUTHEAST CORNER
Pusch Ridge Christian Academy | Oro Valley, AZ |April 23, 2020
PROJECT DESCRIPTION:
The proposed project is a 17,000 s.f. Multi-Purpose Room for
Pusch Ridge Christian Academy on an 48.59-acre parcel on the
corner of Oracle Rd and Linda Vista Blvd. The building comprise
of a full kitchen, basketball court / cafeteria, locker rooms,
restroom, offices and a performance platform. The MPR is
developed for up to 740 occupants from the existing school.
ARCHITECTURAL DESIGN STRATEGY:
The building takes cues from its surrounding landscape to
reflect the colors of the desert. The use of colored split face
block and stacked blocks and on each façade allows us to have
3 distinct materials. Mases are articulated and gradually broken
up with the use of metal panels. The main entrance is marked
by the intersection of the protruding tower and the shade
canopy. Awnings that provide protection for the doors and
windows are similar to ones found on campus. The large shade
structure mimics the existing in color and scale.
Proposed Site Plan
KEYED NOTES
CO
HARDSCAPE SC
RETAINING WALL, SEE PLANS BY CIVIL ENGINEER
UTILITY LINE, SEE PLANS BY CIVIL ENGINEER
STORM DRAIN PIPE, SEE PLANS BY CIVIL ENGINEER
SIDEWALK GRATE, SEE PLANS BY CIVIL ENGINEER
RIP RAP, SEE PLANS BY CIVIL ENGINEER FOR SIZE ANDDEPTH, SEE LANDSCAPE SCHEDULE FOR COLOR AND QTY.
NEW CONCRETE SIDEWALK,
SEE HARDSCAPE SCHEDULE FOR MORE INFO
X
C.X CIVIL
C.1
C.2
C.3
C.4
C.5
L.X LANDSCAPE / HARDSCAPE
L.1
WALL, SEE ARCHITECTURE PLANS
PATIO COLUMN, SEE ARCHITECTURE PLANS
A.X ARCHITECTURE
A.1
A.2
EXISTING CURB, DO NOT DISTURB
EXISTING SIDEWALK, DO NOT DISTURB
EXISTING LANDSCAPE, DO NOT DISTURBSEE LANDSCAPE LEGEND AND SCHEDULE
EXISTING GRASS, DO NOT DISTURB
X.X EXISTING, DO NOT DISTURB
X.1
X.2
X.3
X.4
COLOR: REGULAR GRAY
WITH MEDIUM BROOM
SEE PLAN FOR JOINTS
SEE DETAIL 10/L1.2
KEY SYMBOL MATERIAL
REGULAR CONCRET
DN
F.E.
F .E.
F.E.oooo o o oooooooooooo
oooooooooooo o o o o o o
ooS S SSSS S S S SSSS S S S SSS S S
S S SSSSS S S SSSS S S S SSS SS S S SSS
SS S
S S SS SS S S S SSSS S S SSSS S S S S S
SSS S S S SSSS S S S SSS SS S S SSSS S S
SSSS S S S S SSSSS S S SSSS S S S S SS SS
SS SSSSS S S S SSS S S S S SSS S S S S SSS S S
S S SSSSS S S SSSS S S S SSS S S S S S
SSS
SS S S SSS S S S S SSSS S S SSSS S S
SS S
SSS S S S SSSS S S S SSS S S S S SSSS
SS S
SSSS S S S SSSSS S S SSSS S S S S SS SS
SS SSSSS S S SSSS S S S S SSSS S S S SSSS S S S SSSSS S S SSSS S S S SSS S S S S SSSS
S S S SSSS S S S S SS SS S S SSSSS S S
SSSSS S S S SSSS S S S
S
S
S
SSS
S
S SSSSSS
S
S
SSSS
S
S
S
SSSS
S SSSSSS
S
S
SSSS
S
S
S
SSSS SSSSSSS
S
S
SSSSS
S
S
SSSS SSSSSSSS
S
S
SSS
S
S
S
SSS SSSSSSSSS
S
S
SSSS
S
S
S
SSS SSSSSSSS
S
S
SSSS
S
S
S
SSS
S SSSSSSS
S
S
SSSSS
S
S
SSSS SSSSSSS
S
S
S
SSSS
S
S
SSSS SSSSSSSS
S
S
SSSSS
S
S
SS SSSSSSSS
S
S
S
SSSS
S
S
S
SS SSSSSSSSS
S
S
S
SSSS
S
S
S
S SSSSSSSSS
S
S
S
SSSS
S
S
S
SS SSSS
SSSS
S
S
S
SSSS
S
S
S
SS SSSSSSSSS
S
S
SSSSS
S
S
SS SSSSSSSSS
S
S
S
SSS
S
S
S
S SSSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W WWWWWWGGGGGGGGGGS S SS S S S S S S S S S S S S S S S S S S S S S S S S S SSS S S S S S S S S S S S S S S S S S SS S S S S S S SSS S S S S S S S S S S S SS S S S S S S S S S S S S S SSS S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S SSS S S S S S S S S S S S SS S S S S S S S S S S S S S SSS S S S S S S S S S S SS S S S S S S S S S S S S S SS S S S S S S S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G WWWooooooooWWWWWW
W
W
W Go
oooooooo
o
oo o o o
ooooo o o o
ooooooooooooooooooooooooooooW
GGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSW SSSW BF
F F F
F
G G G
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
123
127
E EEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
E EEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
2665
266226632664
2666
2665
2662
2663
2664
2665
2670
2664
2666
2667
2668
2669
2660
266526702657
2658
265
9
2661
2662
2663
26642666266726682669267126722673267426552655265326
5
3
26542
6
5
4
265626
5
6
26572657265826602665 26582
6
5
9
266
1
2662
2663
2664
2666
26
6
7
26
6
8
49
52
53
55
50
51
56
57
59
63
61
62
60
45
65
115
122
125
126
124
40
2
37
41
42
43
44
47
48
129
130
BF
X.2
X.2
X.1
X.3
X.3
X.3
X.3
X.3
X.2
X.2
X.4
X.4
C.1
A.1
A.2
A.1
A.2
COL.1
L.1
CO
CO
L.1
CO L.1
COL.1
COL.1
A.1
3
4
5
6
9
10
11
13
16
20
18
19
22
24
23 27
3032
31
35
36
58
66
6768 69
70
71
74
78
80
84
89
90
95
96
97
98
99
100
101
105106107
108
110
111
112
117
120
91
114
46
128
118
39
54
83
38
34
21
19
93
C.2
C.2
C.3
C.3
C.4
C.4
C.4
COVERED
PATIO
COVERED
PATIO
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
FUTURE
BUILDING
NEW BUILDING
SEE PLANS BY ARCHITECT
FF: 2663.0
TYP.
TYP.
TYP.
84
84
LEGEND
EASEMENT LI
PROPERTY LIN
EXISTING CON
PROPOSED C
WORK LIMIT L
1.FUTURE BUILDING AREA PLANTS ARE SHOWN
FOR REFERENCE ONLY, CONTRACTOR SHALL
COORDINATE WITH OWNER OR OTHERS FOR
THIS ACTIVITY.
2.TREES IN AREA OF FUTURE BUILDING SHALL
ONLY BE SALVAGED AND TRANSPLANTED IF
THERE IS CONSTRUCTION ACTIVITY.
3.IF NO CONSTRUCTION ACTIVITY OCCURS, THEN
PLANTS SHALL BE PROTECTED IN PLACE.
NOTE:
EXTERIOR PERSPECTIVE OF NORTHWEST CORNER
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
EXTERIOR PERSPECTIVE OF SOUTHEAST CORNER
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
SITE PLAN
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
BLDG A BLDG C ORACLE RDE LINDA VISTA
Parcel Number: 225-100-64D
Address: 9500 N Oracle Rd
Land Use: Education
Area: 48.59 AC
Total parking: 83 spaces Req. 101 provided
ADA parking: 4 Req. 7 provided
Zone: PS
NEW PROPOSED MPR
PARKING
PARKING
BLDG B
MATERIALS BOARD
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
1
4 5 6
3
2
5a MATERIALS KEY:
1. 8” CMU, Stacked, Color: DE6117, Colorado Trail, LRV=30
2. 12” CMU , Running bond, Color: DE6117, Colorado Trail,
LRV=30
3. Split face CMU, Running Bond, Color: DE6118, Sandpit, LRV
=21
4. Structure Accent paint, Color: DE5520 Crocodile Tears- to
match existing color LRV=60
5. Metal panel, Mfr: Bunger steel, Profile: C-Panel, Color:
Bunger Rust. LRV= 29
5a. Accent paint Color : DE712, Briar, LRV=10, Access ladder ,
doors in metal popout
6. Anodized aluminum window frame. LRV=58.5
F.F.E.
0"
T.O.P GYM
36' -0"
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
PRELIMINARY
NOT FOR
CONSTRUCTION
1/8" = 1'-0"SD102
3 EAST BUILDING ELEVATION
1/8" = 1'-0"SD102
4 NORTH BUILDING ELEVATION
F.F.E.
0"
T.O.P GYM
36' -0"
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
PRELIMINARY
NOT FOR
CONSTRUCTION
NEW MPR FOR:
1/8" = 1'-0"SD102
3 EAST BUILDING ELEVATION
1/8" = 1'-0"SD102
2 WEST BUILDING ELEVATION
1/8" = 1'-0"SD102
4 NORTH BUILDING ELEVATION
5
5a
BUILDING ELEVATIONS
Scale:1/32” = 1’-0”
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
EAST BUILDING ELEVATION
2
45
1
NORTH BUILDING ELEVATION
ELEVATION KEYNOTES:
1. 8” CMU, Stacked, Color: DE6117, Colorado Trail
2. 12” CMU , Running bond, Color: DE6117, Colorado Trail
3. Split face CMU, Running Bond, Color: DE6118, Sandpit
4. Structure Accent paint, Mfr: Dunn Edwards, Color: 5520 Crocodile Tears
5. Metal panel, Mfr: Bunger steel, Profile: C-Panel, Color: Bunger Rust.
5a. Accent paint Color : DE712, Briar, LRV=10, Access ladder , doors in metal
popout
6. Anodized aluminum window frame.
3
6
451
2
3
4
GENERAL NOTE:
Mechanical units will all be screen thru the use of
parapets and taking into account perspective sight lines.
If any units are visible from public view, we will provide
mechanical screens painted the same color as the
building.
Roof drain leaders are located inside the metal popouts.
with over flow protuding out
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
PRELIMINARY
NOT FOR
CONSTRUCTION
1/8" = 1'-0"4/23/2020 4:08:19 PMNEW MPR FOR:
PUSCH RIDGE CHRISTIAN
ACADEMY
9500 N ORACLE RD ORO VALLEY
85142
CONSTRUCTION DOCUMENTS
SD102
EXTERIOR BUILDING
ELEVATIONS
KN
APRIL 20, 2020
1/8" = 1'-0"SD102
3 EAST BUILDING ELEVATION
1/8" = 1'-0"SD102
1 SOUTH BUILDING ELEVATION
1/8" = 1'-0"SD102
2 WEST BUILDING ELEVATION
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
F.F.E.
0"
T.O.P GYM
36' -0"
T.O.P.
20' -0"
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
PRELIMINARY
NOT FOR
CONSTRUCTION
1/8" = 1'-0"4/23/2020 4:08:19 PMNEW MPR FOR:
PUSCH RIDGE CHRISTIAN
ACADEMY
9500 N ORACLE RD ORO VALLEY
85142
CONSTRUCTION DOCUMENTS
SD102
EXTERIOR BUILDING
ELEVATIONS
KN
APRIL 20, 2020
1/8" = 1'-0"SD102
1 SOUTH BUILDING ELEVATION
1/8" = 1'-0"SD102
2 WEST BUILDING ELEVATION
4
5
3
7
BUILDING ELEVATIONS
Scale:1/32” = 1’-0”
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
SOUTH BUILDING ELEVATION
WEST BUILDING ELEVATION
4 5
3
GENERAL NOTE:
Mechanical units will all be screen thru the use of
parapets and taking into account perspective sight lines.
If any units are visible from public view, we will provide
mechanical screens painted the same color as the
building.
Roof drain leaders are located inside the metal popouts.
with over flow protuding out
1
2 3
5 1 2
4 6
ELEVATION KEYNOTES:
1. 8” CMU, Stacked, Color: DE6117, Colorado Trail
2. 12” CMU , Running bond, Color: DE6117, Colorado Trail
3. Split face CMU, Running Bond, Color: DE6118, Sandpit
4. Structure Accent paint, Mfr: Dunn Edwards, Color: 5520 Crocodile Tears
5. Metal panel, Mfr: Bunger steel, Profile: C-Panel, Color: Bunger Rust.
5a. Accent paint Color : DE712, Briar, LRV=10, Access ladder , doors in metal
popout
6. Anodized aluminum window frame.
7. Electrical enclosure for SES to receive same metal treatment as the popouts.
5a
SITE PHOTOGRAPHS
Pusch Ridge Christian Academy | Oro Valley, AZ | April 23, 2020
SITE PHOTO: BLDG A SITE PHOTO: BLDG C
SITE PHOTO: BLDG A SITE PHOTO: BLDG B
SITE PHOTO: PROPOSED SITE SITE PHOTO: BLDG B
Attachment 2: School Map
Pusch Ridge Christian Academy
Proposed Conceptual Architecture: 2000761
Existing
Building 1
Building 3 (under
construction)
Existing
Building 2
Modular (under
construction)
Existing
Amphitheater
Proposed Multi-
Purpose Building
5PUSCH RIDGE CHRISTIAN ACADEMYMASTER DEVELOPMENT PLAN REVISION 1
5A
Attachment 4: Photos of Existing Campus Buildings
Pusch Ridge Christian Academy
Proposed Conceptual Architecture: 2000761
Building 1
Attachment 4: Photos of Existing Campus Buildings
Pusch Ridge Christian Academy
Proposed Conceptual Architecture: 2000761
Building 2
Attachment 4: Photos of Existing Campus Buildings
Pusch Ridge Christian Academy
Proposed Conceptual Architecture: 2000761
Approved Architecture for Building 3
DNWDFTTOFFICE/CLASSROOMA133PESTORAGEA132TELE/ELEC.A135STORAGEA143PLATFORMA130COURTA100STORAGEA131COVEREDPATIO -SOUTHA159FOLDABLETABLEA142KITCHENA149FOODPICK-UPA141DRYSTORAGEA148JAN/ W.H.A138M.LOCKERSA136W.LOCKERSA1444' - 8 3/4"2' - 11 3/8"15' - 7 7/8"8"8"6' - 8"15' - 4"9' - 4"2' - 0"35' - 4"10' - 0"5' - 4"14' - 0"5' - 4"2' - 8"COVEREDPORCH -NORTHA152W.RESTROOMA139M.RESTROOMA1371234ABCD32' - 8"76' - 0"30' - 8"3' - 4"11' - 2"3' - 4"94' - 0"37' - 4"32' - 8"8"75' - 4"8"30' - 0"38' - 0"12' - 0"42' - 0"12' - 0"4' - 8"2' - 8"3' - 4"6' - 0"8' - 0"10' - 8"33' - 4"4' - 0"30' - 0"3' - 4"15' - 4"2' - 0"6' - 0"1' - 4"36' - 0"2' - 0"10' - 0"19' - 4"3' - 4"2' - 8"22' - 0"6' - 8"68' - 8"3' - 4"9' - 4"3' - 4"7' - 4"3' - 4"7' - 4"3' - 4"8"31' - 7 3/8"12' - 1 3/8"12' - 6 5/8"8' - 0 1/8"27' - 9 5/8"8' - 8 5/8"11 5/8"28' - 2 5/8"8"8"28' - 2 5/8"9' - 6 3/8"34' - 5 1/2"5' - 4 1/4"8' - 8 5/8"17' - 9 1/2"6' - 2 1/2"106' - 4"1' - 0"8"3' - 10 1/2"3' - 1 5/8"15' - 7 7/8"8"8"22' - 8"8"1' - 4"10' - 0"2' - 8"6' - 0"15' - 4"33' - 4"2' - 11 7/8"2' - 4 1/8"3' - 4"7' - 4"4' - 0"8"3' - 4"4' - 0"6' - 0"7' - 4"8"32' - 8"8"13' - 6 7/8"3' - 11 7/8"14' - 4 7/8"14' - 1 3/4"3' - 11 7/8"13' - 10"11' - 4 7/8"8"8"32' - 0"8"27' - 4"3' - 4"2' - 8"3' - 4"34' - 8"3' - 4"8"8"5' - 6 3/4"12' - 5 1/2"39' - 6 1/4"8' - 10 7/8"8' - 6 3/4"20' - 11 7/8"8"5' - 6 3/4"12' - 5 1/2"4' - 2"31' - 2 5/8"4' - 1 5/8"6' - 10"10' - 7 5/8"20' - 11 7/8"8"134' - 8"14' - 6"32' - 0"8"7' - 2 3/4"5' - 4"5' - 0"4' - 3 3/8"10' - 1 1/2"9' - 10 3/8"4' - 3 3/8"4' - 10 3/4"5' - 4"7' - 7"11' - 4 7/8"2' - 1 5/8"2' - 0 1/4"4' - 4 7/8"14' - 8 1/2"6' - 6 3/8"2' - 4 1/8"8"16' - 0"2' - 10"7' - 8 1/8"5' - 5 7/8"8"73' - 2 1/2"4' - 1 3/4"22' - 5 1/8"5' - 6 3/4"8"8' - 2 3/8"11' - 8"6' - 7 3/4"6' - 5 1/2"72' - 10 7/8"8"5' - 3 1/8"2' - 1 1/2"1' - 2 1/2"17' - 0"3' - 5"3' - 0"32' - 8"3' - 4"14' - 10"3' - 4"14' - 10"3' - 4"14' - 10"3' - 4"14' - 10"3' - 4"5' - 1 1/2"8' - 5 7/8"18' - 7"131' - 4"109' - 4"30' - 0"32' - 8"76' - 0"30' - 8"139' - 4"5' - 0"11' - 4"21' - 4"4' - 0"51' - 4"20' - 8"30' - 8"11' - 4"47' - 0"8' - 0"53' - 8"11' - 4"9' - 4"41' - 0"8' - 0"41' - 8"9' - 4"17' - 4"9' - 4"3' - 4"26' - 8"3' - 4"11' - 4"33' - 9"8' - 0"32' - 11"11' - 4"T.O.W 3' - 4"T.O.W 4' - 8"REVISIONDATEDESCRIPTIONBYPROJECT NO.DATESCALEDRAWING TITLEDRAWING NUMBERDRAWN BYPRELIMINARYNOT FORCONSTRUCTION1/8" = 1'-0"4/27/2020 3:52:08 PMNEW MPR FOR:PUSCH RIDGE CHRISTIANACADEMY9500 N ORACLE RD ORO VALLEY85142CONSTRUCTION DOCUMENTSA103DIMENSIONED FLOOR PLANKNAPRIL 27, 20201/8" = 1'-0"A1031DIMENSION FLOOR PLANNOTE: -INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF STUD OR MASONRY TO CENTER OF WALL CORE. -EXTERIOR DIMENSIONS ARE TAKEN FROM FACE OF SHEATHING TO CENTER LINE OF WINDOWS AND DOORS.
Planning & Zoning Commission 3.
Meeting Date:06/02/2020
Requested by: Bayer Vella, Community and Economic Development
Case Number: 2000236
SUBJECT:
DISCUSSION AND POSSIBLE ACTION ON A REQUEST FOR CONCEPTUAL MODEL HOME ARCHITECTURE
FOR THE MILLER RANCH SUBDIVISION, LOCATED NEAR THE NORTHWEST CORNER OF TANGERINE
ROAD AND LA CAÑADA DRIVE, 2000236
RECOMMENDATION:
Staff recommends approval, subject to the conditions in Attachment 1.
EXECUTIVE SUMMARY:
The purpose of this request is to consider Conceptual Model Home
Architecture for six (6) model homes as provided in Attachment 2.
The model homes will be built as detached single-family homes for
the 27-lot subdivision located at the northwest corner of Tangerine
Road and La Cañada Drive (see image to the right).
Conceptual Model Home Architecture requires Planning and Zoning
Commission approval and is reviewed for conformance with the
Design Principles and applicable Design Standards of the Zoning
Code. As such, staff finds the proposed model home architecture
meets the Design Principles and applicable Design Standards and
recommends approval subject to the condition.
Applicant is aware of the condition of approval requiring the final
architecture for Lot 1 to include enhanced façades for the side
elevations, subject to approval by the Planning & Zoning
Administrator. This latitude is requested because the applicant does not know which model will be used for Lot 1.
Lot 1 is unique due it's configuration which requires the house to be rotated in order to fit, resulting in increased
visibility of the side elevations. The Lot 1 fit analysis can be seen in Attachment 3 and the site plan can be seen in
Attachment 4.
Applicant is also aware of an additional architectural review condition of approval requiring Lots 1-7 and 24-26 be
limited to single-story, per Ordinance No. (O)18-09. This reflects a rezoning condition of approval adopted by Town
Council.
BACKGROUND OR DETAILED INFORMATION:
Related Approvals:
2004: Property annexed into Oro Valley
2014: Major General Plan Amendment approved for Medium Density Residential
2018: Rezoning from R1-144 to R1-10 and associated Tentative Development Plan approved
2019: Final Site Plan approved
2019: Final Plat approved (Attachment 4)
Existing site conditions:
Zoning: R1-10
Gross area of development is 16.1 acres
27 lots
Density: 1.7 homes per acre
Proposed improvements:
Build single family detached homes
Total of six (6) models, each with three (3) variations
Five (5) models are single-story
One (1) model is two-story
Architectural Style: Contemporary Southwest
Six (6) color schemes
Three (3) garage door styles (Attachment 5)
DISCUSSION AND ANALYSIS:
Conceptual Model Home Architecture is reviewed for conformance to the Design Principles and Design Standards
of the Zoning Code. The following is a list of noteworthy Design Principles and Design Standards in italics followed
by staff commentary.
Design Principles Analysis (Section 22.9.D.5.b)
Section 22.9.D.5.b.i: Design: building architectural design shall be appropriate for the climate and characteristic of
the Sonoran Desert, including indigenous and traditional textures, colors, and shapes found in and around Oro
Valley. All development shall maintain and strengthen the high quality of design exemplified in Oro Valley through
project creativity and design excellence.
The proposed materials and colors compliment the desert landscape, which include painted stucco, lintels, and
stone veneer. The proposed models utilize a contemporary southwest architecture style that is common in the
adjacent area and Oro Valley. Photos of the surrounding properties can be found in Attachment 6.
The following list summarizes the features that contribute to the overall quality of design:
Covered patios
Covered front entry
Varied roof lines
Decorative accents
Concrete tile roofs
Section 22.9.D.5.b.ii: Scale, Height and Mass: building scale, height and mass shall be consistent with the
Town-approved intensity of the site, designated scenic corridors, and valued mountain views. Buildings shall be
designed to respect the scale of adjoining areas and should mitigate the negative and functional impacts that arise
from scale, bulk and mass.
The maximum height for the models is within the 25' height permitted in R1-10 zoning districts. Per the rezoning
conditions, sites 1-7 and 24-26 are limited to single-story, in order to respect the mountain views of the neighbors to
the west. A condition has been added to assist zoning enforcement of this requirement.
Section 22.9.D.5.b.iii: Façade Articulation: all building façades shall be fully articulated, including variation in
building massing, roof planes, wall planes, and surface articulation. Architectural elements including, but not limited
to, overhangs, trellises, projections, awnings, insets, material, and texture shall be used to create visual interest that
contributes to a building’s character.
The proposed models provide façade articulation with varied roof lines, a variety of materials including stone veneer
wainscoting, articulated trim, and varied massing. The side-entry garages are fully articulated with windows and
decorative elements ond the side facing the street. All of these elements enhance the overall architectural design
and building façade of the model homes.
Condition of approval 1: Prior to receiving a building permit enhanced side architectural elevations for both sides are
required for Lot 1, subject to Planning & Zoning Administrator approval.
As shown in Attachment 3, the measurements of Lot 1 do not allow the front elevation of the home to face the
street (N Miller Canyon Court). Instead, the front will face the open space to the south and the right elevation will
face the street. This circumstance will result in more visible side elevations as compared to the other lots at Miller
Ranch, necessitating enhanced facades.
Until the customer chooses a preferred model, the applicant does not know which one to customize at this juncture.
As a result, the applicant has requested Planning & Zoning Administrator review of enhanced facades at a later
time...rather than returning to the Planning & Zoning Commission for review.
Condition of approval 2: Per Ordinance No. (O)18-09 no two-story home, including model 4571, can be utilized on
lots 1-7 and 24-26.
Limiting Lots 1-7 and 24-26 to single-story homes was a condition in the 2018 rezoning of the property. This
restriction helps preserve the views of neighbors to the west. Creating a condition of approval for the final
architecture assures this requirement will be upheld.
Staff finds the proposed model home architecture meets the Design Principles and applicable Design Standards
and recommends approval subject to the conditions.
FISCAL IMPACT:
N/A
SUGGESTED MOTION:
I MOVE to approve the Conceptual Model Home Architecture for six (6) model homes in the Miller Ranch
subdivision, subject to the conditions in Attachment #1, based on the findings that the request complies with the
Design Principles and Design Standards of the Zoning Code.
OR
I MOVE to deny the Conceptual Model Home Architecture for the proposed six (6) model homes based on
____________.
Attachments
ATTACHMENT 1 - CONDITIONS OF APPROVAL
Attachment 2: Applicant submittal
Attachment 3: Lot fit analysis
Attachment 4: Site plan
Attachment 5: Garage door styles
Attachment 6: Neighboring properties
Attachment 1
Conditions of Approval
Conceptual Architecture for Miller Ranch
East of La Canada Drive and North of Tangerine Road
(2000236)
Planning
1. Prior to receiving a building permit enhanced side architectural elevations for
both sides are required for Lot 1, subject to Planning and Zoning Administrator
approval.
2. Per Ordinance No. (O)18-09 no two-story home, including model 4571, can be
utilized on Lots 1-7 and 24-26.
LRV 20 LRV 7 LRV 31
LRV 24 LRV 9 LRV 42
LRV 36 LRV 8 LRV 19
LRV 33 LRV 17 LRV 10
LRV 35 LRV 11 LRV 48
LRV 21 LRV 18 LRV 39
Sides: 7.5'Lots 1-7 and 24-26 are limited to 1-storyJune 28, 2019LotGarage HandingElectric SidePlan 4571 Plan 5012 Plan 5022 Plan 5038 Plan 5052 Plan 5531 Notes1 per Plat rightNO 2-story Yes Yes Yes (NO opt. 2-car) Yes Yes (NO Elev C)house must be rotated for fit2 RIGHT leftNO 2-story Yes Yes Yes Yes Yes Garage front at 22.7' for 14% driveway slope3 RIGHT rightNO 2-story Yes Yes Yes Yes Yes Garage front at 23.3' for 14% driveway slope4 RIGHT leftNO 2-story Yes Yes Yes Yes Yes Garage front at 23.9' for 14% driveway slope5 RIGHT leftNO 2-story Yes Yes Yes Yes Yes Garage front at 23.7' for 14% driveway slope6 RIGHT rightNO 2-story Yes Yes Yes Yes Yes Garage front at 23' for 14% driveway slope7 RIGHT leftNO 2-story Yes Yes Yes Yes Yes Garage front at 21.6' for 14% driveway slope8 LEFT rightYes Yes Yes Yes (NO opt. 2-car) Yes Yes Garage front at 22.6' for 14% driveway slope9 LEFT rightYes (NO 3' ext.) Yes Yes NO Yes NO Garage front at 23.1' for 14% driveway slope10 LEFT leftYes (NO Patios B or C w/ 3' ext.)Yes Yes NO Yes Yes (NO Patios B/C, NO elev. C)Garage front at 21.2' for 14% driveway slopeFront: 20' (15' for side load garage)Setbacks: Town of Oro ValleyMiller Ranch - Lot Fit Lots 1-27Rear: 20'Plans 4571, 5012, 5022, 5038, 5052, 5531or C w/ 3' ext.)NO elev. C)11 Left/Right rightYes Yes Yes Yes (NO opt. 2-car) Yes Yes 12 Left/Right leftYes Yes Yes Yes Yes Yes 13 Left/Right rightYes Yes Yes Yes Yes Yes 14 Left/Right leftYes Yes Yes Yes Yes Yes 15 Left/Right rightYes Yes Yes Yes (NO opt. 2-car) Yes Yes 16 Left/Right leftYes Yes Yes Yes (NO opt. 2-car) Yes Yes 17 Left/Right rightYes Yes Yes Yes (NO opt. 2-car) Yes Yes 18 Left/Right leftYes Yes Yes Yes (NO opt. 2-car) Yes Yes 19 Left leftYes Yes Yes Yes (NO opt. 2-car) Yes Yes corner lot20 Right rightYes Yes Yes Yes (NO opt. 2-car) Yes Yes corner lot21 LEFT rightYes Yes Yes Yes (NO opt. 2-car) Yes Yes 22 LEFT leftYes Yes Yes Yes (NO opt. 2-car) Yes Yes 23 LEFT leftYes Yes Yes Yes (NO opt. 2-car) Yes Yes 24 LEFT rightNO 2-story Yes Yes Yes (NO opt. 2-car) Yes Yes 25 LEFT leftNO 2-story Yes Yes Yes (NO opt. 2-car) Yes Yes 26 LEFT leftNO 2-story Yes Yes Yes (NO opt. 2-car) Yes Yes 27 Left/Right rightYes Yes Yes Yes Yes Yes Miller Ranch - Lot Fit 6-28-19Page 1 of 1
4571 Ele A
Accent Color
Trim Color
Trim Color/Opt. Stone
4571 Ele B
Accent Color
Trim Color
Trim Color/Opt. Stone
4571 Ele C
Accent Color
Trim Color
Trim Color/Opt. Stone
G a r a g e D o o r -
S e e M a t r i x f o r A c t u a l G a r a g e D o o r S t y l e
C o n c r e t e R o o f T i l e
S t u c c o S y s t e m
D u a l P a n e L o w -E
W i n d o w
A c c e n t P a i n t w /
S p e c i a l S t u c c o F i n i s h
D e c o r a t i v e W r o u g h t i r o n d e t a i l
1 8 ’-1 0 3 /4 ”
9 ’-1 1/8 ”
2 3’-7 ”
0’-0 ”
S t u cc o P o p o u t
D e t a i l T y p i c a l
o n A l l S i de s
S t u c c o P o p o u t
D et ai l Typ i ca l
o n A l l S i de s
S t u cc o P o p o u t
D e t a i l T y p i c a l
o n A l l S i de s
O p t i on a l D o o r
G a r a g e D o o r -
S e e M a t r i x f o r A c t u a l G a r a g e D o o r S t y l e
Decorative Wrought Iron Detail
C o n c r e t e R o o f T i l e
S t a n d a r d L e d g e s t o n e S h o w n
S t u c c o S y s t e m
D u a l P a n e L o w -E
W i n d o w
A c c e n t P a i n t w /
S p e c i a l S t u c c o F i n i s h
1 8 ’-1 0 3 /4 ”
S t u c c o P o p o u t
De t a i l T y p i c a l
o n A l l S i de s
S t u cc o P o p o u t
D e t a i l T y p i c a l
o n A l l S i d e s
9 ’-1 1/8 ”
2 3’-7 ”
0’-0 ”O p t i on a l D oo r
Plan 5012 - Elevations A, B, & CMiller Ranch - Oro Valley - 2,101 SQ. FT.ELEVATION AELEVATION BELEVATION C
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Perspective
Window Detail
Plan 5012 AMiller Ranch
Decorative Wrought Iron DetailStucco SystemConcrete Roof Tile
Stucco PopoutDetail TypicalOn All SidesStucco PopoutDetail TypicalOn All Sides
Garage Door -See Matrix for Actual Garage Door StyleDual Pane Low-EWindows
Accent Paint w/Special Stucco Finish
5 12TYP
0’-0”
9’-1 1/8”
20’-1”
Stucco PopoutDetail TypicalOn All Sides11’-6 1/8”
Optional Door With Stoop
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Perspective
Plan 5012 BMiller Ranch
Window Detail
11’-1 1/8 ”
Stucco SystemConcrete Roof Tile
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Garage Door -See Matrix for Actual Garage Door Style
Dual Pane Low-EWindows
5 12TYP
0’-0”
20’-1”
9’-1 1/8”
Decorative Gable Pipe Detail
Optional Door With Stoop
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Perspective
Plan 5012 CMiller Ranch
Window Detail
Stucco System
Concrete Roof Tile
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Garage Door -See Matrix for Actual Garage Door StyleDual Pane Low-EWindows Optional Ledgestone Shown
5 12TYP
0’-0”
9’-1 1/8”
20’-1”
11’-1/8”
Accent Paint w/Special Stucco Finish
Optional Door With Stoop
ELEVATION AMASONRY CALCULATIONSSIDING: 0 SQ FTBRICK: 0 SQ FTSTONE: 0 SQ FTSTUCCO: 2,331 SQ FTTOTAL AREA: 2,331 SQ FTPERCENT MASONRY: 100%ELEVATION BMASONRY CALCULATIONSSIDING: 0 SQ FTBRICK: 0 SQ FTSTONE: 0 SQ FTSTUCCO: 2436 SQ FTTOTAL AREA: 2436 SQ FTPERCENT MASONRY: 100%ELEVATION CMASONRY CALCULATIONSSIDING: 0 SQ FTBRICK: 0 SQ FTSTONE: 0 SQ FTSTUCCO: 2,389 SQ FTTOTAL AREA: 2,389 SQ FTPERCENT MASONRY: 100%FIRST FLOOR LIVINGGARAGEPORCHCOV'DPATIOACDE20'-8"7'-1"10'-5 1/2"11'-9"49'-11 1/2"15'-1"17'-6 1/2"17'-4"49'-11 1/2"33'-10"22'-4"56'-2"55'-2"1'-0"56'-2"PORCH ONB AND CADOPTED CODES(INCLUDING ALL APPLICABLE ADOPTED AMENDMENTS AND/OR ORDINANCES)2018 2018 I.B.C. I.R.C. I.F.C.2018TOWN OF ORO VALLEYMUNICIPALITYTOWN OF ORO VALLEYOUTDOOR LIGHTING CODE2018 I.M.C.2018 I.P.C.2018 N.E.C.2017SH WINDOW0.340.23U-VALUESHGCENERGY CODE VALUESFXD WINDOW0.320.25XO WINDOW0.340.23FR. DR. OR SGD0.320.23SOLID DOOR0.39--THIS PROJECT WILL BE SAMPLEDINSPECTED/TESTED BY MASCO HOME SERVICES -ENVIROMENTS FOR LIVING (EFL) USING RESNETSAMPLING PROTOCOL - CHAPTER 6 ANDAPPROVED BY THE EPA - ENERGY STAR NEWHOMES PROGRAM. ALL ENERGY STARCHECKLISTS WILL BE REQUIRED BEFORE ANENERGY STAR COMPLIANT LABEL AND/ORCERTIFICATE IS PROVIDED.ENERGY STAR VERSION 3.0PROVIDE AT LEAST ONE EXTERIOR ACCESSIBLE ROUTE AND ENTRANCE. THE ROUTE MAY ORIGINATE FROM THE CARPORT,DRIVEWAY, PUBLIC STREET OR SIDEWALK. THE SLOPE OF THIS ROUTE SHALL NOT EXCEED ONE-FOOT VERTICAL RISE PERTWENTY FEET HORIZONTAL DISTANCE (1:20), UNLESS A RAMP PER IRC IS CONSTRUCTED.NOTE: INDICATE THE EXTERIOR ACCESSIBLE ROUTE AND ACCESSIBLE ENTRANCE ON SINGLE FAMILY RESIDENCE SITE PLAN(NOT A REQUIREMENT ON MODEL PLANS)ACCESSIBLE ENTRANCE: PROVIDE MINIMUM ONE NO-STEP LEVEL ENTRANCE THAT IS A MINIMUM 32" WIDE AND MEETS THEDOOR HARDWARE REQUIREMENTS PER THIS ORDINANCE. THE ACCESS FLOOR SHALL HAVE A MINIMUM 36" WIDE HALLWAYAND ACCESSIBLE DOORS TO ALL SPACES AND ELEMENTS TO BE MINIMUM 2'-8" DOORNOTE: EXIT DOORS ARE REQUIRED TO BE 36" MINIMUM AND THE GARAGE SHALL NOT BE USED AS AN EXIT. ALL DOORS,HALLWAY AND OPENING TO BE CLEARLY DIMENSIONED AND INDICATED ON FLOOR PLAN.-CHANGE IN FLOOR LEVELS AND THRESHOLDS AT THE ACCESSIBLE ENTRANCE AND ALONG ACCESSIBLE ROUTES MAY BE 1/2"MAXIMUM. THIS MUST BE BEVELED FROM 1/4" TO 1/2" MAXIMUM WITH A SLOPE NOT STEEPER THAN 1 INCH RISE IN 2 INCH RUN (1:2).-DOOR HARDWARE: HANDLES, PULL LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE ASHAPE THAT IS EASY TO GRASP WITH ONE HAND AND THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OFTHE WRIST TO OPERATE. LEVER HARDWARE SATISFIES THE REQUIREMENTS OF THIS PROVISION.-BATHROOM WALL REINFORCEMENT: IN ALL BATHROOM ON THE ACCESSIBLE ROUTE, REINFORCEMENT SHALL BE INSTALLED TOALLOW THE FUTURE INSTALLATION OF GRAB BARS ON WALLS ADJACENT TO THE TUB AND TOILET. IN ADDITION, REINFORCEMENTSHALL BE INSTALLED IN SHOWER COMPARTMENTS FOR FUTURE INSTALLATION OF GRAB BARS. THIS REINFORCEMENT SHALL BEINSTALLED FLUSH WITH THE STUDS AND AT THE FOLLOWING LOCATIONS:TOILET: 33"-36" ABOVE THE FLOOR ON ALL ADJACENT WALLS. HORIZONTAL LENGTH OF REINFORCEMENT SHALL BE SUFFICIENT TOALLOW A 42" GRAB BAR AND 24" REAR GRAB BAR.NOTE: NOTHING IN THE ORDINANCE REQUIRES THAT TOILET BE PLACED BY A SIDEWALL.TUB: HORIZONTAL LENGTH REINFORCEMENT SHALL BE SUFFICIENT TO ALLOW FOR;1. BACK WALL: TWO BACKING REINFORCEMENTS, ONE BACKING REINFORCEMENT HORIZONTAL POSITION 33" MIN. AND 36" MAX.ABOVE THE FLOOR, AND ONE BACKING REINFORCEMENT 9" ABOVE THE RIM OF THE BATHTUB. EACH BACKING REINFORCEMENTSHALL BE 24" LONG MIN. AND SHALL BE 24" MAX. FROM THE HEAD END WALL AND 12" MAX. FROM THE FOOT END WALL.2. FOOT END WALL: ONE BACKING REINFORCEMENT 24" LONG MIN. ON THE FOOT END WALL AT THE FRONT EDGE OF THE BATHTUB.3. HEAD END WALL: ONE BACKING REINFORCEMENT 12" LONG MIN. ON THE HEAD END WALL AT THE FRONT EDGE OF BATHTUB.4. SHOWER COMPARTMENTS SHALL HAVE BACKING ON A MIN. OF TWO WALLS NOT TO INCLUDE CONTROL VALVE WALL MOUNTEDAT 33"-36" ABOVE SHOWER FLOOR.ALL WALL REINFORCEMENT SHALL BE CAPABLE OF RESISTING SHEAR AND BENDING FORCES OF A MIN. OF 250 POUNDS.REINFORCEMENT IS NOT REQUIRED AT THE LOCATION OF VANITIES, LINEN CLOSETS, AND PRE-MOLDED SHOWER/TUBSURROUNDS, OR IN A ROOM CONTAINING ONLY A SINK AND A TOILET, PROVIDED THAT THE ROOM DOES NOT CONTAIN THE ONLYSINK OR TOILET ON THE ACCESSIBLE FLOOR OF THE HOME.ELECTRICAL:1. ALL LIGHT CONTROLS SHALL BE PLACED NO HIGHER THAN 48" ON CENTER, ABOVE THE FLOOR.2. WHERE PRACTICAL, ALL ELECTRICAL RECEPTACLES SHALL BE PLACED NO LOWER THAN 15" ON CENTER, ABOVE THE FLOOR.3. ALL THERMOSTATS SHALL BE PLACED NO HIGHER THAN 54" ON CENTER, ABOVE THE FLOOR.THE EXCEPTIONS TO THESE PROVISIONS ARE AS FOLLOWS:1. ELECTRICAL RECEPTACLES SERVING A DEDICATED USE.2. APPLIANCE MOUNTED CONTROLS OR SWITCHES.3. A SINGLE OUTLET WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: A) THE OUTLET IS ABOVE A LENGTH OF COUNTERTOPTHAT IS UNINTERRUPTED BY A SINK OR APPLIANCE AND B) AT LEAST ONE RECEPTACLE IS PROVIDED FOR THAT LENGTH OFCOUNTERTOP; AND C) ALL OTHER RECEPTACLES PROVIDED FOR THAT LENGTH OF COUNTERTOP SET NO HIGHER THAN 48"4. FLOOR ELECTRICAL RECEPTACLES.5. PLUMBING FIXTURE CONTROLS.6. HVAC DIFFUSERS7. CEILING FAN MOUNTED CONTROLS.The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:10:57 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA00.0021902458R15012 - A, B, CGENERAL NOTES: ABBREVIATIONS:SHEET INDEX1.CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALLAPPLICABLE CODES, OTHER REGULATIONS ANDORDINANCES, AND ACCEPTED LOCAL PRACTICE,WHICHEVER IS MORE RESTRICTIVE, WHETHER OR NOTSPECIFICALLY CALLED OUT IN THESE DOCUMENTS.2.CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALLREQUIREMENTS OF THE LOCAL JURISDICTION, INCLUDING,BUT NOT LIMITED TO, PERMITS PRIOR TO COMMENCINGCONSTRUCTION, INSPECTIONS AT VARIOUS STAGESDURING CONSTRUCTION, AND CERTIFICATE OFOCCUPANCY AFTER COMPLETION.3.CONTRACTOR SHALL PROVIDE A COMPLETE ANDFUNCTIONAL, WATERTIGHT, AND SOUND WORKMANLIKEPROJECT, PROVIDING ANY ITEMS OR WORK NEEDED TOACHIEVE THE ABOVE, WHETHER OR NOTSPECIFICALLY CALLED OUT IN THESE DOCUMENTS.CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS,SEQUENCING, SAFETY PROCEDURES, ANDMATERIALS.4.THE CONTRACTOR AND ALL SUBCONTRACTORS/TRADESARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF PLANSAND SPECIFICATIONS, TO INCLUDE DIMENSIONS ANDSECTIONS. LARGER SCALE DRAWINGS TAKE PRECEDENCEOVER SMALL-SCALE DRAWINGS. VERIFY ALLDIMENSIONS AND NOTIFY BUILDER OF ANY DISCREPANCIESOR VARIANCES PRIOR TO CONSTRUCTION. DO NOT SCALEDRAWINGS.5.ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCEWITH THE MANUFACTURER’S INSTALLATIONINSTRUCTIONS/RECOMMENDATIONS.6.ALL DIMENSIONS ARE TO FACE OF FRAMING ORFOUNDATION, UNLESS NOTED OTHERWISE.ARCHITECTURAL BUILDING AND WALL SECTIONS AREDIAGRAMMATIC. CONSULT ENGINEER FOR ACTUALFRAMING CONFIGURATIONS, SIZES, SPACING, ANCHORS,SHEATHING TYPE AND THICKNESS, ETC.FOUNDATION DESIGN SHALL BE PER ENGINEER.7.CONTRACTOR SHALL ENSURE COMPLIANCE WITH BESTPRACTICES FOR RESIDENTIAL CONSTRUCTION ASDEFINED BY THE CURRENT AND ADOPTED IRC AND NAHBBUILDING STANDARDS.SHEET #SHEET NAMEA00.00 COVER - INDEX, AREAS, GEN NOTES, ABBRV, KEY PLAN & ENERGY STARA00.02 REVISION LOGA10.01 NOTES & LEGENDSA20.01 FIRST FLOOR PLANA30.01 ELEVATION A - EXTERIOR ELEVATIONS & ROOF PLANA40.01 ELEVATION B - EXTERIOR ELEVATIONS & ROOF PLANA50.01 ELEVATION C - EXTERIOR ELEVATIONS & ROOF PLANA60.01 OPTIONS - FLOOR PLANA70.01 FIRST FLOOR ELECTRICAL PLANA70.02 OPTIONS - ELECTRICAL PLANA70.03 ELECTRICAL NOTES & LEGENDSA80.01 INTERIOR ELEVATIONSA80.02 BUILDING SECTIONSA90.01 DETAILSA90.02 DETAILSA90.03 DETAILSM-1 MECHANICAL PLANSMD1 MECHANICAL DETAILSP-1.1 SOIL-WASTE-VENT SCHEMATICP-1.2 PLUMBING PLANSP-1.3 WATER DISTRIBUTIONP-2.1 GAS SCHEMATICPWDR POWDER ROOMRADRADIUSREFREFERENCERMROOMRO ROUGH OPENINGSHSINGLE HUNGSLSIDE LITESTDSTANDARDT&B TOP AND BOTTOMTBD TO BE DETERMINEDTEMPTEMPEREDTRTRANSOMTVTELEVISIONTYPTYPICALVANVANITYVESTVESTIBULEVIF VERIFY IN FIELDW WIDTH OR WESTWB WOOD BURNINGWC WATER CLOSETWDWOODWIC WALK IN CLOSETWPWATER PROOFWRF WATER RESISTANT FLOORWSWAINSCOTTFEFINISHED ENDFEB FULL EYEBROWFLRFLOORFLUOR FLUORESCENTFNDFOUNDATIONFXFIXEDGDGARAGE DOORGLGLASSGYP GYPSUM/DRYWALLHBHOSE BIBHDRHEADERHDWHARDWAREHS HORIZONTAL SLIDERHTHEIGHTIBT INTERSYSTEM BONDING TERMINATIONILOIN LIEU OFINTINTERIORLFLINEAR FEETLVRLOUVERMASMASONRYMAXMAXIMUMMINMINIMUMMTLMETALNCF NONCOMBUSTIBLE FLOORINGNFANET FREE AIRNTS NOT TO SCALEOCON CENTEROH OPPOSITE HANDOPQOPAQUEOPTOPTIONALPLPLATE HEIGHT1R1S 1 ROD 1 SHELF1R2S 1 ROD 2 SHELVES2R2S 2 RODS 2 SHELVES5 SH5 SHELVES7 SH7 SHELVESA/C AIR CONDITIONINGABVABOVEADJADJUSTABLEAFF ABOVE FINISH FLOORAPPROXAPPROXIMATEBBASEBFBIFOLDBLKBLACKENEDBMBEAMBOBY OTHERSBPBYPASSCABCABINETCEB CURVED EYEBROWCLCENTERLINECLGCEILINGCLOCLOSETCLRCLEARCMTCASEMENTCMU CONCRETE MASONRY UNITCO CASED OPENINGCOV'DCOVEREDCPTCARPETCRITCRITICALDIADIAMETERDIMDIMENSIONDLDIVIDED LITEDVDIRECT VENTELECELECTRICALELEVELEVATIONEXTEXTERIOREXT'DEXTENDEDISSUED FOR CONSTRUCTION03-09-2020CONDITIONED SPACE (MARKETING) - ALOCATION AREAFIRST FLOOR LIVING2101 SFCONDITIONED SPACE (MARKETING) - BLOCATION AREAFIRST FLOOR LIVING2101 SFCONDITIONED SPACE (MARKETING) - CLOCATION AREAFIRST FLOOR LIVING2101 SFKEY PLAN - ELEVATION A, B & CFOUNDATION - ALOCATION AREA WIDTH DEPTHBASE 2766 SF 49'-11 1/2" 56'-2"FOUNDATION - BLOCATION AREA WIDTH DEPTHBASE 2792 SF 49'-11 1/2" 58'-2"FOUNDATION - CLOCATION AREA WIDTH DEPTHBASE 2792 SF 49'-11 1/2" 58'-2"TOTAL UNDER ROOF - ALOCATION AREAFIRST FLOOR LIVING2101 SFGARAGE458 SFPORCH67 SFCOVERED PATIO140 SFTOTAL UNDER ROOF - BLOCATION AREAFIRST FLOOR LIVING2101 SFGARAGE458 SFPORCH93 SFCOVERED PATIO140 SFCONDITIONED SPACE (S/R TO S/R) - ALOCATION AREAFIRST FLOOR LIVING1935 SFCONDITIONED SPACE (S/R TO S/R) - BLOCATION AREAFIRST FLOOR LIVING1935 SFCONDITIONED SPACE (S/R TO S/R) - CLOCATION AREAFIRST FLOOR LIVING1935 SFTOTAL UNDER ROOF - CLOCATION AREAFIRST FLOOR LIVING2101 SFGARAGE458 SFPORCH93 SFCOVERED PATIO140 SFINCLUSIVE HOME DESIGN NOTESS1.1 FOUNDATION PLAN - ELEVATION AS1.2 FOUNDATION PLAN - ELEVATION B, CS3.1 ROOF FRAMING / SHEAR WALL PLAN - ELEVATION AS3.2 ROOF FRAMING / SHEAR WALL PLAN - ELEVATION B & C
01.07.2019DRH-AZ01.28.20191JEa.Converted from DRH Tucson - Santa Cruz Meadows 5012 v1Plan.5012 REVISION LOGRev. No.Date IssuedDescriptionDate Req.Req. ByVer. No.Drawn By03.25.2019DRH-AZ04.03.2019JEa.Revised drop @ Porch & Covered Patio to 4" ILO 1 1/2".b.Revised WIC shelves to 2R2S ILO 1R1S.c.Removed medicine cabinets & towel rings @ Master Bath &Bath 2.d.Revised Master Bath window to 4010FX ILO 3010FX.e.Shifted Garage/Hall door towards Bedroom 4 wall to allow forOpt. Sink location @ Garage.f.Added Opt. Sink @ Garage.g.Added Opt. 2868 door & stoop @ Garage.h.Added Opt. 16080 Garage door.i.Added Opt. Double Oven @ Kitchen.j.Removed radius corners @ Covered Patio opening.k.Revised Elevation A to add (1) wrough iron detail @ aboveGarage door.l.Added ceiling fan switches @ Master Bedroom, Great Room,Bedroom 2, 3 & 4.m. Added (2) can lights @ Covered Pto.n.Added Opt. ceiling fan @ Covered Pto.o.Added 3-way switch @ Bedroom 2 / 3 hall.p.Added (1) coach light @ Garage.q.Added separate switch for coach lights @ front.r.Added (2) Opt. pendant lights @ Kitchen.s.Revised all closet shelves to be 16" deep.t.Changed entry door size to 3080.u.Added opt. Super Shower @ Master Bath.v.Added std. fence location.w.Added opt. sink @ Bath 2.102.01.2020DRH-AZ03.09.20202IRa. Added (1) coach light @ Porch.- Elevations A, B, Cb. Added 7'-0" HDR 3050 SH window @ Dining.- Added popout detail per elevation.c. Added 7'-0" HDR 3050 SH window @ Bedroom 2.- Added popout detail per elevation.d. Added gable tri-pipe detail @ Elevation B.e. Added 2"x8" stucco popout @ Covered Patio.f. Relocated switch to adjacent wall @ Pantry.g. Revised cricket to 2 1/2"/12" ILO 2"/12" per 2018 code.-Elevations A & B.The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD. 12" = 1'-0"Global Plan3/27/2020 1:10:57 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA00.0221902458R15012 - A, B, C
WPGFIGFI220vTV3DB1x4 FLUORFLUORCLGCHEXTERIOR BRICK WALLGYPSUM BOARD2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)AIR SPACEBRICK1NOTE:1.MATERIAL FINISHES SHOWN ON ELEVATION VIEWS GOVERN OVER FLOOR PLAN. REFERENCE ELEVATION VIEWS FOR ADDITIONAL MATERIAL USES AND DETAILS.2.REFERENCE FLOOR PLANS FOR SPECIFIC LOW/HALF WALL HEIGHTS AND LOCATIONS.3.THE PURPOSE OF THIS LEGEND IS FOR GRAPHICAL REPRESENTATION. ACTUAL WALL ASSEMBLY MATERIALS AND CONSTRUCTION SHALL BE PER BUILDING CODES AND/OR STRUCTURAL ENGINEERING PLANS.4.GYPSUM BOARD THICKNESS IS 1/2", TYPICAL, AS SHOWN ABOVE. 5/8" THICK AS REQUIRED FOR FIRE/MOISTURE PROTECTION.WALL LEGENDEXTERIOR STONE WALLGYPSUM BOARDAIR SPACESTONE2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)2EXTERIOR SIDING WALLGYPSUM BOARDLAP SIDING2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)3EXTERIOR STUCCO WALLGYPSUM BOARDSTUCCO/STUCCOBOARD/DEF'S2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)4INTERIOR GYPSUM WALLGYPSUM BOARDGYPSUMBOARD2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FOR SIZE/SPACING)5INTERIOR GYPSUM LOW/HALF WALLGYPSUMBOARD2x WOOD FRAMEDWALL(REF.STRUCTURAL PLANSFOR SIZE/SPACING)6GYPSUM BOARDDUPLEX OUTLET (110V). ASNOTED, U.N.O. (MEASURED ATTOP)+16" A.F.F. - WALL OUTLETS+18" A.F.F. - DED. HOOD / MICROWAVEABOVE RANGE/COOKTOP.+40" A.F.F. - WASHER AND DRYER OUTLETSCEILING - MOUNTED LIGHT FIXTURE ORPENDENT LIGHT FIXTURE (+84" A.F.F., U.N.O.)SMOKE AND CARBON MONOXIDEDETECTOR (+80" A.F.F. TO TOPU.N.O.; INTERCONNECTED W/ SMOKEALARMS;S.A./CO COMBO UNIT MAY BE USED),WHERE REQUIREDDISCONNECT (+46" A.F.F. TO TOP, U.N.O.)(CLEARANCE OF 30" WIDE, 36" DEEP)TELEPHONE JACK (+16" A.F.F.TO TOP ATMASTER BROM; +46" A.F.F.TO TOP AT KITCHEN /BREAKFAST, U.N.O.)TV / CABLE OUTLET( +16" A.F.F. TO TOP,U.N.O.)ELECTRICAL LEGENDWATERPROOF GFCIDUPLEX220 VOLT DUPLEXGFI CEILING MOUNTEDDUPLEXEXHAUST FANTHREE-WAY SWITCHSINGLE SWITCHDOOR BELL (+80" A.F.F.TO TOP , U.N.O.)CEILING MOUNTED LIGHTFIXTURELED DISK LIGHT FIXTURE8" RECESSEDWATERPROOF CAN LIGHTFIXTUREHANGING LIGHTFIXTURECEILING FAN WITHLIGHTCEILING FAN WITHOUTLIGHT1x4 FLUORESCENT LIGHTFIXTUREOVER-DOOR WALLMOUNTEDFLUORESCENT LIGHTFIXTUREINDICATES THATFIXTURE IS OPERATEDBY PHOTOCELLWPPSMOKE DETECTOR (CEILING-MOUTEDOR +80" A.F.F. TO TOP, U.N.O.)MAINTAIN A MIN. OF 36" FROM ANYH.V.A.C.SUPPLY, RETURN, REGISTERS,ETC.SWITCH ( +46" A.F.F. TO TOP, U.N.O.)SWITCH ( +46" A.F.F. TO TOP, U.N.O.)GROUND FAULT CIRCUIT INTERRUPTERWALL - MOUNTED LIGHT FIXTURE, HEIGHTSAS NOTED, U.N.O. (MEASURED TO CENTER)+78" A.F.F. AT EXTERIOR TYP.+84" A.F.F. AT INTERIOR, TYP. AND OVERPEDESTAL LAVATORIES+87" A.F.F. OVER VANITIES+88" A.F.F. IN CLOSETS+96" A.F.F. IN CLOSETS W/ CLG. HEIGHTOF 9'-1" OR GREATERGFISDSD/CODOOR CHIME @+82"ROOF VENT LEGENDO'HAGIN HIGH PROFILE MODEL"S" (97 NFA)INSTALLED WITHIN 3'-0" OFHIGHEST RIDGE IN ATTIC97GM 5 1/2"x6' TRIANGLE GABLELOUVER (224 NFA)SITE NOTES:FINISH FLOOR ELEVATION SHALL BE A MINIMUM OF 6" ABOVE ADJACENT FINISHGRADE AND PER I.R.C. R404.1.6FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10' TO AN APPROVEDWATER DISPOSAL AREA OR MIN. OF 6" WITHIN THEFIRST 10'.TOP OF EXTERIOR FOUNDATION SHALL BE MINIMUM 12" PLUS 2% ABOVE THEELEVATION OF THE STREET GUTTER OR THE INLET OF AN APPROVED DRAINAGEDEVICE PER I.R.C. R403.1.7.3.WALKS & DRIVES PROVIDE CONTROL AND CONTRACTION JOINTS AT AREAS OF600 SQ. FT. MAXIMUM, U.N.O.PROVIDE 2-1/2" DIA. PVC SLEEVE UNDER DRIVE AND ALL WALKS FOR FUTUREIRRIGATION SYSTEM.VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS SHALL BESEALED.THE RECOMMENDED MAXIMUM WIDTH OF ALL UTILITY TRENCHES IS 18".THE CONTRACTOR SHALL INSPECT ALL DRIVEWAY, PATIO AND WALKWAYEDGES, CORNERS AND SURFACES FOR CRACKS, SCRATCHES AND CHIPS THATWILL NEED TO BE FILLED AND REPAIRED. THE CONTRACTOR SHALL ALSO FILLALL CRACKS AND VOIDS IN EXTERIOR FACE OF THE EXPOSED STERN PRIOR TOFINAL PAINTING.SLOPE CONCRETE LANDINGS AT DOORS 1/8" P.L.F. MINIMUM, 1/4" P.L.F. MAX.,U.N.O.MAINTAIN MINIMUM 5'-0" CLEARANCE FROM PROPERTY LINE - WHERE REQUIRED.PROVIDE (1)"DECO" DRAIN AT WALK(S) SURROUNDING PLANTERS.PROVIDE PROPER TRANSITION FROM POST-TENSION FOUNDATION GARAGEOPENING(S) & PORCH WITH ELEVATIONS TO WALKS AND DRIVEWAY SLABS.A HOUSE NUMBER SHALL BE DISPLAYED IN A PROMINENT MANNER SO IT ISREASONABLY VISIBLE TO EMERGENCY VEHICLES TO LOCATE THE RESIDENCE.INSTALL PRIOR TO FINAL INSPECTION. ADDRESS NUMBERS SHALL COMPLY WITH2006 I.R.C. R321.1 OR 2009/2018 I.R.C. R319.1.PROVIDE TERMITE PROTECTION UNDER ALL CONCRETE FLOOR SLABS.CONCENTRATION SHALL NOT BE LESS THAN: TORPEDO0.5%, DEMON T.C. 0.25%TO 0.5% OR DRAGNET 0.5% TO NOT TO BE LESS THAN THE TERMITICIDE LABELI.R.C. R318.2.INSULATION NOTES:MINIMUM INSULATION SHALL BE PROVIDED AS FOLLOWS: 2X4 FRAME WALLS - R13 MINIMUM BATTS 2x6 FRAME WALLS - R19 MINIMUM BATTS MASONRY WALLS - R7 MINIMUM BATTS CEILINGS (TOP-MOST CEILING, W/UNCONDITIONED SPACE ABOVE ONLY) - R30 MINIMUM BLOWN CELLULOSE (OR FIBERGLASS) AT FLAT CEILINGS (WHERE FEASIBLE, BATT OTHERWISE); R30 MINIMUM BATTS AT VAULTED AREAS. CEILING (TOP-MOST CEILING, W/ CONDITIONED SPACE ABOVE ONLY) - R21 MINIMUM SPRAYED FOAM DIRECTLY TO UNDERSIDE OF ROOF SHEATHING. ATTIC KNEE WALLS - R13 MINIMUM BATTS. FLOOR ASSEMBLIES (W/ UNCONDITIONED SPACE BELOW) - EQUIVALENT OF R30 MINIMUM BATTS OR BLOWN FIBERGLASS, INSTALL TIGHT TO AND MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING.INSTALL INSULATION AT ALL CEILING AREAS, ROOF AREAS, ALL VERTICAL WALLSAND AT AREAS NECESSARY TO PROPERLY INSULATE THE BUILDING FORMING ATIGHT, CONTINUOUS ENVELOPE AT ALL CONDITIONED SPACES.AT ALL ROOF DORMER VENTS AND O'HAGIN'S VENTS WITHIN 48" VERTICALLYFROM BOTTOM OF TRUSS BOTTOM CHORD OR CEILING JOIST, PROVIDE BAFFLE.ATTACH BAFFLE TO BOTTOM OF TRUSS TOP CHORD, DIRECTLY UNDER VENTOPENING TOPREVENT AIR CIRCULATION FROM DISPLACING BLOWN INSULATION.A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR IN THEELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGNPROFESSIONAL. THE CERTIFICATE SHALL LIST THE PRE-DOMINANT R-VALUES OFINSULATION INSTALLED IN OR ON THE CEILING/ ROOF, WALLS, FOUNDATION ANDDUCTS OUTSIDE THE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION ANDSHGC OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEMAND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THEBUILDING. 2012 I.R.C. SECTION N1101.16.CERTIFY INSULATION VALUES BY PLACING CERTIFICATION CARDS IN GARAGE,SPECIFYING NUMBER OF BAGS OF BLOW, AREA OF COVERAGE, THICKNESS OFINSULATION( SETTLED DENSITY) AND R-FACTORS OF WALLS, CEILINGS, ETC. ALLINSULATION SHALL CONFORM TO 2000/2003 I.R.C. N 1101 OR2006/2009/2012 I.R.C. CHAPTER 11.ATTIC ACCESS LID SHALL BE WEATHER STRIPPED AND INSULATED TO LEVELEQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES PER 2018I.R.C. N1102.2.4.R-VALUE FOR TYPICAL 2X4 FRAMED WALL: WALL COMPONENT R-VALUE INSIDE AIR FILM 0.68 GYPSUM OR PLASTER BOARD, 1/2" THICK 0.45 INSULATION BATT, RATED BY MANUFACTURER AS R13 13.00 EXPANDED POLYSTYRENE, MOLDED BEADBOARD, 1" THICK 4.17 STUCCO, 3/8" THICK 0.17 OUTSIDE AIR FILM 15 MPH WIND SPEED 0.17 TOTAL 18.64STUCCO NOTES:"WESTERN 1-KOTE" STUCCO SYSTEM OR EQUAL SHALL BE INSTALLED PERMANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITHI.A.P.M.O ER-0382. INSULATION BOARD SHALL COMPLY WITH SECTION 2303.1.6OFVAPOR BARRIER APPLICATION SHALL COMPLY WITH SECTION OF THE IRC ANDASTM C1063. PROVIDE G.I. WEEP SCREED 4" MINIMUMABOVE FINISHED GRADE AND 2" MINIMUM ABOVE CONCRETE SLABS.PROVIDE 1/2 ASPHALT IMPREGNATED SHEATHING (A.I.S. BOARD) OR APPROVED1/2FOAM AT ALL ATTIC AREAS.THE BUILDING SAFETY DEPARTMENT WILL REQUIRE THE INSTALLATION CARDFROMTHE STUCCO MANUFACTURER'S APPROVED APPLICATIONS BE ON THE JOBBEFORETHE APPLICATION OF THE WEATHER-RESISTIVE BARRIER. A COPY OF THEINSTALLATION CARD MUST BE PRESENTED TO THE BUILDING INSPECTOR AFTERTHE COMPLETION OF WORK AND BEFORE FINAL INSPECTION AND THEINSTALLATION CARD SHALL BE LEFT AT THE JOB SITE FOR THE HOMEOWNER.PROVIDE ONE LAYER OF GRADE "D" KRAFT PAPER OVER OPEN FRAMINGUNDER 1"FOAM STYRENE BOARDS. PROVIDE TWO LAYERS OF GRADE "D" KRAFT PAPEROVER WOOD BASESHEATHING, UNDER 1/2 A.I.S. OR 1/2 FOAM STYRENE BOARD.ROOFING NOTES:TILE ROOFING SHALL BE CONCRETE-TYPE TILE, IAPMO UES ER-1900OR EQUAL OVER MIN. 1 LAYER OF 40# ASTM-D226 ASPHALT-SATURATEDFELT (2 LAYERS OF 40# FELT FOR ROOF SLOPES 3:12 < 4:12 ) OR EQUAL.INSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE TILEROOFING INSTITUTE.RAIN DIVERTERS TO BE PROVIDED AT THE ENTRANCES AND WHERESTRUCTURAL DAMAGE COULD OCCUR.BUILT-UP ROOF NOTES:BUILT-UP ROOFS WILL CONSIST OF ONE FIBERGLASS BASE SHEET NAILED TOROOF DECK AND ONE GRANULAR-SURFACED MODIFIED MEMBRANE APPLIED BYCOLD PROCESS. ALL BUILT-UP ROOFS TO COMPLY WITH MANUFACTURER'SSPECIFICATIONS.WHEN SCUPPERS ARE REQUIRED TO ALLOW WATER TO EXIT ROOF AREA,CONTRACTOR WILL FABRICATE METAL TO INSTALL INSIDE OF SCUPPERS. METALSHALL BE INSTALLED PRIOR TO FIRST LAYER OF ROOFING MATERIAL BEINGAPPLIED.THE METAL INSERT SHALL ALSO HAVE FLANGES THAT OVERLAP ON THE INSIDEOF THE PARAPET WALL AND SEALED WITH TAR (ALL EDGES). IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE ELEVATION OFSCUPPER METAL IS CORRECT AND WILL ALLOW WATER TO FLOW AND DRAINFROM ROOF, WITHOUT CAUSING A "DAMMING EFFECT".CONTRACTOR SHALL SUPPLY AND INSTALL ALL ROOF VENTS REQUIRED BY CODEAND AS SHOWN ON DRAWINGS. ALL FLASHING ON PARAPET WALLS AND HOUSEWALLS SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR PER TH DRAWINGS.FLASHING SHALL BE OF 26 GAUGE GALVANIZED MATERIAL PERI.R.C. R905.8.8.DRYWALL NOTES:ALL GYPSUM BOARD THICKNESSES AND TYPES TO BE PER I.R.C. TABLE R702.3.5.PROVIDE 1/2" GYPSUM BOARD ON ALL WALLS, U.N.O. ALL CEILINGS TO HAVE 5/8" GYPSUMBOARD OR 1/2" SAG-RESISTANT GYPSUM CEILING BOARD, U.N.O. PROVIDE 5/8" TYPE "X"GYPSUM BOARD AT GARAGE CEILINGS AND WALLS, U.N.O.CEMENT, FIBER-CEMENT AND GLASS MAT GYPSUM OR EQUIVALENT TYPE "WR" GYPSUMWALLBOARD BACKERS SHALLBE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.DRYWALL @ GARAGE CEILING MUST BE 2 LAYERS OF 5/8" TYPE X WITH HABITABLE SPACEABOVE GARAGEFACTORY-BUILT FIREPLACES NOTES:FACTORY-BUILT FIREPLACES SHALL BE "HEATILATOR" MODEL NUMBER NBV/NDV 42361,RAVE40131, OR EQUAL. DIRECT VENT (VENTED DECORATIVE GAS FIREPLACE) MEETSANSI Z21, 88B-2008; TOP VENT (VENTED DECORATIVE GASFIREPLACE) MEETS ANSI Z21. 50B-2005 (ICC-ES REPORT NUMBERS ARE NO LONGERPROVIDED NOR REQUIRED FOR GAS FIREPLACES). TEMPERED GLASS HAS BEENTESTED AND CERTIFIED TO ANSI Z92.1. FIREPLACES SHALL BE INSTALLED AND MEETALL REQUIRED MINIMUM CLEARANCES FOR FLUE, TERMINATIONS AND CONNECTIONSPER MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODE REQUIREMENTS.FACTORY-BUILT CHIMNEYS AND FACTORY-BUILT FIREPLACES SHALL COMPLY WITH ALLFEDERAL, STATE, AND LOCAL CLEAN-BURNING FIREPLACE ORDINANCES. A PERMANENTGAS LOG IS REQUIRED, INSTALLED TO COMPANY WITH 40, CODE OF FEDERALREGULATIONS PART 60, SUBPART AAA OR BE DETERMINED COMPLIANT BY MARICOPACOUNTY OR PINAL COUNTY AIRPOLLUTION CONTROL OFFICER.FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED INACCORDANCE WITH THE CONDITIONS OF THE LISTING PER 2018 I.R.C. R1005.1.FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127 PER 2018 I.R.C. R1005.4.FIREPLACES SHALL BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY IN COMPLIANCE WITH2018 I.R.C. R1006. ALL FIREPLACES INSTALLED IN SLEEPING ROOMS SHALL BE DIRECT-VENT AND BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING ANDTHE MANUFACTURER'S INSTRUCTIONS PER I.R.C. G2406.2HEARTH EXTENSIONS, MANTELS, AND SURROUNDING WALLS (INCLUDING FINISHES) OFLISTED FACTORY-BUILT FIREPLACES SHALL CONFORM TO THE CONDITIONS OF LISTINGAND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER I.R.C. R1004.FACTORY-BUILT CHIMNEYS UTILIZED WITH LISTED FACTORY-BUILT FIREPLACES MAY BEUSED IN COMMON VERTICAL SHAFT HAVING THE REQUIRED FIRE-RESISTANCE RATINGPER 2000/2003 I.R.C. R1002.4 OR 2006/2009/2018 I.R.C. R1005.ALL GAS FIREPLACES SHALL COMPLY WITH I.R.C. CHAPTERS 18 AND 24 ORI.M.C. 903.DOORS AND WINDOWS NOTES:ALL DOORS AND WINDOWS SHALL COMPLY WITH I.R.C. R308, R310, AND R311.ALL EXTERIOR WINDOWS SHALL BE DUAL-PANE AND COMPLY WITH I.R.C. R308 AND INSTALLEDPER MANUFACTURER'S SPECIFICATIONS AND FLASHING REQUIREMENTS PER 2018 I.R.C. SEC.R609.ALL EXTERIOR WINDOWS SHALL HAVE A MINIMUM SOUND TRANSMISSION RATING OF STC-22.ALL EXTERIOR DOORS SHALL HAVE WEATHER-LIGHT GASKETS, THRESHOLDS AND GASKETEDGLASS.ALL MAIN OR FRONT ENTRY DOORS MUST HAVE AN 180 DEGREE DOOR VIEWER OR BEARRANGED SO THAT THE OCCUPANT CAN VIEW THE IMMEDIATE AREA OUTSIDE THE DOORTHROUGH A WINDOW.THE ACTIVE LEAF OF PAIR OF DOORS SHALL BE EQUIPPED WITH A DEADBOLT AND THE LOCKSHALL BE KEY-OPERATED FROM THE EXTERIOR ONLY.DEADBOLT LOCKS ARE REQUIRED ON ALL EXTERIOR SWINGING DOORS AND MUST BEEQUIPPED WITH A MINIMUM 1: BOLT THROW, WRENCH-RESISTANT AND CASE-HARDENEDCOLLAR, CASE-HARDENED FASTENERS WHICH THREAD INTO THECYLINDER BODY, AND A FOUR (4) SCREW STRIKE PLATE USING 3"X N0. 8 SCREWS WITH 3/4MIN. PENETRATION. SUCH LOCKS MUST BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF AKEY OR SPECIAL KNOWLEDGE OR EFFORT. NO DOUBLE-KEYED LOCKS SHALL BE ALLOWED,PER 2018 I.R.C. R311.2.EXTERIOR SLIDING DOORS MUST HAVE THE SLIDING SECTION ON THE INSIDE AND BE EQUIPPEDSO THAT IT CANNOT BE RAISED OR REMOVED WHILE IN THE CLOSED AND LOCKED POSITION.AN AUXILIARY NON-KEYED LOCK MUST ALSO BE INSTALLED. THE STATIONARY SECTIONSHALL NOT BE REMOVABLE FROM THEOUTSIDE.EXTERIOR WINDOWS SHALL BE CONSTRUCTED AND INSTALLED SO AS TO PROHIBIT SLIDING,RAISING OR REMOVAL OF THE MOVING SECTION WHILE IN THE CLOSED AND LOCKED POSITION.WINDOW PANELS SHALL HAVE WEATHERSTRIP MOLDING OR GLAZING BEAD WHICH IS NOTEASILY REMOVED FROM THE OUTSIDE. SLEEPING ROOM WINDOWS MAY NOT HAVE LOCKSWHICH REQUIRE A KEY OR SPECIAL KNOWLEDGE OR EFFORT TO UNLOCK PER I.R.C. R310. ALLOPERABLE WINDOWS SHALL BE WEATHERSTRIPPED AND AIRTIGHT IN ACCORDANCE WITHASTME-283-84-T STANDARD.THE FOLLOWING HAZARDOUS LOCATIONS SHALL BE PROVIDED WITH SAFETY GLAZING PERI.R.C. R308.4: A. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDINGAND BI- FOLD DOORS WITH GLAZED OPENING DIMENSION GREATER THAN 3". B. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EXPOSED EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. C. GLAZING IN FIXED OR OPERABLE PANELS THAT MEET ALL OF THE FOLLOWING CONDITIONS: 1) AREA LARGER THEN 9 S.F.;2) BOTTOM EDGE IS LESS THAN 18" ABOVE FLOOR; 3) TOP EDGE IS MORE THAN 36" ABOVE FLOOR; AND 4) WALKING SURFACE WITHIN 36" MEASURED HORIZONTALLY. D. ALL GLAZING IN RAILINGS. E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS,STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. F. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. G. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.ENERGY COMPLIANCE NOTES:ALL ENERGY EFFICIENCY SHALL COMPLY WITH 2018 I.R.C. CHAPTER 11.PROJECTS SHALL COMPLY WITH SECTIONS IDENTIFIED AS "MANDATORY" AND WITH EITHERSECTIONS IDENTIFIED AS "PRESCRIPTIVE" OR THE PERFORMANCE APPROACH IN SECTIONN1106 PER 2018 I.R.C. N1101.13A HOME ENERGY RATING SYSTEM ("HERS") INDEX OF 64 OR LESS, CONFIRMED IN WRITINGBY A RESIDENTIAL ENERGY SERVICES NETWORK CERTIFIED ENERGY RATER MAY BE USEDIN PLACE OF THE APPROACH DESCRIBED IN SECTION N 1101.13. COMPLIANCE MAY BEDEMONSTRATED BY SAMPLING IN ACCORDANCE WITH CHAPTER 6 OF THE MORTGAGEINDUSTRY NATIONAL HOME ENERGY RATING SYSTEM STANDARDS AS ADOPTED BY THERESIDENTIAL ENERGY SERVICES NETWORK PER 2018 I.R.C. N1101.13DUCT AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH N1103.3. THROUGH N1103.3.1 R2018.I.R.C. N1103.3. SUPPLY DUCTS SHALL BE INSULATED TO A MINIMUM OF R-8 AND DUCTSIN FLOOR TRUSSES SHALL BE INSULATED TO A MINIMUM OF R-6 (PRESCRIPTIVE) PER 2018I.R.C. N110.3.1. EXCEPTIONS: A. DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE.THE RESIDENTIAL ENERGY SERVICES NETWORK (RESNET) MORTGAGE INDUSTRYNATIONAL HOME RATING SYSTEM STANDARDS PROTOCOL FOR THIRD PARTY TESTING ANDINSPECTIONS SHALL BE DEEMED TO MEET THE REQUIREMENTS PER 2018 I.R.C. N1101 ANDSHALL MEET THE FOLLOWING CONDITIONS: A. THIRD PARTY TESTING AND INSPECTIONS SHALL BE COMPLETED BY RESNET CERTIFIED RATERS OR RATING FIELD INSPECTORS AND SHALL BE SUBJECT TO RESNET QUALITY ASSURANCE FIELD REVIEW PROCEDURES. B. SAMPLING IN ACCORDANCE WITH CHAPTER 6 OF THE RESNET STANDARDS SHALL BE PERFORMED BY RATERS OR RATING FIELD INSPECTORS WORKING UNDER A RESNET ACCREDITED SAMPLING PROVIDER. C. THIRD PARTY TESTING IS REQUIRED FOR THE FOLLOWING ITEMS: N1102.4.1.1 - BUILDING ENVELOPE - THERMAL AND AIR BARRIER CHECKLIST N1102.4.3 - TESTING - AIR LEAKAGE RATE N1103.3.3 - SEALING - DUCT TIGHTNESS D. THE OTHER REQUIREMENTS IDENTIFIED AS "MANDATORY" IN CHAPTER 11 SHALL BE MET.MECHANICAL NOTES:ALL MECHANICAL SHALL COMPLY WITH I.R.C CHAPTERS 12 THROUGH 23.ALL AIR CONDITIONING AND HEATING SYSTEMS SHALL BE DESIGNED, SIZED ANDINSTALLED BY THE SUBCONTRACTOR TO MAINTAIN A MINIMUM INTERIORTEMPERATURE OF 68 F. PER I.R.C.R303.9.PROVIDE 4" ROUND DRYER VENT AND INSTALLATION AS SHOWN ON FLOOR PLAN.PER 2018 I.R.C. M1502. CITY OF PHOENIX ONLYALL RANGE HOODS SHALL CONFORM WITH THE REQUIREMENTS OF 2000/2003 I.R.C.M1502 OR 2006/2009/2018 I.R.C. M1503.ALL MECHANICAL EQUIPMENT INSTALLED IN ATTIC SHALL COMPLY PER I.R.C.CHAPTER 13.ALL EXHAUST FANS SHALL PROVIDE FIVE AIR CHANGES PER HOUR MINIMUM AND50 C.F.M.COMBUSTION AIR REQUIREMENTS AND VENTILATION FOR INSTALLED GASAPPLIANCES SHALL COMPLY PER I.R.C. CHAPTER 17 OR G2407 OR I.M.C. CHAPTER 7,INCLUDING BUT NOT LIMITED TO WATER HEATERS, FIREPLACES, ETC., VENT WITHAPPROVED DOUBLE WALL SYSTEM. ALL DUCTWORK IN GARAGE SHALL BE MINIMUM26 GAUGE WITH NO VIBRATION ISOLATION MATERIAL IN DUCT.ELECTRICAL PLAN NOTES:200V/GAS PER SPECS @ W.H., A/C, RANGE AND DRYER.GAS STUBS TO BE LOCATED PER SUBDIVISION SPECIFICATIONS.HOSE BIBS TO BE LOCATED PER SUBDIVISION SPECIFICATIONS.EXTERIOR ELECTRICAL OUTLETS TO BE WEATHER PROOFPROVIDE 110V WIRED "IN SERIES" SMOKE DETECTORS OR PER LOCALCODES REQUIREMENTS.WATER HEATERS TO BE LOCATED IN GARAGEEXTERIOR COLUMN AND PORCH LIGHTS TO BE MOUNTED PER ELEVATIONS.LIGHT FIXTURE IN BEDROOMS TO BE PRE-WIRED AND BLOCKED FORCEILING FAN.BUILDER TO INSTALL ALL LIFE SAFETY DEVICES PER CODE.BUILDER/SUB-CONTRACTOR IS RESPONSIBLE FOR ENSURING ALLELECTRICAL CODES AND REQUIRMENTS ARE MET. THESE DRAWINGS(ELECTRICAL PLANS) ARE FOR SCHEMATIC PURPOSES ONLY.ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION PROVIDED PER IRC2018 &E3902.16.ALL RECEPTACLES MUST BE TAMPER RESISTANTCARPENTRY NOTES:COORDINATE FRAMING LAYOUTS WITH MECHANICAL. PROVIDE BLOCKING AT ALLMECHANICAL INSTALLATION CUTS, REGISTERS, RETURNS, ROOF VENTS, ELC. PROVIDEHORIZONTAL MECHANICAL CHASE AT MID-SPAN IN ALL FLOOR TRUSSES.PLUMBING NOTES:ALL PLUMBING SHALL COMPLY WITH I.R.C. CHAPTERS 25 THRU 33, I.R.C. 2018ALL WATER PIPE TO BE COPPER TYPE "L" BELOW GRADE WITHOUT FITTINGAND TYPE "M" ABOVE GRADE OR APPROVEDEQUAL. PROVED ONE EXPANSION CHAMBER PER LINE. WATER PIPING PER NSF61 OR I.R.C. P2609.ALL GAS PIPING TO BE SCHEDULE 40 BLACK IRON.GAS PIPING INSTALLED UNDERGROUND BENEATH BUILDING SHALL BE PERI.R.C. G2415.6, PER I.R.C. 2018.ALL WASTE AND VENT PIPE TO BE PLASTIC ABS ABOVE GRADE TO COMPLYWITH I.R.C. 2018 P2702, P2706.OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATEDNOT LESS THAN 6" ABOVE THE ROOF, EXCEPT THAT WHERE A ROOF IS TO BEUSED FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE VENTEXTENSION SHALL BE RUN NOT LESS THAN 7" ABOVE THE ROOF PER 2018 I.R.C.P3103.1. BUCKEYE ONLY, OPEN VENT PIPES SHALL EXTEND THROUGH THEROOF AND SHALL BE TERMINATED AT LEAST 10" ABOVE THE ROOF AND AMINIMUM 36" FROM A VERTICAL WALL OR PARAPET, EXCEPT WHERE THE ROOFIS USED FOR ANY OTHER PURPOSE OTHER THAN WEATHER PROTECTION, THEVENT EXTENSION SHALL BE NOT LESS THAN 7" ABOVE THE ROOF.ELECTRICAL WATER HEATER TO BE 50 GALLON MINIMUM NATURAL GAS WATERHEATER TO BE 40 GALLON MINIMUM, WHERE APPLICABLE, VENT WITHAPPROVED DOUBLE WALL VENTILATION SYSTEM PER U.M.C., CHAPTER 8 ANDSECTION 706 OR I.R.C. P2801 OR I.M.C. CHAPTER 7. WHERE REQUIRED A PANAND DRAIN SHALL BE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THETANKS OR CONNECTIONS WILL CAUSE DAMAGE PER I.R.C 2018 P2801.5, ANDM2005.2.PROVIDE WATER HEATER WITH TEMPERATURE AND PRESSURE RELIEF VALVEAND DISCHARGE PIPING TO EXTERIOR OF BUILDING. SLOPE DISCHARGE PIPINGFOR POSITIVE DRAINAGE AND SUPPORT AT 32" O.C. MAXIMUM. TERMINATE NOTMORE THAN 6" ABOVE FINISH GRADE OR SLAB PER I.R.C. P2804.6.1.PLUMBING FIXTURES REQUIRED CAPACITY AT POINT OF OUTLET DISCHARGEPER I.R.C. 2018 P2903.1.MAXIMUM FLOW RATES AND CONSUMPTION FOR FIXTURES SHALL BE PER 2018I.R.C. TABLE P2903.2: LAVATORY FAUCET: 2.2 GPM AT 60 PSI SHOWER HEAD: 2.5GPM AT 80 PSI SINK FAUCET: 2.2 GPM AT 60 PSI WATER CLOSET: 1.6 GALLONSPER FLUSHING CYCLE.IN ACCORDANCE WITH AAC R18-4-119, ALL MATERIALS ADDED AFTER JANUARY1, 1993 WHICH MAY COME INTO CONTACT WITH DRINKING WATER SHALLCONFORM TO NATIONAL SANITATION FOUNDATION STANDARDS 60 AND 61.PROVIDE AN EXPANSION TANK OR OTHER DEVICE PER I.R.C. 2018 P2903.4DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL EXPANSIONCONTROL AT THE WATER HEATER IF A PRESSURE-REDUCING VALVE,BACKFLOW PREVENTION DEVICE OR CHECK VALVE IS ON OR TO BE INSTALLEDON THE WATER LINE OR AT THE METER.A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE EQUIPMENTSHUT OFF VALVE AS CLOSE TO THE INLET OF THE EQUIPMENT AS PRACTICAL.ILLUMINATING APPLIANCES,RANGES, CLOTHES DRYERS AND OUT DOORGRILLS ARE EXEMPT.ALL HOT WATER LINES LOCATED ABOVE THE FLOOR SLAB SHALL BECOMPLETELY INSULATED WITH A MINIMUM OF R-3 INSULATION, OR PER 2018I.R.C. N1103.4 (I.E.C.C. 403.4).PROVIDE WATER-HAMMER ARRESTORS PER I.R.C. 2018 P2903.5 AT OUTLETSWHERE "QUICK-CLOSING" VALVES ARE USED (OPERATED BY A SOLENOID ORSPRING-LOADED), E.G., ICE- MAKERS, CLOTHES-WASHING MACHINES,DISHWASHERS. WATER- HAMMER ARRESTORS SHALL CONFORM TO ASSE1010. INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS.WATER HEATER MUST HAVE DRAIN PAN WITH DRAINAGE TO THE OUTSIDEThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:01 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA10.0121902458R15012 - A, B, C
2868286828682868286828682868246824686068BP6068BPATTICACCESS22"x30"28684"TEMPTEMP120801R1SW1SHD1R1S1R1S4SH(16")4SH(16")1R1STUB308016070 GARAGE DOOR1 1/2"A/CPADSHOWER30" x 30"MIN2868HBHBHB28682R2S4SH(16")DWHBHBHB28682R2SIBTIBT2R2S1R1S26683'x3'STOOPw/OPTDOORREF2868
28686068BP6068BP308016070 GARAGE DOOR1 1/2"HBHBHBHBHBIBTIBT286828686068BP6068BP 308016070 GARAGE DOOR1 1/2"HBHBHBHBHBIBTIBTMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLG17'-6"4'-11 1/2"11'-4 1/2"HALL9'-0" CLGCLOSET9'-0" CLG8'-6 1/2"2'-10"HDR3'-0" x 8'-6"HDR3'-0" x 8'-6"3'-6"10'-4"3'-6"8'-9 1/4"8'-9 1/4"7'-6 1/2"7'-6 1/2"17'-4"17'-6 1/2"15'-1"49'-11 1/2"5'-4 1/2"6'-5 1/2"2'-4 1/2"12'-10"HDR3050 SH7'-0"HDRTWIN 3050 SH7'-0"HDR3050 SH7'-0"HDR3050 SH7'-0"SLOPECONCRETE 2"SLOPECONCRETESLOPECONCRETEHALL9'-0" CLG49'-11 1/2"17'-4 3/4" x 8'-0" HDRHDR3050 SH7'-0"HDRTWIN 3050 SH7'-0"11'-9"10'-5 1/2"1'-8 1/2"4'-8"8 1/2"20'-8"4'-6 1/4" x 8'-0" HDR10'-4"10'-4"2'-4"2'-4"5'-2 3/4"5'-2 3/4"5'-10 1/2"5'-10 1/2"22'-4"56'-2"55'-2"1'-0"56'-2"2x6 LOW WALL@ 34 1/2" AFF7'-10"4'-3"4'-11 1/2"14'-9 1/2"4'-10"5'-8 1/2"6'-6 1/2"5'-7"2x62x62x62x62'-2 1/2"16'-3" R.O.2'-2 1/2"5'-11 1/2"10'-6"9'-6 1/2"1'-3 1/2"1'-0"TOWEL BAR @+54"6"1'-0"2'-0"3'-0"6"1'-0"2x614'-10 1/2"2'-4 1/2"12'-8 1/2"11'-1"11'-5 1/2"12'-5 1/2"11'-1"HDR3'-0" x 8'-6"TO ISLAND WALL8'-10 1/2"TO ISLAND WALL10'-0 1/4"6'-2 1/4"6'-3"A80.017A80.016A80.015A80.014A80.013A80.0112A60.011OPT. SEPARATETUB & SHOWERA20.012A20.013ELEVATION BELEVATION C2x64'-10 1/2"3'-4 1/2"12'-5"7'-4"4'-1 1/2"4'-1 1/2"7'-4"1'-8"4"PROVIDE 1 3/8" SOLID CORE DOORw/ SELF LATCHING DEVICEREF. DRYWALL NOTES ON A10.01 FORGYP REQUIRMENTS @ GARAGE1'-0"EXT. DISCHARGE LOCATION FOR T&PRELIEF LINE & WATER HEATER DRAIN,NOT LESS THAN 6" ABOVE GND. USINGMATLS. LISTED IN TABLE P2905.5 (NOTPVC)1'-4"1'-4"2'-0"2'-1 1/2"3'-6"2'-9"R 5 "7'-7 1/2"6'-1 1/2"15'-6 1/2"5'-3 1/2"7'-3 1/2"2'-6"2'-9 1/2"HDR4010 FX7'-0"2A80.021A80.023'-0"1'-0"TANKLESSWATER HEATER2'-9"2X6STD. FENCE RETURN2'-0"TPTPTOWEL BAR @+54''3'-4 1/2"7'-6"1'-7"3'-3"3'-6"5'-4 1/2"6'-5"3'-4 1/2"5'-7 1/2"5'-3 1/2"2'-11"8'-2 1/2"3'-10 1/2"2'-4 1/2"2'-0"5'-5"DENSSHIELD MOISTURERESISTANT BOARD ANDCULTERED MARBLE (OREQUAL) AT SHOWER TO6' ABOVE DRAINDENSSHIELD MOISTURERESISTANT BOARD ANDCULTERED MARBLE (OREQUAL) AT SHOWER TO6' ABOVE DRAINBYPASS DOORSHOWER RODWRFCPTWRFCPTCLR OPENINGCLR OPENINGCLR OPENINGGE1'-0"3'-0"4'-0"GE(OPT. 2868 DOOR)CLR OPENINGCLR OPENINGOPT. LAUNDRY TUBOPT. 16080 GARAGE DOOR-OPT. DOORA60.013OPT. DOUBLE OVENA60.012OPT. SUPER SHOWERF2'-6"SOUND DETERRENTWALL, TYP.STD. FENCE RETURNF4'-7"OPT. SINK3'-0"9'-10"HDR3050 SH7'-0"4'-1 1/2"13'-4 1/2"HDR3050 SH7'-0"BEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGFOYER9'-0" CLGPORCH10'-0" CLGSLOPECONCRETE 2"SLOPECONCRETE49'-11 1/2"11'-9"10'-0 1/2"1'-5"6'-1"1'-6"19'-2"8'-10"10'-4"5'-11" x 8'-0" HDR2'-10" x 8'-0" HDRHDRTWIN 3050 SH7'-0"HDRTWIN 3050 SH7'-0"2'-2 1/2"16'-3" R.O.2'-2 1/2"5'-10 1/2"5'-10 1/2"5'-0 1/4"5'-0 1/4"11'-10"2'-0"1'-0"3'-0"58'-2" OVERALL12'-10"2'-0"9'-10"6"6"3'-0 1/2"3'-0 1/2"11'-1"11'-5 1/2"12'-5 1/2"11'-1"CLR OPENINGCLR OPENINGGEGE1'-0"2'-0"3'-0"1'-0"3'-0"4'-0"OPT. 16080 GARAGE DOOR4"BEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGFOYER9'-0" CLGPORCH10'-0" CLGSLOPECONCRETE 2"SLOPECONCRETE5'-11" x 8'-6" HDR2'-10" x 8'-6" HDR11'-9"10'-0 1/2"1'-5"6'-1"1'-6"19'-2"49'-11 1/2"8'-10"10'-4"3'-0 1/2"3'-0 1/2"5'-10 1/2"5'-10 1/2"5'-0 1/4"5'-0 1/4"HDRTWIN 3050 SH7'-0"HDRTWIN 3050 SH7'-0"11'-10"2'-0"2'-2 1/2"16'-3"2'-2 1/2"12'-10"1'-0"2'-0"1'-0"58'-2" OVERALL6"6"11'-1"11'-5 1/2"12'-5 1/2"11'-1"CLR OPENINGCLR OPENINGGEGE1'-0"2'-0"3'-0"1'-0"3'-0"4'-0"OPT. 16080 GARAGE DOOR4"The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD. 1/4" = 1'-0"Global Plan3/27/2020 1:11:02 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA20.0121902458R15012 - A, B, C 1/4" = 1'-0"1ELEVATION A - FIRST FLOOR PLAN 1/4" = 1'-0"2ELEVATION B - FIRST FLOOR PLAN 1/4" = 1'-0"3ELEVATION C - FIRST FLOOR PLAN
5" / 12"5:12CONCRETE ROOFTILE, TYP.5:122'-6"RETURN POPOUT 2' 0"AROUND CORNER5:125:125:122"X24" FOAM POPOUT, TYP.3'X6' FOAM POPOUT, TYP.STUCCO, TYP.(SEE NOTES ON A10.01)3"X8" FOAM POPOUT, TYP.NICHE RECESSED 1/2"w/ WROUGH IRON DETAILTERMINATE POPOUTFLUSH w/ WALL, TYP.(DO NOT RETURN BACK)9'-1 1/8" PL11'-6 1/8" PLOVERALL HEIGHT20'-1"10'-1 1/8" PL5" / 12"5" / 12"5" / 12"COACH LIGHT, TYP.2 1/2"/12" CRICKET2A90.01TYP.1A90.01TYP.TYP.4"1x4 TRIM, TYP.6'-0"2'-0"8'-6"5" / 12"5" / 12"COACH LIGHT, TYP.STUCCO, TYP.(SEE NOTE ON A10.01)FOAM POPOUT, TYP.REF #3 / A30.012'-6"5:12CONCRETE ROOFTILE, TYP.9'-1 1/8" PL16'-1 1/8" PL5" / 12"COACH LIGHT, TYP.5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"6'-0"11'-6 1/8" PL1A90.01TYP.2"x24" FOAM POPOUT, TYP.3"x6" FOAM POPOUT, TYP.11A90.01TYP.SOUND DETERRENTWALL, TYP.2'-0"2'-0"FOAM POPOUT, TYP. REF. #3 /A30.012'-0"2'-6"STUCCO, TYP.(SEE NOTE ON A10.01)5:12CONCRETE ROOFTILE, TYP.5" / 12"9'-1 1/8" PL16'-1 1/8" PL5" / 12"COACH LIGTH, TYP.5" / 12"5" / 12"10'-1 1/8" PL11'-6 1/8" PL1A90.01TYP.2"x24" FOAM POPOUT, TYP.3"x6" FOAM POPOUT, TYP.11A90.01TYP.OPT. SERVICE DOORFOAM POPOUT, TYP.REF. #3 / A30.01STUCCO, TYP.(SEE NOTE ON A10.01)5:129'-1 1/8" PL16'-1 1/8" PL2A90.01TYP.30"x18" GENERAL METAL GABLE ENDLOUVER, TYP. (DECORATIVE ONLY)1A90.01TYP.11A90.01TYP.5" / 12"5" / 12"TEMPERED SLIDING GLASS DOOR2"X8" FOAMPOPOUT, TYP.5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"9'-1 1/8" PL9'-1 1/8" PLRAKERAKE5" / 12"5" / 12"5" / 12"11'-6 1/8" PLRAKERAKE16' 1 1/8" PL10' 1 1/8" PL9'-1 1/8" PL9'-1 1/8" PL2 1/2"/12" CRICKET2'-0"2'-0"979797 97 9797979797979797979797ELEVATION NOTES:1.ALL A/C AND MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM PUBLIC STREET AND SHALL BESCREENED A MINIMUM OF 1'-0" ABOVE THE HIGHEST POINT OF THE EQUIPMENT.2.ALL WASTE LINES TO BE VENTED TO REAR OF HOUSE3.ALL GAS APPLIANCE VENTS THRU ROOF SHALL BE VENTED TO REAR OF HOUSE4.PROVIDE 2" CLEARANCE BETWEEN BOTTOM OF WINDOW FRAME TO TOP OF FOAM POPOUT BELOWWHERE POSSIBLE (WORST CASE, PROVIDE 1/2" CLEARANCE MINIMUM)5.PROVIDE 8" CLEARANCE BETWEEN ROOF SHEATHING AND BOTTOM OF FOAM POPOUTS6.GARAGE DOOR STYLE AND MANUFACTURER TO BE VERIFIED THROUGH PURCHASING7.SHADING ON GARAGE DOOR(S) INDICATES ACCENT COLOR PAINT: FRONT ENTRY DOORS TO BEPAINTED TRIM COLOR. SHADING ON FOAM POPOUTS INDICATES ACCENT COLOR PAINT AND SPECIALSTUCCO FINISH LIGHTER SHADING (WHEN SHOWN) INDICATES "COLOR BLOCKING" UNSING ACCENTCOLOR PAINT. ACCENT COLOR PAINT TO BE USED ON ALL SURFACES SHOWN AND ON UNDERSIDE OFADJACENT SOFFITS AND WHERE HIDDEN SHALL CARRY BACK AND TERMINATE AT THE NEXT INSIDEOR OUTSIDE CORNER. POPOUTS AND NICHES IN COLOR BLOCKED" LOCATIONS WILL REMAIN BODYCOLOR8" FOAM POPOUT, TYP.6" FOAM POPOUT, TYP.2" TYP.3'-6"3050 SH, TYP.7'-0" HDRNOTES:1.CALCULATIONS ONLY VALID FOR PRODUCTS MATCHING THE NFA VALUES LISTED ABOVE2.BAFFLES REQUIRED IN ALL BAYS BETWEEN SOFFIT VENTS WHERE INSULATION IS INSTALLED3.PROVIDE VENTILATION AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL RESIDENTIALCODE; PERFORATED SOFFITS ARE NOT ALLOWED IN SIDE YARDS WITH LESS THAN FIVE FEETFROM SOFFIT TO BUILD LINEThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:05 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA30.0121902458R15012 - A, B, C 1/4" = 1'-0"1ELEVATION A - FRONT 1/8" = 1'-0"6ELEVATION A - RIGHT 1/8" = 1'-0"4ELEVATION A - LEFT 1/8" = 1'-0"2ELEVATION A - REAR 1/8" = 1'-0"5ELEVATION A - ROOF PLANATTIC AREA (FT²)ATTIC AREA @ MAIN ROOFREQUIRED VENTILATION (IN²)1/300 EXCEPTIONMINIMUM MINIMUM MAXIMUMREQUIRED UPPER ATTIC VENTILATION (IN²)PROVIDED UPPER ATTIC VENTILATION (IN²)O'Hagin High Profile Model S2806134740%-50% OF REQUIRED539 6736582 NFA582 NFA 582 NFA(97 NFA)+ + ==GM 6' Triangle Gable Louver0(224 NFA)0 NFA=0 NFAREQUIRED SOFFITVENTILATION (IN²)PROVIDED SOFFIT VENTILATION (IN²)Linear Feet of Perforated Soffit Vent (9 NFA)O'Hagin High Profile Model SGM Triangle Gable LouverMINIMUM7650(97 NFA) (224 NFA)0873 NFA90 NFA0 NFA0 NFA873 NFA 0 NFA873 NFA+ + + === =18" x 30" Gable End Louver0 0 NFA(214 NFA)=0 NFA(9 NFA)FT18" x 24" Gable End Louver0(154 NFA)0 NFA=0 NFA 1/4" = 1'-0"ELEVATION A - WINDOW TREATMENT DETAIL3
STUCCO, TYP.(SEE NOTE ON A10.01)FOAM POPUOT, TYP.FOAM POPOUTREF. #3 / A40.0112" DEEP X 12" RADIUSCORNER MOLDING, TYP.TRI-GABLE PIPE, TIPE(DECORATIVE ONLY)5" / 12"5" / 12"5" / 12"5" / 12"5:12CONCRETE ROOFTILE, TYP.5" / 12"OVERRALL HEIGHT20'-1"2'-10"9'-1 1/8" PL11'-0"8 1/2"1'-5"11'-6"8 1/2"1'-5"2 1/2"/12" CRICKETHEELED TRUSS1'-0" HIGH10'-1 1/8" PLCOACH LIGHT, TYP.6A90.01TYP.1x4 TRIM, TYP.6'-0"5" / 12"5" / 12"COACH LIGHT, TYP.8 1/2"11'-4"1'-5"8 1/2"9'-6"1'-5"STUCCO, TYP.(SEE NOTE ON A10.01)5:12CONCRETE ROOFTILE, TYP.FOAM POPOUT,REF #3 / A40.015" / 12"COACH LIGHT, TYP.5" / 12"5:122'-0"2'-10"9'-1 1/8" PLHEELED TRUSS1'-0" HIGH10'-1 1/8" PL16'-1 1/8" PL5A90.01TYP.11A90.01TYP.FOAM POPOUT, TYP.6'-0"OPT. SERVICE DOOR5:12CONCRETE ROOFTILE, TYP.STUCCO, TYP.(SEE NOTE ON A10.01)5" / 12"COACH LIGHT, TYP.5" / 12"2'-10"6'-0"9'-1 1/8" PL10'-1 1/8" PLHEELED TRUSS1'-0" HIGH16'-1 1/8" PL5:125A90.01TYP.FOAM POPOUT, TYP.11A90.01TYP.FOAM POPOUT, TYP.REF #3 / A40.01SOUND DETERRENTWALL, TYP.2'-0"2'-0"FOAM POPOUT, TYP.REF #3 / A40.01STUCCO, TYP.(SEE NOTE ON A10.01)5:129'-1 1/8" PL5" / 12"5" / 12"16'-1 1/8" PL6A90.01TYP.30"x18" GENERAL METAL GABLE ENDLOUVER, TYP. (DECORATIVE ONLY)5A90.01TYP.11A90.01TYP.TEMPERED SLIDING GLASS DOOR2"X8" FOAMPOPOUT, TYP.9'-1 1/8" PLRAKERAKE9'-1 1/8" PLRAKERAKE10'-1 1/8" PL w/ 1'-0"HIGH HEELED TRUSS16' 1 1/8" PL5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"RAKERAKE2 1/2"/12" CRICKET979797 97 9797979797972'-0"10'-1 1/8" PL w/ 1'-0"HIGH HEELED TRUSSRAKERAKERAKERAKE9'-1 1/8" PL2'-0"97979797976" FOAM POPOUT, TYP.4'-0"4'-4"4"1"4"3050 SH, TYP.7'-0" HDRELEVATION NOTES:1.ALL A/C AND MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM PUBLIC STREET AND SHALL BESCREENED A MINIMUM OF 1'-0" ABOVE THE HIGHEST POINT OF THE EQUIPMENT.2.ALL WASTE LINES TO BE VENTED TO REAR OF HOUSE3.ALL GAS APPLIANCE VENTS THRU ROOF SHALL BE VENTED TO REAR OF HOUSE4.PROVIDE 2" CLEARANCE BETWEEN BOTTOM OF WINDOW FRAME TO TOP OF FOAM POPOUT BELOWWHERE POSSIBLE (WORST CASE, PROVIDE 1/2" CLEARANCE MINIMUM)5.PROVIDE 8" CLEARANCE BETWEEN ROOF SHEATHING AND BOTTOM OF FOAM POPOUTS6.GARAGE DOOR STYLE AND MANUFACTURER TO BE VERIFIED THROUGH PURCHASING7.SHADING ON GARAGE DOOR(S) INDICATES ACCENT COLOR PAINT: FRONT ENTRY DOORS TO BEPAINTED TRIM COLOR. SHADING ON FOAM POPOUTS INDICATES ACCENT COLOR PAINT AND SPECIALSTUCCO FINISH LIGHTER SHADING (WHEN SHOWN) INDICATES "COLOR BLOCKING" UNSING ACCENTCOLOR PAINT. ACCENT COLOR PAINT TO BE USED ON ALL SURFACES SHOWN AND ON UNDERSIDE OFADJACENT SOFFITS AND WHERE HIDDEN SHALL CARRY BACK AND TERMINATE AT THE NEXT INSIDEOR OUTSIDE CORNER. POPOUTS AND NICHES IN COLOR BLOCKED" LOCATIONS WILL REMAIN BODYCOLORNOTES:1.CALCULATIONS ONLY VALID FOR PRODUCTS MATCHING THE NFA VALUES LISTED ABOVE2.BAFFLES REQUIRED IN ALL BAYS BETWEEN SOFFIT VENTS WHERE INSULATION IS INSTALLED3.PROVIDE VENTILATION AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL RESIDENTIALCODE; PERFORATED SOFFITS ARE NOT ALLOWED IN SIDE YARDS WITH LESS THAN FIVE FEETFROM SOFFIT TO BUILD LINEThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:07 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA40.0121902458R15012 - A, B, C 1/4" = 1'-0"1ELEVATION B - FRONT 1/8" = 1'-0"4ELEVATION B - LEFT 1/8" = 1'-0"6ELEVATION B - RIGHT 1/8" = 1'-0"2ELEVATION B - REAR 1/8" = 1'-0"5ELEVATION B - ROOF PLAN 1/4" = 1'-0"ELEVATION B - WINDOW TREATMENT DETAILATTIC AREA (FT²)ATTIC AREA @ MAIN ROOFREQUIRED VENTILATION (IN²)1/300 EXCEPTIONMINIMUM MINIMUM MAXIMUMREQUIRED UPPER ATTIC VENTILATION (IN²)PROVIDED UPPER ATTIC VENTILATION (IN²)O'Hagin High Profile Model S2828135840%-50% OF REQUIRED544 6796582 NFA582 NFA 582 NFA(97 NFA)+ + ==GM 6' Triangle Gable Louver0(224 NFA)0 NFA=0 NFAREQUIRED SOFFITVENTILATION (IN²)PROVIDED SOFFIT VENTILATION (IN²)Linear Feet of Perforated Soffit Vent (9 NFA)O'Hagin High Profile Model SGM Triangle Gable LouverMINIMUM7760(97 NFA) (224 NFA)0873 NFA90 NFA0 NFA0 NFA873 NFA 0 NFA873 NFA+ + + === =18" x 30" Gable End Louver0 0 NFA(214 NFA)=0 NFA(9 NFA)FT18" x 24" Gable End Louver0(154 NFA)0 NFA=0 NFA3
5/12 X 6' GENERALMETAL TRIANGLE GABLELOUVER (DECORATIVE ONLY)5:12CONCRETE ROOFTILE, TYPE.5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"1'-0"9'-1 1/8" PL5/12 X 6' GENERALMETAL TRIANGLE GABLELOUVER (DECORATIVE ONLY)2'-6"OVERRALL HEIGHT20'-1"10'-1 1/8" PLHEELED TRUSS1'-0" HIGH11'-6"1'-6"FOAM POPOUTREF. #3 / A50.01STUCCO, TYP.(SEE NOTE ON A10.01)3"x6" FOAM POPOUT, TYP.TERMINATE POPOUT(OPT.LEDGSTONE)FLUSH w/ WALL (DONOT RETURN BACK)RETURN POPOUT(OPT. LEDGESTONE) 2'-0"AROUND CORNER2"x24" FOAM POPOUT, TYP.(OPT. LEDGESTONE)1A90.01TYP.8A90.01TYP.1x4 TRIM, TYP.6'-0"2A90.01TYP.DECORATIVE NICHE(RECESSED 1/2")COACH LIGHT, TYP.COACH LIGHT, TYP.FOAM POPOUT, TYP. REF. #3 /A50.01STUCCO, TYP.(SEE NOTE ON A10.01)5:12CONCRETE ROOFTILE, TYP.9'-1 1/8" PL2'-6"5" / 12"5" / 12"HEELED TRUSS1'-0" HIGH10'-1 1/8" PL16'-1 1/8" PL5" / 12"5:12COACH LIGHT, TYP.1A90.01TYP.2"x24" FOAM POPOUT, TYP.(OPT. LEDGESTONE)3"x6" FOAM POPOUT, TYP.11A90.01TYP.5" / 12"2'-0"6'-0"OPT. SERVICE DOORSTUCCO, TYP.(SEE NOTE ON A10.01)7'-0"7'-0"5:129'-1 1/8" PL5" / 12"5" / 12"FOAM POPOUT, TYP.REF #3 / A50.0130"x18" GENERAL METAL GABLE ENDLOUVER, TYP. (DECORATIVE ONLY)16'-1 1/8" PL1A90.01TYP.2A90.01TYP.11A90.01TYP.TEMPERED SLIDING GLASS DOOR2"X8" FOAMPOPOUT, TYP.STUCCO, TYP.(SEE NOTE ON A10.01)5:12CONCRETE ROOFTILE, TYP.5" / 12"5" / 12"5:122'-0"2'-6"6'-0"16'-1 1/8" PL9'-1 1/8" PL10'-1 1/8" PLHEELED TRUSS1'-0" HIGHCOACH LIGTH, TYP.2"x24" FOAM POPOUT, TYP.(OPT. LEDGESTONE)1A90.01TYP.3"x6" FOAM POPOUT, TYP.11A90.01TYP.5" / 12"FOAM POPOUT, TYP.REF #3 / A50.01SOUND DETERRENTWALL, TYP.2'-0"9'-1 1/8" PLRAKERAKE9'-1 1/8" PLRAKE5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"RAKE9'-1 1/8" PL16' 1 1/8" PLRAKERAKE9'-1 1/8" PLRAKERAKE979797 97 9797979797972'-0"2'-0"RAKE979797979710'-1 1/8" PL w/ 1'-0"HIGH HEELED TRUSS10'-1 1/8" PL w/ 1'-0"HIGH HEELED TRUSSELEVATION NOTES:1.ALL A/C AND MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM PUBLIC STREET AND SHALL BESCREENED A MINIMUM OF 1'-0" ABOVE THE HIGHEST POINT OF THE EQUIPMENT.2.ALL WASTE LINES TO BE VENTED TO REAR OF HOUSE3.ALL GAS APPLIANCE VENTS THRU ROOF SHALL BE VENTED TO REAR OF HOUSE4.PROVIDE 2" CLEARANCE BETWEEN BOTTOM OF WINDOW FRAME TO TOP OF FOAM POPOUT BELOWWHERE POSSIBLE (WORST CASE, PROVIDE 1/2" CLEARANCE MINIMUM)5.PROVIDE 8" CLEARANCE BETWEEN ROOF SHEATHING AND BOTTOM OF FOAM POPOUTS6.GARAGE DOOR STYLE AND MANUFACTURER TO BE VERIFIED THROUGH PURCHASING7.SHADING ON GARAGE DOOR(S) INDICATES ACCENT COLOR PAINT: FRONT ENTRY DOORS TO BEPAINTED TRIM COLOR. SHADING ON FOAM POPOUTS INDICATES ACCENT COLOR PAINT AND SPECIALSTUCCO FINISH LIGHTER SHADING (WHEN SHOWN) INDICATES "COLOR BLOCKING" UNSING ACCENTCOLOR PAINT. ACCENT COLOR PAINT TO BE USED ON ALL SURFACES SHOWN AND ON UNDERSIDE OFADJACENT SOFFITS AND WHERE HIDDEN SHALL CARRY BACK AND TERMINATE AT THE NEXT INSIDEOR OUTSIDE CORNER. POPOUTS AND NICHES IN COLOR BLOCKED" LOCATIONS WILL REMAIN BODYCOLOR6" FOAM POPOUT, TYP.4'-0"4'-8"8" FOAM POPOUT, TYP.2" TYP.3050 SH, TYP.7'-0" HDRNOTES:1.CALCULATIONS ONLY VALID FOR PRODUCTS MATCHING THE NFA VALUES LISTED ABOVE2.BAFFLES REQUIRED IN ALL BAYS BETWEEN SOFFIT VENTS WHERE INSULATION IS INSTALLED3.PROVIDE VENTILATION AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL RESIDENTIALCODE; PERFORATED SOFFITS ARE NOT ALLOWED IN SIDE YARDS WITH LESS THAN FIVE FEETFROM SOFFIT TO BUILD LINEThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:10 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA50.0121902458R15012 - A, B, C 1/4" = 1'-0"1ELEVATION C - FRONT 1/8" = 1'-0"4ELEVATION C - LEFT 1/8" = 1'-0"2ELEVATION C - REAR 1/8" = 1'-0"6ELEVATION C - RIGHT 1/8" = 1'-0"5ELEVATION C - ROOF PLANATTIC AREA (FT²)ATTIC AREA @ MAIN ROOFREQUIRED VENTILATION (IN²)1/300 EXCEPTIONMINIMUM MINIMUM MAXIMUMREQUIRED UPPER ATTIC VENTILATION (IN²)PROVIDED UPPER ATTIC VENTILATION (IN²)O'Hagin High Profile Model S2833136040%-50% OF REQUIRED544 6806582 NFA582 NFA 582 NFA(97 NFA)+ + ==GM 6' Triangle Gable Louver0(224 NFA)0 NFA=0 NFAREQUIRED SOFFITVENTILATION (IN²)PROVIDED SOFFIT VENTILATION (IN²)Linear Feet of Perforated Soffit Vent (9 NFA)O'Hagin High Profile Model SGM Triangle Gable LouverMINIMUM7780(97 NFA) (224 NFA)0873 NFA90 NFA0 NFA0 NFA873 NFA 0 NFA873 NFA+ + + === =18" x 30" Gable End Louver0 0 NFA(214 NFA)=0 NFA(9 NFA)FT18" x 24" Gable End Louver0(154 NFA)0 NFA=0 NFA 1/4" = 1'-0"ELEVATION C - WINDOW TREATMENT DETAIL3
28682868246828681R1SW1SHD1R1S1R1STUBA/CPADTUB286828681R1SSHOWER30" x 30"MIN2R2S1R1S28684SH(16")4SH(16")HBDWDBLOVENREF286828682468
W1SHD1R1STUBA/CPAD28682R2S1R1S28681R1S1R1S28681R1SSHOWERHALL9'-0" CLGMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLG7'-10"4'-3"4'-11 1/2"HDR3'-0" x 8'-6"2x62x61'-8"3'-3 1/2"7'-6"1'-7"HDR3'-0" x 8'-6"TOWEL BAR @+54"A80.017A80.016A80.0154'-10"7'-7 1/2"6'-1 1/2"5'-3 1/2"3'-9 1/2"3'-6"5'-4 1/2"2'-6"2'-9 1/2"HDR4040 FX TEMP OPQ7'-0"3'-6 1/2"6'-6 1/2"5'-6 1/2"5'-3 1/2"2'-11"2'-7"TPPIVOT DOORWRFCPTDENSSHIELD MOISTURERESISTANT BOARD ANDCULTERED MARBLE (OREQUAL) AT SHOWER TO6' ABOVE DRAIN(OPT. 2868 DOOR)CLR OPENINGCLR OPENINGA80.014A80.0132-KITCHEN9'-0" CLGPANTRY9'-0" CLGDINING9'-0" CLG17'-6"4'-11 1/2"7'-6 1/2"7'-6 1/2"HDRTWIN 3050 SH7'-0"2x6 LOW WALL@ 34 1/2" AFF1'-0"TO ISLAND WALL8'-10 1/2"TO ISLAND WALL10'-0 1/4"6'-2 1/4"6'-3"2x61'-4"1'-4"2'-0"2'-1 1/2"3'-6"2'-9"R 5 "2'-9"A80.018A80.017A80.016A80.015HALL9'-0" CLGMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLG7'-10"4'-3"4'-11 1/2"HDR3'-0" x 8'-6"2x62x61'-8"3'-3 1/2"7'-6"HDR3'-0" x 8'-6"TOWEL BAR @+54"4'-10"7'-7 1/2"6'-1 1/2"5'-3 1/2"2'-11"2'-7"TPWRFCPTDENSSHIELD MOISTURERESISTANT BOARD ANDCULTERED MARBLE (OREQUAL) AT SHOWER TO6' ABOVE DRAIN(OPT. 2868 DOOR)CLR OPENINGCLR OPENING9'-1"1'-0"2'-8"5'-3 1/2"4"3'-5 1/2"STEPBENCH@18" AFF2'-9 1/2"2'-8 1/2"3'-7"HDR1616 FX OPQ7'-0"HDR1616 FX OPQ7'-0"LOW WALL w/GLASS ABOVEThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD. 1/4" = 1'-0"Global Plan3/27/2020 1:11:11 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA60.0121902458R15012 - A, B, C 1/4" = 1'-0"1OPT. SEPARATE TUB & SHOWER @ MASTER BATH - FLOORPLAN 1/4" = 1'-0"3ELEVATION A - OPT. DOUBLE OVEN @ KITCHEN - FLOORPLAN 1/4" = 1'-0"2OPT. SUPER SHOWER @ MASTER BATH - FLOOR PLAN
WPGFIGFI220vTV3DB1x4 FLUORFLUORCLGCHAFCIIBT6068BP6068BP16070 GARAGE DOOR1 1/2"HBHB220vHBHBHBWPGFI220v3AFCICLGGFIAFCITVTVDB220vIBTIBT36068BP6068BP16070 GARAGE DOOR1 1/2"HBHB220vHBHBHBWPGFI220v3AFCICLGGFIAFCITVTVDB220vIBTIBT36068BP6068BPATTICACCESS22"x30"16070 GARAGE DOOR1 1/2"A/CPADHBHBHBGFIGFIGFIMICRO220vDISPDWWPGFIGFI220vAFCIGFIAFCIHBGFIHBHBWPGFI220v3AFCICLGGFITVVENTGFIAFCI3TVWPGFITVTVTVAFCICHDB220v3IBTIBT26683'x3'STOOPw/OPTDOOR3GFIGFIREFDUPLEX OUTLET (110V). ASNOTED, U.N.O. (MEASURED ATTOP)+16" A.F.F. - WALL OUTLETS+18" A.F.F. - DED. HOOD / MICROWAVEABOVE RANGE/COOKTOP.+40" A.F.F. - WASHER AND DRYER OUTLETSCEILING - MOUNTED LIGHT FIXTURE ORPENDENT LIGHT FIXTURE (+84" A.F.F., U.N.O.)SMOKE AND CARBON MONOXIDE DETECTOR(+80" A.F.F. TO TOPU.N.O.; INTERCONNECTED W/ SMOKEALARMS;S.A./CO COMBO UNIT MAY BE USED), WHEREREQUIREDDISCONNECT (+46" A.F.F. TO TOP, U.N.O.)(CLEARANCE OF 30" WIDE, 36" DEEP)TELEPHONE JACK (+16" A.F.F.TO TOP ATMASTER BROM; +46" A.F.F.TO TOP AT KITCHEN /BREAKFAST, U.N.O.)TV / CABLE OUTLET( +16" A.F.F. TO TOP,U.N.O.)ELECTRICAL LEGENDWATERPROOF GFCIDUPLEX220 VOLT DUPLEXGFI CEILING MOUNTEDDUPLEXEXHAUST FANTHREE-WAY SWITCHSINGLE SWITCHDOOR BELL (+80" A.F.F.TO TOP , U.N.O.)CEILING MOUNTED LIGHTFIXTURELED DISK LIGHT FIXTURE8" RECESSEDWATERPROOF LEDFIXTUREHANGING LIGHTFIXTURECEILING FAN WITHLIGHTCEILING FAN WITHOUTLIGHT1x4 FLUORESCENT LIGHTFIXTUREOVER-DOOR WALLMOUNTEDFLUORESCENT LIGHTFIXTUREINDICATES THATFIXTURE IS OPERATEDBY PHOTOCELLWPPSMOKE DETECTOR (CEILING-MOUTEDOR +80" A.F.F. TO TOP, U.N.O.)MAINTAIN A MIN. OF 36" FROM ANYH.V.A.C.SUPPLY, RETURN, REGISTERS,ETC.SWITCH ( +46" A.F.F. TO TOP, U.N.O.)SWITCH ( +46" A.F.F. TO TOP, U.N.O.)GROUND FAULT CIRCUIT INTERRUPTERWALL - MOUNTED LIGHT FIXTURE, HEIGHTSAS NOTED, U.N.O. (MEASURED TO CENTER)+78" A.F.F. AT EXTERIOR TYP.+84" A.F.F. AT INTERIOR, TYP. AND OVERPEDESTAL LAVATORIES+87" A.F.F. OVER VANITIES+88" A.F.F. IN CLOSETS+96" A.F.F. IN CLOSETS W/ CLG. HEIGHTOF 9'-1" OR GREATERSDSD/COGFIDOOR CHIME @+82"DUPLEX HALF-HOTOUTLET (110V) AS NOTEDU.N.O. (MEASURED AT+16" AFF-WALL OUTLETS)INTERSYSTEM BONDINGTERMINATIONSMOKE ALARMS SHALL BE A MINIMUM OF 3' FROM DUCTOPENINGS AND AT DIFFERENT CEILINS HEIGHTS (24" RULEFROM HALLWAY), SMOKE ALARMS SHALL BEINTERCONNECTED WITH BATTERY BACK-UP AND WIRINGSHALL BE PERMANENT.A)OUTLET BOXES - ALL FIRE RATED WALLS AND CEILINGSNOT EXCEEDING 2 HOURS SHALL HAVE SINGLE ORDOUBLE GANG METALLIC BOXES, OR NON METALLICBOXES WITH MARKINGS FOR "UL" CIRCLED IN THE BASEOF THE BOX WITH THE CLASS *HR (*1 HR OR *2 HR), AND F(FLOOR), W (WALL), OR C (CEILING) DESIGNATIONSSUITABLE FOR THE FIRE RATING REQUIREMENT,APPLICATION, AND CONFIGURATION.B)PROVIDE SOLID 2x6 BACKING AT CEILING- MOUNTEDLIGHT FIXTURES, ALL CEILING FAN LOCATIONS ANDDINING ROOM, BREAKFAST, BEDROOM, DEN AND ENTRYLIGHT FIXTURES LISTED CEILING OUTLETS THAT DONOT EXCEED 50 LBS. AND CEILING FANS THAT DO NOTEXCEED TO LBS. IN WEIGHT, WITH OR WITHOUTACCESSORIES SHALL BE PERMITTED TO BESUPPORTED BY OUTLET BOXES AND IDENTIFIED FORSUCH USE AND SUPPORTED PER N.E.C. 422-18, I.R.C.2018 I.R.C. E4004.5, E3905.2 AND E3905.8C)PROVIDE "P" TRAP AND AIR VENT FORCONDENSATION LINES.D)MECHANICAL CONTACTOR TO MAKE FINALCONNECTIONS OF CONDENSATE LINES AT ALL AIRHANDLER UNITS.E)CENTER OF WATER CLOSETS SHALL BE LOCATED AMINIMUM OF 15" FROM VERTICAL SURFACES OFSIDES - SEE FLOOR PLAN.F)SOLDERS AND FLUX HAVING A LEAD CONTENT INEXCESS OF TWO - TENTHS OF ONE PERCENT SHALLNOT BE USED IN THE INSTALLATION OR REPAIR OF ANYPLUMBING IN RESIDENTIAL OR NONRESIDENTIALFACILITIES PROVIDING WATER FOR HUMANCONSUMPTION WHICH ARE CONNECTED TO PUBLICWATER SYSTEMS PER A.R.S. SEC. 49-353.G)DISHWASHER IS TO BE EQUIPPED WITH AN AIR GAP,WHERE REQUIRED.H)THERE SHALL BE NO OPENINGS BETWEEN THE SUPPLYOR RETURN DUCTS AND THE GARAGE.I)ALL DUCTWORK IN THE GARAGE SHALL BE AMINIMUM OF 26 6A, WITH NO VIBRATION ISOLATIONMATERIAL IN DUCT.J)AT HYDROMASSAGE TUBS, PROVIDE REMOVABLEPANEL OF SUFFICIENT SIZE TO ACCESS PUMP -LOCATION PER FLOOR PLAN, CIRCULATION PUMPSHALL BE LOCATED ABOVE CROWN WEIR OF TRAP;PUMP AND CIRCULATION PIPING SHALL BE SELF -DRAINING; SUCTION FITTINGS SHALL COMPLY WITHLISTED STANDARDS (1994 U.P.C. 413, I.R.C. E4109.3 OR2018 I.R.C. E4209.3).K)PROVIDE G.F.C.I. OUTLET FOR HYDRO - MASSAGE PUMPPER N.E.C. 680.7, OR 2018 I.R.C. E4209.1; PROVIDEBONDING FOR HYDRO - MASSAGE TUBS PER I.R.C. 2018I.R.C E4209.5 .L)ALL CEILING - MOUNTED LIGHT FIXTURES INBEDROOMS TO BE 3-WIRE.M)ALL GFCI OUTLETS ON SIDE WALLS ADJACENT TOLAVATORIES TO BE LOCATED AT FRONT EDGE OFLAVATORY; GANG WITH OR STACK BELOW SWITCHESWHERE OCCURS.N)PROVIDE PRESSURE - BALANCE TYPE CONTROLVALVES FOR ALL SHOWERS AND TUB/SHOWERCOMBINATIONS PER U.P.C. 410.7 OR I.R.C. P2708.4.O)PROVIDE 4-WIRE AT PLUS - CONNECTED 220VAPPLIANCE LOCATIONS.P)LIGHT FIXTURES IN CLOTHES CLOSETS SHALL COMPLYWITH N.E.C. 410.8, I.R.C. E3903.11 OR 2018 I.R.C.E4003.12.Q)PRESSURE - REDUCING VALVE TO BE PROVIDED WHENAVAILABLE WATER SUPPLY PRESSURE EXCEEDS 80 PSI(1994 U.P.C. 608.2 OR I.R.C. P2903.3.1.R)AT MEDIA CENTERS, PROVIDE 2" P.V.C. W/ DRYWALL RINGAND BLANK PLATE AT EACH END BETWEEN ALL NICHESAND OPENINGS.S)BLOCK OR EXTEND ANY ELECTRICAL BOX SO THAT FRONTEDGE WILL FLUSH OUT WITH POPOUT OR FOAMTREATMENT.T)IN WALL PLUMBING FOR PLUMBING FIXTURES ATEXTERIOR WALL LOCATIONS AND ASSOCIATEDNOTCHING AND DRILLING OF FRAMING TO COMPLYWITH I.R.C. R602.6.U)ALL BRANCH CIRCUITS THAT SUPPLY OUTLETSINSTALLED IN BEDROOMS, PER N.E.C. 210-12"B), 2018I.R.C. E3902.16, AND OUTLETS INSTALLED IN FAMILY,DINING, LIVING, PARLOR, LIBRARIES, DENS, BEDROOMS,CLOSETS AND HALLWAYS PER 2018 I.R.C. E3902.16,SHALL BE PROTECTED BY AN ARC-FAULT CIRCUITINTERRUPTER (AFCI), COMBINATION TYPE.V)RECESSED INCANDESCENT LIGHTS SHALL MAINTAIN A 3"CLEARANCE TO INSULATION OR BE LISTED TO HAVEINSULATION IN DIRECT CONTACT WITH THE FIXTURE PERN.E.C. 410.66. I.R.C. E3904 OR 2018 I.R.C. E4004.9.W)LOCATE IRRIGATION TIMER ADJACENT TO ELECTRIC PANEL;PRESSURE VACUM BREAKER LOCATED W/ FRONT HOSE BIBB.X)LOCATION FOR OUTLETS AT WASHER AND DRYER -WASHER ALWAYS LEFT, DYER ALWAYS RIGHT .Y)ALL HORIZONTAL VENTS TO BE 1 1/2" EXCEPT AT WATERCLOSETS, WHICH SHALL BE 2", U.N.O.Z)PROVIDE 3/4" MINIMUM TEE WITH 3" LONS CAPPED STUBOUT AT FRONT HOSE BIBB, TEE SHALL BE INSTALLED ONSTREET SIDE OF SHUT - OFF VALVE.AA)M.P.E. NOTESBB)ALL RECEPTACLES MUST BE TAMPER RESISTANTCC)SMOKE DETECTORS AND CABON MONOXIDE DETECTORS,MUST BE INSTALLED AT LEAST 3' AWAY FROM ANY SUPPLYAND RETURN DUCTS, AND AT LEAST 1' AWAY FROM ANY"JUMPER" DUCTS.DD)STAIRWAY ILLUMINATION MUST COMPLY WITH SECTIONR311.7.9 OF THE 2018 IRC.A MINIMUM OF 90 PERCENT OF THE LAMPS INPERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BEHIGH-EFFICACY LAMPS OR A MINIMUM OF 90 PERCENT OFTHE PERMANENTLY INSTALLED LIGHTING FIXTURESSHALL CONTAIN ONLY HIGH-EFFICACY LAMPS PERN1104.1EE)PRE-WIRE FORGARAGE DOORCOACH LIGHT, TYP.6"6"11'-0"9'-10"GFICLF PRE-WIRECLF PRE-WIRE1013,1519,212323232323, 23232323232323, 2323232224242424241'-0"2'-0"3'-0"GE1'-0"3'-0"4'-0"GEWPWPOPT. 16080 GARAGE DOORCOACH LIGHT, TYP.WP24SDSD24WPPRE-WIRE FORGARAGE DOORCOACH LIGHT, TYP.6"6"11'-0"9'-10"GFICLF PRE-WIRECLF PRE-WIRE1013,1519,212525232323232323, 23232323232323, 232323222424242424291'-0"2'-0"3'-0"GE1'-0"3'-0"4'-0"GEWPWPOPT. 16080 GARAGE DOORCOACH LIGHT, TYP.24WPSDSD24WPPRE-WIRE FORGARAGE DOORCOACH LIGHT, TYP.SDSD/COSD/COSDSDSD6"6"9'-9"+46"+46"+46"10'-8 1/2"9'-10"+46"+46"BRACEDJ8'-9"1'-0"220v J BOX w/ DISCONNECTPER IRCE4101.5 FORELECTRIC WATER HEATERSA70.012A70.013ELEVATION BELEVATION CA70.021OPT. SEPARATETUB & SHOWERSD/COGFIGFI+33"GFI+33"3'-0"1'-0"CLF PRE-WIREIN ATTICCLF PRE-WIRECLF PRE-WIRECLF PRE-WIRE1,3222444666101012121413,159,1119,2117,2016161616161616161616161626262626262626, 262626262625252525252525252525252525232323232323, 23232323232323, 2323232222222222222222222222242424242424161829CLF PRE-WIRE1'-0"2'-0"3'-0"GE1'-0"3'-0"4'-0"GEWPWPWPWPWPOPT. CLFOPT. DOOROPT. 16080 GARAGE DOORTANKLESSWATER HEATERCOACH LIGHT, TYP.A70.023OPT. DOUBLE OVENA70.024OPT. PENDANT LIGHTS262624WPLIGHT & SWITCHw/ OPT. DOOR24WPWPLIGHT & SWITCH w/OPT. CLG. FAN25A70.022OPT. SUPER SHOWER24WPThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:14 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA70.0121902458R15012 - A, B, C 1/4" = 1'-0"3ELEVATION C - FIRST FLOORELECTRICAL PLAN 1/4" = 1'-0"2ELEVATION B - FIRST FLOORELECTRICAL PLAN 1/4" = 1'-0"1ELEVATION A - FIRST FLOOR ELECTRICAL PLAN
WPGFIGFI220vTV3DB1x4 FLUORFLUORCLGCHAFCIIBTA/CPADGFI220vAFCIGFI220vGFITV3TVGFIAFCIWPGFI3HBGFIMICRO220vDISPDWVENTGFI220vGFIREFGFIHBGFIGFIMICRO220vDISPDWAFCIVENTGFIGFIREFA/CPADGFI220vAFCIGFI220vGFITVTVAFCI33WPGFIDUPLEX OUTLET (110V). ASNOTED, U.N.O. (MEASURED ATTOP)+16" A.F.F. - WALL OUTLETS+18" A.F.F. - DED. HOOD / MICROWAVEABOVE RANGE/COOKTOP.+40" A.F.F. - WASHER AND DRYER OUTLETSCEILING - MOUNTED LIGHT FIXTURE ORPENDENT LIGHT FIXTURE (+84" A.F.F., U.N.O.)SMOKE AND CARBON MONOXIDE DETECTOR(+80" A.F.F. TO TOPU.N.O.; INTERCONNECTED W/ SMOKEALARMS;S.A./CO COMBO UNIT MAY BE USED), WHEREREQUIREDDISCONNECT (+46" A.F.F. TO TOP, U.N.O.)(CLEARANCE OF 30" WIDE, 36" DEEP)TELEPHONE JACK (+16" A.F.F.TO TOP ATMASTER BROM; +46" A.F.F.TO TOP AT KITCHEN /BREAKFAST, U.N.O.)TV / CABLE OUTLET( +16" A.F.F. TO TOP,U.N.O.)ELECTRICAL LEGENDWATERPROOF GFCIDUPLEX220 VOLT DUPLEXGFI CEILING MOUNTEDDUPLEXEXHAUST FANTHREE-WAY SWITCHSINGLE SWITCHDOOR BELL (+80" A.F.F.TO TOP , U.N.O.)CEILING MOUNTED LIGHTFIXTURELED DISK LIGHT FIXTURE8" RECESSEDWATERPROOF LEDFIXTUREHANGING LIGHTFIXTURECEILING FAN WITHLIGHTCEILING FAN WITHOUTLIGHT1x4 FLUORESCENT LIGHTFIXTUREOVER-DOOR WALLMOUNTEDFLUORESCENT LIGHTFIXTUREINDICATES THATFIXTURE IS OPERATEDBY PHOTOCELLWPPSMOKE DETECTOR (CEILING-MOUTEDOR +80" A.F.F. TO TOP, U.N.O.)MAINTAIN A MIN. OF 36" FROM ANYH.V.A.C.SUPPLY, RETURN, REGISTERS,ETC.SWITCH ( +46" A.F.F. TO TOP, U.N.O.)SWITCH ( +46" A.F.F. TO TOP, U.N.O.)GROUND FAULT CIRCUIT INTERRUPTERWALL - MOUNTED LIGHT FIXTURE, HEIGHTSAS NOTED, U.N.O. (MEASURED TO CENTER)+78" A.F.F. AT EXTERIOR TYP.+84" A.F.F. AT INTERIOR, TYP. AND OVERPEDESTAL LAVATORIES+87" A.F.F. OVER VANITIES+88" A.F.F. IN CLOSETS+96" A.F.F. IN CLOSETS W/ CLG. HEIGHTOF 9'-1" OR GREATERSDSD/COGFIDOOR CHIME @+82"DUPLEX HALF-HOTOUTLET (110V) AS NOTEDU.N.O. (MEASURED AT+16" AFF-WALL OUTLETS)INTERSYSTEM BONDINGTERMINATIONSMOKE ALARMS SHALL BE A MINIMUM OF 3' FROM DUCTOPENINGS AND AT DIFFERENT CEILINS HEIGHTS (24" RULEFROM HALLWAY), SMOKE ALARMS SHALL BEINTERCONNECTED WITH BATTERY BACK-UP AND WIRINGSHALL BE PERMANENT.A)OUTLET BOXES - ALL FIRE RATED WALLS AND CEILINGSNOT EXCEEDING 2 HOURS SHALL HAVE SINGLE ORDOUBLE GANG METALLIC BOXES, OR NON METALLICBOXES WITH MARKINGS FOR "UL" CIRCLED IN THE BASEOF THE BOX WITH THE CLASS *HR (*1 HR OR *2 HR), AND F(FLOOR), W (WALL), OR C (CEILING) DESIGNATIONSSUITABLE FOR THE FIRE RATING REQUIREMENT,APPLICATION, AND CONFIGURATION.B)PROVIDE SOLID 2x6 BACKING AT CEILING- MOUNTEDLIGHT FIXTURES, ALL CEILING FAN LOCATIONS ANDDINING ROOM, BREAKFAST, BEDROOM, DEN AND ENTRYLIGHT FIXTURES LISTED CEILING OUTLETS THAT DONOT EXCEED 50 LBS. AND CEILING FANS THAT DO NOTEXCEED TO LBS. IN WEIGHT, WITH OR WITHOUTACCESSORIES SHALL BE PERMITTED TO BESUPPORTED BY OUTLET BOXES AND IDENTIFIED FORSUCH USE AND SUPPORTED PER N.E.C. 422-18, I.R.C.2018 I.R.C. E4004.5, E3905.2 AND E3905.8C)PROVIDE "P" TRAP AND AIR VENT FORCONDENSATION LINES.D)MECHANICAL CONTACTOR TO MAKE FINALCONNECTIONS OF CONDENSATE LINES AT ALL AIRHANDLER UNITS.E)CENTER OF WATER CLOSETS SHALL BE LOCATED AMINIMUM OF 15" FROM VERTICAL SURFACES OFSIDES - SEE FLOOR PLAN.F)SOLDERS AND FLUX HAVING A LEAD CONTENT INEXCESS OF TWO - TENTHS OF ONE PERCENT SHALLNOT BE USED IN THE INSTALLATION OR REPAIR OF ANYPLUMBING IN RESIDENTIAL OR NONRESIDENTIALFACILITIES PROVIDING WATER FOR HUMANCONSUMPTION WHICH ARE CONNECTED TO PUBLICWATER SYSTEMS PER A.R.S. SEC. 49-353.G)DISHWASHER IS TO BE EQUIPPED WITH AN AIR GAP,WHERE REQUIRED.H)THERE SHALL BE NO OPENINGS BETWEEN THE SUPPLYOR RETURN DUCTS AND THE GARAGE.I)ALL DUCTWORK IN THE GARAGE SHALL BE AMINIMUM OF 26 6A, WITH NO VIBRATION ISOLATIONMATERIAL IN DUCT.J)AT HYDROMASSAGE TUBS, PROVIDE REMOVABLEPANEL OF SUFFICIENT SIZE TO ACCESS PUMP -LOCATION PER FLOOR PLAN, CIRCULATION PUMPSHALL BE LOCATED ABOVE CROWN WEIR OF TRAP;PUMP AND CIRCULATION PIPING SHALL BE SELF -DRAINING; SUCTION FITTINGS SHALL COMPLY WITHLISTED STANDARDS (1994 U.P.C. 413, I.R.C. E4109.3 OR2018 I.R.C. E4209.3).K)PROVIDE G.F.C.I. OUTLET FOR HYDRO - MASSAGE PUMPPER N.E.C. 680.7, OR 2018 I.R.C. E4209.1; PROVIDEBONDING FOR HYDRO - MASSAGE TUBS PER I.R.C. 2018I.R.C E4209.5 .L)ALL CEILING - MOUNTED LIGHT FIXTURES INBEDROOMS TO BE 3-WIRE.M)ALL GFCI OUTLETS ON SIDE WALLS ADJACENT TOLAVATORIES TO BE LOCATED AT FRONT EDGE OFLAVATORY; GANG WITH OR STACK BELOW SWITCHESWHERE OCCURS.N)PROVIDE PRESSURE - BALANCE TYPE CONTROLVALVES FOR ALL SHOWERS AND TUB/SHOWERCOMBINATIONS PER U.P.C. 410.7 OR I.R.C. P2708.4.O)PROVIDE 4-WIRE AT PLUS - CONNECTED 220VAPPLIANCE LOCATIONS.P)LIGHT FIXTURES IN CLOTHES CLOSETS SHALL COMPLYWITH N.E.C. 410.8, I.R.C. E3903.11 OR 2018 I.R.C.E4003.12.Q)PRESSURE - REDUCING VALVE TO BE PROVIDED WHENAVAILABLE WATER SUPPLY PRESSURE EXCEEDS 80 PSI(1994 U.P.C. 608.2 OR I.R.C. P2903.3.1.R)AT MEDIA CENTERS, PROVIDE 2" P.V.C. W/ DRYWALL RINGAND BLANK PLATE AT EACH END BETWEEN ALL NICHESAND OPENINGS.S)BLOCK OR EXTEND ANY ELECTRICAL BOX SO THAT FRONTEDGE WILL FLUSH OUT WITH POPOUT OR FOAMTREATMENT.T)IN WALL PLUMBING FOR PLUMBING FIXTURES ATEXTERIOR WALL LOCATIONS AND ASSOCIATEDNOTCHING AND DRILLING OF FRAMING TO COMPLYWITH I.R.C. R602.6.U)ALL BRANCH CIRCUITS THAT SUPPLY OUTLETSINSTALLED IN BEDROOMS, PER N.E.C. 210-12"B), 2018I.R.C. E3902.16, AND OUTLETS INSTALLED IN FAMILY,DINING, LIVING, PARLOR, LIBRARIES, DENS, BEDROOMS,CLOSETS AND HALLWAYS PER 2018 I.R.C. E3902.16,SHALL BE PROTECTED BY AN ARC-FAULT CIRCUITINTERRUPTER (AFCI), COMBINATION TYPE.V)RECESSED INCANDESCENT LIGHTS SHALL MAINTAIN A 3"CLEARANCE TO INSULATION OR BE LISTED TO HAVEINSULATION IN DIRECT CONTACT WITH THE FIXTURE PERN.E.C. 410.66. I.R.C. E3904 OR 2018 I.R.C. E4004.9.W)LOCATE IRRIGATION TIMER ADJACENT TO ELECTRIC PANEL;PRESSURE VACUM BREAKER LOCATED W/ FRONT HOSE BIBB.X)LOCATION FOR OUTLETS AT WASHER AND DRYER -WASHER ALWAYS LEFT, DYER ALWAYS RIGHT .Y)ALL HORIZONTAL VENTS TO BE 1 1/2" EXCEPT AT WATERCLOSETS, WHICH SHALL BE 2", U.N.O.Z)PROVIDE 3/4" MINIMUM TEE WITH 3" LONS CAPPED STUBOUT AT FRONT HOSE BIBB, TEE SHALL BE INSTALLED ONSTREET SIDE OF SHUT - OFF VALVE.AA)M.P.E. NOTESBB)ALL RECEPTACLES MUST BE TAMPER RESISTANTCC)SMOKE DETECTORS AND CABON MONOXIDE DETECTORS,MUST BE INSTALLED AT LEAST 3' AWAY FROM ANY SUPPLYAND RETURN DUCTS, AND AT LEAST 1' AWAY FROM ANY"JUMPER" DUCTS.DD)STAIRWAY ILLUMINATION MUST COMPLY WITH SECTIONR311.7.9 OF THE 2018 IRC.A MINIMUM OF 90 PERCENT OF THE LAMPS INPERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BEHIGH-EFFICACY LAMPS OR A MINIMUM OF 90 PERCENT OFTHE PERMANENTLY INSTALLED LIGHTING FIXTURESSHALL CONTAIN ONLY HIGH-EFFICACY LAMPS PERN1104.1EE)SDSD/COGFI FOR HYDRO PUMPMASSAGE; PROVIDEDECORATIVE REMOVABLEPANEL ACCESS ATSIDE OF TUB DECK3'-0"1'-0"661016162626262626262525252525252525252523251,3WPWP+46"+46"BRACEDJ1'-0"GFI+33"GFI+33"232, 3424441212149,1116161616161616161618+46"2+46"+46"+46"+46"+46"BRACEDJ1'-0"GFI+33"GFI+33"2224441212149,111616161616161616222216181616SDSD/CO3'-0"1'-0"6610161626262626262625252525252525252523251,3WPWPThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:16 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA70.0221902458R15012 - A, B, C 1/4" = 1'-0"1OPT. SEPARATE TUB & SHOWER @ MASTER BATH -ELECTRICAL PLAN 1/4" = 1'-0"3ELEVATION A - OPT. DOUBLE OVEN @ KITCHEN - ELECTRICALPLAN 1/4" = 1'-0"4ELEVATION A - OPT. PENDANT LIGHTS @ KITCHEN -ELECTRICAL PLAN 1/4" = 1'-0"2OPT. SUPER SHOWER @ MASTER BATH - ELECTRICAL PLAN
M200AS.E.S 200A , 120V/240V, 1 PHASE-3WNEMA 3 , 22K SERIES RATED SEEN.E.C. 110.22 AND 240.66NEUTRAL DISCONNECT MEANS SEEN.E.C. 230-75 OR I.R.C. E3501.6PULL SECTIONSECONDARY CONDUCTORS FROMPOWER COMPANYWHERE METALLIC SERVICERACENWAY IS INSTALLED W/LOCKNUTS, INSTALL A GROUNDBUSHING OR DEVICE AND BOND TOENCLOSURE. IF BOLTED HUB ORSELF BOUNDS HUB IS USED BOUNDSJUMPER IS NOT REQUIRED. (N.E.C.250-102(c) AND (a), OR I.R.C. E3703.6)SERVICE ENTRANCE RACENWAY(1) 2 1/2" CONDUCT TO TRANS, PERPOWER COMPANY REQUIREMENTSSERVICE DISCONNECTENCLOSURE200A MAIN BREAKERWHERE NEUTRAL BUS IS INSULATEDFROM THE ENCLOSURE, INSTALL ABONDING JUMPER #4 CU OR SCREW,SEEN.E.C. 250-28, N.E.C. 250-102 AND TABLE250-122, OR I.R.C. E3509(1) #4 CU COLD WATER BOND W/COPPER PIPING(1) #10 CU GAS BOND W/ OPTIONALGAS(1) #4 CU UFER REQUIRED IN CITY OFBUCKEYE PER (2005 NECARTICLE 250-50 & 250-81)ONE-LINE DIAGRAMGENERAL LIGHTING & RECEPTACLE 2094FT.SMALL APPLIANCE CIRCUITS (2) AT 1500DISHWASHER & DISPOSALMICROWAVE OVENCLOTHES WASHERWATER HEATERELECTRIC CLOTHES DRYERWALL - MOUNTED OVENCOUNTER - MOUNTED COOKTOPRANGEOPTIONAL 240V. AT GARAGETOTAL (LESS HEATING & COOLING)FIRST 10 KW AT 100%REMAINDER AT 40%AIR HANDLING UNIT A (GAS)4 TON CONDENSING UNIT ATOTAL HTG. & COOLING AT 100% (GAS)*MAX. TOTAL LOAD6,282 VA3,000 VA1,500 VA1,200 VA1,500 VA4,500 VA5,000 VA6,000 VA6,000 VA12,000 VAOR11,000 VA45,982 VA*10,000 VA*14,393 VA1,176 VA5,016 VA*6,192 VA30,585 / 240 = 127.48 AMPSUSE 200 AMP ELECTRICAL SERVICE120120120120120120/240120/240120/240120/240120/24024012024020 A40 A(4) 15A #14 WIRE(2) 20A #12 WIRE 20A 20A 20A30A #10 WIRE30A30A30A50A #6 WIRE50ALOADSINGLE PHASENOM. VOLTAGECONDUCTORAMPACITYELECTRICAL CALCULATIONSPANEL BOARD SCHEDULEFOR DESIGN PURPOSES ONLY ACTUAL FIELD CONDITIONS WILL VARYSEE ELECTRICAL CALCULATIONS FOR SERVICE SITERULES1.ONE 15 AMP AFCI PROTECTED GENERAL LIGHTING CIRCUITPER 500 LIVABLE SQUARE FEET (COVERS BOTHRECEPTACLES AND LIGHTING).2.ONE 20 AMP BATH ROOM CIRCUIT PER FLOOR.3.NO AIR HANDLER HEAT STRIPS IN ALL ELECTRICCOMMUNITIES.GLC ="General Lighting Circuit"*COMBINATION AFCI DEVICE13579111315171921232527293133353739HVCA UNIT #150502468KITCHEN GFIBATHROOM GFI202020KITCHEN GFI10121416182022242628303234363840SPARELAUNDRY GFIG. DISPOSAL /D. WASHERMICROWAVEGLG: DINING/KITCHEN LIGHTS GREAT ROOM20202020*20REFRIGERATORSPARE15*15*15*15*SPARESPARESPAREOPT. DOUBLE OVEN15*ATTIC FURNACESPARESPARESPAREGLC: BATH 2/ LAUNDRYLIGHT/ WIC/M.BATH/ WC/HALLATTIC SERVICEGLC:BED 3/ BED 2/HALLSLIDE IN RANGE4040DRYERWATER HEATER303015SPARESPAREGLC: BED 4/ HALL/FOYERGARAGE/ EXTERIORLIGHTS/ PORCH WPGFI/PORCH LIGHTGLC: M.BED/ COV'D PATIO/ COV'D PATIO WPGFISPARE3030SPARE505015*15*15*15*15*50502015*SPARESTAIRWAY ILLUMINATION MUST COMPLY WITH SECTIONR311.7.9 OF THE 2018 IRC.DD)SMOKE DETECTORS MUST BE INSTALLED PER THEMANUFACTURER'S INSTALLATION INSTRUCTIONS. THIS MAYREQUIRE AN OFF-SET OR SEPARATION FROM ADJACENTWALLS.SMOKE ALARMS SHALL BE A MINIMUM OF 3' FROM DUCTOPENINGS AND AT DIFFERENT CEILINS HEIGHTS (24" RULEFROM HALLWAY), SMOKE ALARMS SHALL BEINTERCONNECTED WITH BATTERY BACK-UP AND WIRINGSHALL BE PERMANENT.A)OUTLET BOXES - ALL FIRE RATED WALLS AND CEILINGSNOT EXCEEDING 2 HOURS SHALL HAVE SINGLE ORDOUBLE GANG METALLIC BOXES, OR NON METALLICBOXES WITH MARKINGS FOR "UL" CIRCLED IN THE BASEOF THE BOX WITH THE CLASS *HR (*1 HR OR *2 HR), AND F(FLOOR), W (WALL), OR C (CEILING) DESIGNATIONSSUITABLE FOR THE FIRE RATING REQUIREMENT,APPLICATION, AND CONFIGURATION.B)PROVIDE SOLID 2x6 BACKING AT CEILING- MOUNTED LIGHTFIXTURES, ALL CEILING FAN LOCATIONS AND DININGROOM, BREAKFAST, BEDROOM, DEN AND ENTRY LIGHTFIXTURES LISTED CEILING OUTLETS THAT DO NOT EXCEED50 LBS. AND CEILING FANS THAT DO NOT EXCEED TO LBS.IN WEIGHT, WITH OR WITHOUT ACCESSORIES SHALL BEPERMITTED TO BE SUPPORTED BY OUTLET BOXES ANDIDENTIFIED FOR SUCH USE AND SUPPORTED PER N.E.C.422-18, I.R.C. 2018 I.R.C. E4004.5, E3905.2 AND E3905.8C)PROVIDE "P" TRAP AND AIR VENT FORCONDENSATION LINES.D)MECHANICAL CONTACTOR TO MAKE FINALCONNECTIONS OF CONDENSATE LINES AT ALL AIRHANDLER UNITS.E)CENTER OF WATER CLOSETS SHALL BE LOCATED AMINIMUM OF 15" FROM VERTICAL SURFACES OFSIDES - SEE FLOOR PLAN.F)SOLDERS AND FLUX HAVING A LEAD CONTENT INEXCESS OF TWO - TENTHS OF ONE PERCENT SHALLNOT BE USED IN THE INSTALLATION OR REPAIR OF ANYPLUMBING IN RESIDENTIAL OR NONRESIDENTIALFACILITIES PROVIDING WATER FOR HUMANCONSUMPTION WHICH ARE CONNECTED TO PUBLICWATER SYSTEMS PER A.R.S. SEC. 49-353.G)DISHWASHER IS TO BE EQUIPPED WITH AN AIR GAP,WHERE REQUIRED.H)THERE SHALL BE NO OPENINGS BETWEEN THE SUPPLYOR RETURN DUCTS AND THE GARAGE.I)ALL DUCTWORK IN THE GARAGE SHALL BE AMINIMUM OF 26 6A, WITH NO VIBRATION ISOLATIONMATERIAL IN DUCT.J)AT HYDROMASSAGE TUBS, PROVIDE REMOVABLE PANELOF SUFFICIENT SIZE TO ACCESS PUMP - LOCATION PERFLOOR PLAN, CIRCULATION PUMP SHALL BE LOCATEDABOVE CROWN WEIR OF TRAP; PUMP AND CIRCULATIONPIPING SHALL BE SELF - DRAINING; SUCTION FITTINGSSHALL COMPLY WITH LISTED STANDARDS (1994 U.P.C.413, I.R.C. E4109.3 OR 2018 I.R.C. E4209.3).K)PROVIDE G.F.C.I. OUTLET FOR HYDRO - MASSAGE PUMPPER N.E.C. 680.7, OR 2018 I.R.C. E4209.1; PROVIDEBONDING FOR HYDRO - MASSAGE TUBS PER I.R.C. 2018I.R.C E4209.5 .L)ALL CEILING - MOUNTED LIGHT FIXTURES INBEDROOMS TO BE 3-WIRE.M)ALL GFCI OUTLETS ON SIDE WALLS ADJACENT TOLAVATORIES TO BE LOCATED AT FRONT EDGE OFLAVATORY; GANG WITH OR STACK BELOW SWITCHESWHERE OCCURS.N)PROVIDE PRESSURE - BALANCE TYPE CONTROLVALVES FOR ALL SHOWERS AND TUB/SHOWERCOMBINATIONS PER U.P.C. 410.7 OR I.R.C. P2708.4.O)PROVIDE 4-WIRE AT PLUS - CONNECTED 220VAPPLIANCE LOCATIONS.P)LIGHT FIXTURES IN CLOTHES CLOSETS SHALL COMPLYWITH N.E.C. 410.8, I.R.C. E3903.11 OR 2018 I.R.C.E4003.12.Q)PRESSURE - REDUCING VALVE TO BE PROVIDED WHENAVAILABLE WATER SUPPLY PRESSURE EXCEEDS 80 PSI(1994 U.P.C. 608.2 OR I.R.C. P2903.3.1.R)AT MEDIA CENTERS, PROVIDE 2" P.V.C. W/ DRYWALL RINGAND BLANK PLATE AT EACH END BETWEEN ALL NICHESAND OPENINGS.S)BLOCK OR EXTEND ANY ELECTRICAL BOX SO THAT FRONTEDGE WILL FLUSH OUT WITH POPOUT OR FOAMTREATMENT.T)DOUBLE LAVATORIES AT EXTERIOR WALL LOCATIONSARE TO HAVE SEPARATE VENT PIPES PER I.R.C. R602.6.U)ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS INSTALLED INBEDROOMS, PER N.E.C. 210-12"B), 2018 I.R.C. E3902.16, ANDOUTLETS INSTALLED IN FAMILY, DINING, LIVING, PARLOR,LIBRARIES, DENS, BEDROOMS, CLOSETS AND HALLWAYS PER2018 I.R.C. E3902.16, SHALL BE PROTECTED BY AN ARC-FAULTCIRCUIT INTERRUPTER (AFCI), COMBINATION TYPE.V)RECESSED INCANDESCENT LIGHTS SHALL MAINTAIN A 3"CLEARANCE TO INSULATION OR BE LISTED TO HAVEINSULATION IN DIRECT CONTACT WITH THE FIXTURE PERN.E.C. 410.66. I.R.C. E3904 OR 2018 I.R.C. E4004.9.W)LOCATE IRRIGATION TIMER ADJACENT TO ELECTRIC PANEL;PRESSURE VACUM BREAKER LOCATED W/ FRONT HOSE BIBB.X)LOCATION FOR OUTLETS AT WASHER AND DRYER -WASHER ALWAYS LEFT, DYER ALWAYS RIGHT .Y)ALL HORIZONTAL VENTS TO BE 1 1/2" EXCEPT AT WATERCLOSETS, WHICH SHALL BE 2", U.N.O.Z)PROVIDE 3/4" MINIMUM TEE WITH 3" LONS CAPPED STUBOUT AT FRONT HOSE BIBB, TEE SHALL BE INSTALLED ONSTREET SIDE OF SHUT - OFF VALVE.AA)M.P.E. NOTESBB)ALL RECEPTACLES MUST BE TAMPER RESISTANTCC)A MINIMUM OF 90 PERCENT OF THE LAMPS INPERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BEHIGH-EFFICACY LAMPS OR A MINIMUM OF 90 PERCENT OFTHE PERMANENTLY INSTALLED LIGHTING FIXTURESSHALL CONTAIN ONLY HIGH-EFFICACY LAMPS PERN1104.1EE)WALL MOUNT8132*1626SYMBOLLUMENSQUANTITYOUTDOOR LIGHTING CALCULATIONSTYPELAMPTOTAL LUMENSGE 100A/RS/PROLINE 120 VOLTSRECESSEDCAN LIGHT950 @0%=03*0MAXIM DIVERSE LEDDISK LIGHT / 57627WTWTPER 2018 TOWN OF ORO VALLEY OUTDOOR LIGHTING CODELIGHTING CLASS: E3aALLOWED: 9,000 / ACREPROPERTY SIZE: 0.2297 ACRES MIN. (SMALLEST)PROPERTY ALLOWED: 0.2297 ACRES x 9,000 LUMENS = 2,067 LUMENSMAX TOTAL LUMENS ON PROPERTY16261626 LUMENS < ALLOWED 2,067 LUMENSNOTES:ALTERNATE FIXTURE STYLES AND BRAND NAMES PER CONTRACTOR SELECTION, COORDINATESELECTION WITH OWNER OR OWNER'S REPRESENTATIVE PROVIDED ARCHITECT WITH ONE COPY OFLIGHTING SUBMITTAL TO CONFIRM CONFORMANCE TO SHIELDING REQUIREMENTS IN 2018 TOWN OF OROVALLEY OUTDOOR LIGHTING CODE.*MAX QUANTITY ON PLANSThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:18 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA70.0321902458R15012 - A, B, C
1'-5"1'-5"2'-6"42" MIRROR3'-0"4"3'-6"2'-3 1/8"9'-1 1/8"2'-6"21"(D)21"(D)1'-3"3'-9"LIGHT FIXTUREOPT. SINK1 1/2"2 1/2"3"2'-0"2'-9"1'-0"2 1/2"1 1/2"24"(D)24"(D)3'-11 1/2"2'-8 1/2"DWCOUNTER TOP6'-8"3'-0"THICKNESS1 1/2" COUNTER TOP 2'-10 1/2"COUNTER TOP5'-5 1/2"3'-0"2'-10 1/2"THICKNESS1 1/2" COUNTER TOP1'-4"1'-5 1/2"6 1/2"2'-1 1/2"LOW WALL@34 1/2" AFF6'-1"9'-1 1/8"3'-1 1/8"6'-0"1SHDS21"(D)3'-0"3'-0"21"(D)2'-8 1/2"3'-0"4"0"3'-6"4"1'-11 1/8"9'-1 1/8"42" MIRROR1'-6"3'-0"1'-6"LIGHT FIXTURETOWEL RING@+60"AFF1'-7 1/8"3'-0"1'-6"3'-0"REF.9'-1 1/8"12"(D)18"(D)12"(D)24"(D)24"(D)2'-6"3'-3"2'-6"2'-6"3'-3"2'-6"3'-0"1'-6"3'-0"1'-7 1/8"9'-1 1/8"12"(D)12"(D)24"(D)24"(D)2'-6"2'-6"2'-6"RANGEMICRO12"(D)2'-6"2'-6"2'-6"1'-6"1'-6"24"(D)24"(D)26"(D)12"(D)18"(D)12"(D)26"(D)1'-3"3'-3"1'-3"2'-9"1'-3"3'-3"1'-3"2'-9"REF.DBLOVEN1'-1 1/8"8'-0"9'-1 1/8"3'-0"1'-6"3'-0"1'-7 1/8"9'-1 1/8"The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD. 1/2" = 1'-0"Global Plan3/27/2020 1:11:19 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA80.0121902458R15012 - A, B, C 1/2" = 1'-0"5BATH 2 1/2" = 1'-0"3KITCHEN 1/2" = 1'-0"4KITCHEN 1/2" = 1'-0"7LAUNDRY 1/2" = 1'-0"6MASTER BATH 1/2" = 1'-0"1KITCHEN 1/2" = 1'-0"2KITCHEN 1/2" = 1'-0"8OPT. DOUBLE OVEN @ KITCHEN
1st Finish Floor0"1st Floor Ceiling9'-1 1/8"FOOTING - REF. STRUCTURALPOST TENSIONED SLAB - REF. STRUCTURAL286828688'-0"PORCHFOYERGREAT ROOMCOV'DPATIOKITCHEN(BEYOND)WALL INSULATION PERENERGY SUMMARYSTUCCO SYSTEM1/2" GYSUMBOARD AT WALLS ANDCEILINGROOF TRUSSES -REF. STRUCTURALATTIC INSULATION PERENERGY SUMMARY5" / 12"5" / 12"5" / 12"5" / 12"5:125:12A90.0111st Finish Floor0"1st Floor Ceiling9'-1 1/8"ROOF TRUSSES -REF. STRUCTURAL5" / 12"5" / 12"CONCRETE TILE ROOF2868286830802868ATTIC INSULATION PERENERGY SUMMARYWALL INSULATION PERENERY SUMMARYSTUCCO SYSTEMFOOTING - REF. STRUCTURALPOST TENSIONED SLAB - REF. STRUCTURAL1/2" GYPSUMBOARD AT WALLS ANDCEILINGREF.MASTER BEDROOMGREAT ROOMKITCHENFOYER(BEYOND)A90.011The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD. 1/4" = 1'-0"Global Plan3/27/2020 1:11:19 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA80.0221902458R15012 - A, B, C 1/4" = 1'-0"1SECTION A 1/4" = 1'-0"2SECTION B
RIDGE POLEROOF TILEHIP POLELOCATIONROOF TILE2 X 6MISSION TILE2 X 42 X 32 X 2FLAT TILEROOF SHEATHINGRIDGE TILEMISSION OR FLATROOF TILE - SEEELEVATIONSNOTE:WEATHERBOARDAPPLIED PER MANUF.SPECS.2x RIDGE BOARDAPPROVED WEATHERBOARD, AFLEXIBLE, PREFORMED FLASHINGMATERIAL TO FOLLOW CONTOURS OFROOF TILE. (I.C.B.O. # ER 2093 OR EQUAL)UNDERLAYMENT TO BE CARRIEDOVER OR UNDER RIDGE BOARDMISSION OR FLATROOF TILE - SEEELEVATIONSUNDERLAYMENT TO BECARRIED UNDER VALLEYFLASHINGMETAL FLASHING MIN. THICKNESS0.019" (NO. 26 GALV. SHEET GAGE)EXTEND MIN 11" FROM CENTERLINE &HAVE SPLASH DIVERTER RIDGE MIN 1"SEE R905.3.8ADDITIONAL 36" WIDE SHEET OFUNDERLAYMENT CONTINUOUS ALONGVALLEYROOF SHEATHINGCANT STRIPBATTENSSEAL ALL PENETRATIONSTHRU METAL FLASHING,TYP.1" MINMIN11"SLOPE STUCCO 1/4" FORPOSITIVE DRAINAGEFINISH FLOORFINISH GRADESTUCCO SYSTEM3"x6" FOAM POPOUT,U.N.O. ON ELEVATIONS"CORONADO STONE" VENEER(ESR-2598), OR EQUAL; 3" MAX.THICKNESS APPLIED OVERUNPAINTED STUCCO SCRATCHCOAT PER MFR. INSTRUCTIONS(1/2"SCRATCH COAT, 1/2" TO 3/4"MORTAR SETTING BED;COMBINEDTHICKNESS OF 7/8" MIN.)#7 G.I. WEEP SCREED (26GA.) W/ 3 1/2" VERT.FLANGETYP.6" - 8"MIN.6"U.N.O. ON ELEVATIONS2'-2"MIN.3"1"1"ROOFING MATERIAL PERSPECS. WRAP OVER ANDPAST NAILERGABLE END TRUSS1/2" A.I.S. BD. AT GABLE ENDTRUSSSTUCCO SYSTEMOPT. STONE VENEER - SEE ELEVATIONS2X2 CONT. NAILER, 2x3 CONTINUOUSFLAT NAIL BOARD ATOPT. LEDGESTONE (DELETE AT 5' SIDEYARD SETBACKS ANDINCREASE CORROSION- RESISTANTFASTENER FOR RAKETILE TO PENETRATE GABLE TRUSS BYMIN. 3/4")(1) LAYER OF "RAINBUSTER" FLASHING OREQUAL UNDER CONT.2X BLK.STUCCO SYSTEMSLOPE AWAYFINISH GRADEFOUNDATION - SEESTRUCTURAL PLAN#7 G.I. (26 GA.) WEEPSCREEDW/ 3 1/2" VERT. FLANGE;& 1"BELOW PLATE, TYP.TYP.6" - 8"1"2x6 FOAM POPOUT - EXTEND 6"PAST R.O. EACH SIDE26 GA. G.I. FLASHING - EXTEND 6"PAST R.O. EACH SIDESTUCCO SYSTEMGYP. BD. PER PLANSDOOR - SEE FLR. PLANDOOR FRAME2x WOOD NAILER1x4 R.S. WOOD TRIMWRAP (1) LAYER OF "RAIN BUSTER"FLASHING OR EQ. UNDER STUCCOSTOP - TOP AND SIDES OF OPENING+85 1/4" A.F.F.FLASHINGSTUCCO SYSTEM#7 G.I. WEEP SCREED+0'-0"FINISH FLOORDBL. TOP PLATEFINISH GRADEBEAM, WHERE OCCURS -SEE FRAMING PLAN3/8" O.S.B. ALL SIDES - DELETE INTOWN OF GILBERT3"x24" FOAM POPOUT, U.N.O.(DELETE W/ OPT. LEDGESTONE)2X WOOD STUDSAT 16" O.C., U.N.O.2X CONT. NAILER(DELETE IN TOWNOF GILBERT)SOFFIT, WHEREOCCURS -SEEFLOOR PLANBUILDING PAPER TO WRAPUNDER 2X CONT. NAILER TOMAINTAIN CONTINUOUS,UNBROKEN MEMBRANE2'-8" TO BOT.OF 2X CONT.NAILER,U.N.O.4"X6" FOAM POPOUT2"X6" FOAM POPOUTSTUCCO SYSTEM2x PRESSURE TREATED PLATES,ON (2) OPPOSING SIDES OF COLUMN, W/(2) MASA ANCHORS PER PLATE, U.N.O. -SEE STRUCTURALVARIES - SEE FOUND. PLANTAPER1"SEE FLR. PLANVARIESTAPER2"1"2"VARIESSEE ELEVATIONELEVATIONVARIES - SEE4"6"4"6"ROOFING SEE ELEVATIONSBIRD STOP w/WEEP HOLESMETAL DRIP, CONT.MOIST-STOP WATER BARRIERLAYER UNDER ROOF EDGEFLASHING & OVERBUILDING PAPEREXTERIOR FINISHSEE ELEVATIONSFIRE STOP EVERY10' HORIZONTALLY2x6 PLUMB-CUT FASCIAFOAM POPOUTINTERIOR FINISH4"6"6"4"ROOFING - SEE ELEVATION2X LOOKOUTONLY REQUIREDWITH OVERHANGS1'-0" OR LARGER2X42x6 BARGEMOIST-STOP WATERBARRIER - LAYERON ROOF DECK &OVER BLDG. PAPERFOAM POPOUTSTAR-R INSUL. BOARD(OR EQ.) @ ATTIC CONDITIONINTERIOR FINISHEXTERIOR FINISHSEE ELEVATIONS6"1 '-2 1 /4 "EXTERIOR FINISHSEE ELEVATIONSFIRE STOP EVERY10' HORIZONTALLYMOIS-STOP WATER BARRIERLAYER UNDER ROOF EDGEFLASHING & OVER PLYWDFASCIA & BUILDING PAPERMETAL DRIP, CONT.BIRD STOP w/WEEP HOLESROOFING - SEE ELEVATIONS1/2" PLYWOODFASCIA - CONT.2x CONTINOUSFIRE BLOCKINGINTERIOR FINISH25 1/8"ROOFING - SEE ELEVATION2X LOOKOUTONLY REQUIREDWITH OVERHANGS1'-0" OR LARGERSTAR-R INSUL. BOARD(OR EQ.) @ ATTIC CONDITIONINTERIOR FINISHEXTERIOR FINISHSEE ELEVATIONS2X NAILER AT TOPUSE AS STUCCO STOPAND NAILER FOR TILEMOIST-STOP WATER BARRIERLAYER BEHIND NAILER& OVER BLDG. PAPEREXTERIOT FINISHSEE ELEVATIONS6"EXTERIOR FINISHSEE ELEVATIONSFIRE STOP EVERY10' HORIZONTALLYMOIS-STOP WATER BARRIERLAYER UNDER ROOF EDGEFLASHING & OVER PLYWDFASCIA & BUILDING PAPERMETAL DRIP, CONT.BIRD STOP w/WEEP HOLESROOFING - SEE ELEVATIONS1/2" PLYWOODFASCIA - CONT.2x CONTINOUSFIRE BLOCKINGINTERIOR FINISH10 1/2"7"1 0 "2"2 1/2"FOAM POPOUT12" RETURN @GABLE ENDS ONLY2x4x12" BLOCKING@ CORBEL ONLYSTUCCO SYSTEMFOUNDATION - SEESTRUCTURAL PLANWEEP SCREED2" ABOVE F.F.2X SILL PLATESLOPED24 GA. 6" STEEL SHEETMETAL FLASHING OVERSHEATING WITH 1" LAPBELOW THE INTERIOR SLAB2"1"BUILDING SHEATINGBLOCKING REQUIRED TOALLOW 6" OC NAILING FORWEEP AND WIREThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:20 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA90.0121902458R15012 - A, B, C 1 1/2" = 1'-0"3WEATHERBOARD RIDGE/HIP CLOSER 1 1/2" = 1'-0"4ROOF VALLEY DETAIL 1 1/2" = 1'-0"8LEDGESTONE VENEER 1 1/2" = 1'-0"9FLUSH RAKE 1 1/2" = 1'-0"11STUCCO SCREED 1 1/2" = 1'-0"13STUCCO POPOUT OVER/EXT. DOOR 1" = 1'-0"12TAPERED COLUMN 1 1/2" = 1'-0"1ELEV. A & C - FASCIA DETAIL 1 1/2" = 1'-0"2ELEV. A & C - BARGE DETAIL 1 1/2" = 1'-0"5ELEV. B - FASCIA DETAIL 1 1/2" = 1'-0"6ELEV. B - BARGE DETAIL 1 1/2" = 1'-0"7ELEV. B - FASCIA DETAIL (@ CORBEL ONLY) 1 1/2" = 1'-0"10WEEP SCREED AT ZERO STEP
.+1"+0"+0"LOUVERED METAL VENT -SEE ELEVS. FOR SIZE1"x12" FOAMPOPOUT1"x6" FOAMPOPOUTTYP.125ROOF BELOW-WHERE OCCURS+2"1"x6" FOAMPOPOUT8" (MIN.)1 2 " (M IN .).+1"+0"+0"LOUVERED METAL VENT -SEE ELEVS. FOR SIZE2"x8" FOAMWEDGE1"x6" FOAMPOPOUTTYP.125ROOF BELOW-WHERE OCCURS8" (MIN.)9 " (M IN .).+1"+0"+0"LOUVERED METAL VENT -SEE ELEVS. FOR SIZE2"x8" FOAMWEDGE1"x6" FOAMPOPOUTTYP.125ROOF BELOW-WHERE OCCURS8" (MIN.)9 " (M IN .).+0"LOUVERED METAL VENT -SEE ELEVS. FOR SIZETYP.125ROOF BELOW-WHERE OCCURS+FRAME -SEEELEVATIONS+2"1"x6" FOAMPOPOUT1"x12" FOAMPOPOUT+1"8" (MIN.).+0"LOUVERED METAL VENT -SEE ELEVS. FOR SIZETYP.125ROOF BELOW-WHERE OCCURS+FRAME -SEEELEVATIONS2"x8" FOAMWEDGE8" (MIN)LINTELSILLSTEP 1ATTACH SILL STRIP WITH TOP EDGE LEVEL WITHROUGH SILL. EXTEND BEYOND EDGE OF ROUGHOPENING AT LEAST 8". SECURE ALL BUILDING PAPEROR SIMILAR APPROVED FLASHING MATERIAL WITHGALVANIZED NAILS OR POWER DRIVEN STAPLES.ROUGH - IN OPENINGWINDOW8"LINTELSILLSTEP 2ATTACH JAMB STRIPS WITH SIDE EDGE EVENWITH ROUGH - JAMB FRAMING. START STRIP 1"BELOW LOWER EDGE OF SILL STRIP ANDEXTEND 4" ABOVE LOWER EDGE OF LINTEL.ROUGH - IN OPENINGWINDOW4"STEP 3INSTALL WINDOW INTO ROUGH OPENINGWITH SILL AND JAMB FLANGES OVERPREVIOUSLY INSTALLED FLASHING. ATTACHHEAD FLASHING OVER THE WINDOWFLANGE.STEP 4COMMERCING AT THE BOTTOM (SOLE PLATE) OFTHE WALL, LAY BUILDING PAPER UNDER SILL STRIP.CUT ANY EXCESS BUILDING PAPER THAT MAYEXTEND ABOVE THE SILL FLANGE LINE ON EACHSIDE OF OPENING (SHOWN AS DASHED LINE). DONOT CUT BUILDING PAPER HORIZONTALLY SO THEPAPER WILL LAP OVER THE JAMB STRIPS. INSTALLSUCCESSIVE LINES OF BUILDING PAPER (B. C. D.ETC) OVER JAMB AND HEAD FLANGES, LAPPINGEACH COURSE.CBA2" MIN. OVERLAP 1x4 CLEAT TYP. 45° CUT ON BOTTOM-FRONT CORNERS3'-6"7'-0"2'-5" 1x16 DOUBLE CLEAT ATTRANSITION 1x4 CLEAT TYP.(NAILED TO STUD,EVERY 32", MIN.)6'-0"TYP.2'-0"NOTE:ALL SHELVES TO BE CUT OFF FLOORAND CUT 45° ON FRONT CORNER. 16"DEPTH1'-4"1'-4"1'-4"2'-0"RE: PLAN16" DEPTHTO HAVE 1x2 CLEATNOTE:SUPPORT ALL INTERIOR CORNERS AT WALK-IN LINEN/ PANTRY WITH 1x2 CLEAT VERTICALLY AT CORNER.NOTES: 1x4 CLEATTYP.1.)1x4 CLEAT ONLY ALONG REAR WALL & SIDESAT ROD/SHELF2.)CLEAT SUPPORT FOR SHELF BRACKET TO BE 9" FROMBOTTOM OF REAR WALL CLEAT3.)DOUBLE CLEAT AT ENDS OF ALL INTERIOR SHELVING DOUBLE CLEATAT TRANSITION 1x16 45° CUT ON BOTTOM-FRONT CORNERS6'-0"3'-6"7'-0" 16"DEPTH 16"DEPTHR302.6 DWELLING - GARAGE FIRE SEPARATIONTHE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLER702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULARTO THE ADJACENT DWELLING UNIT WALL.SEPARATIONDWELLING - GARAGE SEPARATIONMATERIALFROM RESIDENCE AND ATTICSNOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THEGARAGE SIDEFOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MMFROM HABITABLE ROOMS ABOVE GARAGESTRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATIONREQUIRED BY THIS SECTIONGARAGES LOCATED LESS THAN 3 FEET FROM DWELLING UNIT ON THE SAME LOTNOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENTNOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENTNOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TOTHE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREAIN ACCORDANCE WITH THE 2018IRC R302.1 EXTERIOR WALLS.CONSTRUCTION, PROJECTIONS, OPENINGSAND PENETRATIONS OF EXTERIOR WALLS OFDWELLINGS AND ACCESSORY BUILDINGS SHALLCOMPLY WITH TABLE R302.1(1); OR DWELLINGSEQUIPPED THROUGHOUT WITH AN AUTOMATICSPRINKLER SYSTEM INSTALLED IN ACCORDANCEWITH SECTION P2904 SHALL COMPLY WITHTABLE R302.1(2)EXCEPTIONS1. WALLS, PROJECTIONS, OPENINGS OR PENETRATIONS IN WALLSPERPENDICULARTO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE.2. WALLS OF DWELLINGS AND ACCESSORY STRUCTURES LOCATED ON THESAME LOT.3. DETACHED TOOL SHEDS AND STORAGE SHEDS, PLAYHOUSESAND SIMILAR STRUCTURES EXEMPTED FROM PERMITS ARE NOT REQUIRED TOPROVIDE WALL PROTECTION BASED ON LOCATION ON THE LOT. PROJECTIONSBEYOND THE EXTERIOR WALL SHALL NOT EXTEND OVER THE LOT LINE.4. DETACHED GARAGES ACCESORY TO A DWELLING LOCATED WITHIN 2 FEET(610 MM) OF A LOT LINE ARE PERMITTED TO HAVE ROOF EAVE PROJECTION NOTEXCEEDING 4 INCHES (102 MM).5. FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH THIS CODE AREPERMITTED.EXTERIOR WALL ELEMENTWALLSPROJECTIONSOPENINGS IN WALLSPENETRATIONSFIRE-RESISTANCE RATEDNOT FIRE-RESISTANCE RATEDALL1 HOUR -TESTED IN ACCORDANCE WITH ASTM E119, UL 263 OR SECTION 703.3 OF THE I.R.C. WITH EXPOSURE FROM BOTH SIDESCOMPLY WITH SECTION R302.40 HOURSEXTERIOR WALLSMINIMUM FIRE-RESISTANCE RATINGMINIMUM FIRESEPARATION DISTANCE> 5 FEET> 5 FEETFIRE-RESISTANCE RATEDNOT FIRE-RESISTANCE RATED1 HOUR ON THE UNDERSIDE0 HOURS> 2 FEET TO < 5 FEET0 FEETNOT ALLOWED25% MAXIMUMUM WALL AREAUNLIMITED0 HOURS0 HOURSN/A< 3 FEET3 FEET5 FEETNONE REQUIRED< 3 FEET3 FEETFOR SI: 1 FOOT = 304.8 MMN/A = NOT APPLICABLENOTE:CONTRACTOR SHALL ENSURE COMPLIANCE WITH LOCAL JURISDICTION REQUIREMENTS AND ADOPTED CODES, REGULATIONS, ANDSTANDARDS. THE ABOVE REFERENCE TABLES ARE FROM 2018 IRC - CONTRACTOR TO VERIFY REQUIREMENTS OF DIFFERENT CODE VERSIONSAS APPLICABLE.NOT ALLOWEDN/A< 2 FEETThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:22 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA90.0221902458R15012 - A, B, C 1 1/2" = 1'-0"3STUCCO EAVE AT GABLE END TRI-VENT 1 1/2" = 1'-0"4STUCCO EAVE AT GABLE END TRI-VENT 1 1/2" = 1'-0"7STUCCO EAVE AT GABLE END TRI-VENT 1 1/2" = 1'-0"8STUCCO EAVE AT FRAMING GABLE RECTANGULAR VENT 1 1/2" = 1'-0"11STUCCO EAVE AT FRAMING GABLE RECTANGULAR VENT 1/2" = 1'-0"1WINDOW FLASHING SEQUENCE 1/2" = 1'-0"6TYPICAL ROD & SHELF DETAIL 1/2" = 1'-0"2TYPICAL LINEN/ PANTRY 1/2" = 1'-0"10TYPICAL ROD & SHELF DETAIL 12" = 1'-0"5TABLE R302.6 (2018 IRC) 12" = 1'-0"9TABLE R302.1(1) (2018 IRC)
SECTION A-AVERT./PLATEN.T.S.FOR PARAPET CAPTREATMENT SEE DTL.36/AD1 OR EXTERIOR ELEV.- WHERE REQ'D.2x4 FRAMING AT 16" O.C.,U.N.O.; LAP W/ 2x JOIST ANDFACE NAIL (6) 10d - SEE DETAIL34/AD1 FOR GUARDRAIL POSTBETWEEN OPENINGSBEAM - SEE FRM'G. PLAN12" SQ. FRAMED COLUMNWRAP STUCCO SYSTEM ASSHOWNCONT. STRIP VENT, HOLD 12"BACK FROM BEAMFINISH GRADERETURN SOFFIT TO HOUSE,WIDTH AND HEIGHT TO MATCHSOFFIT AT BEAM, BOTTOM TOBE LEVEL; IF SIDE SOFFITCONFLICTS W/ DOOR ORWINDOW, SIDE SOFFIT TO BERAISED 3" ABOVE DOOR TRIMOR WINDOW FRAME; HEIGHTSOF BOTH SIDE SOFFITS,WHERE OCCURS, TO MATCH2x JOIST - SEE FRAMING PLANRETURN PARAPET TO HOUSE,WHERE PARAPET MEETS TILEROOF, SEE DETAIL 13/AD1; W/OPT. DECK, T.O. PARAPET TOBE +2'-0" MIN. ABOVE HIGHESTPOINT OF DECKING AT HOUSEATTACH GUARDRAIL TO1 1/2"x1/4"x4" PLATE (A36) W/1/8" FILLET WELD (ALL SIDES);ATTACH PLATE TO 2x STUDSW/ (2) 3/8"x5" LAG SCREWS (21/2" MIN. EMBEDMENT INTOSTUDS)3"x3"x1/4" (A36) PLATE W/ (4)3/8"x5" LAG SCREWS (2 1/2" MIN.EMBEDMENT INTO WOODGUARDRAIL)HANGER, SEE FRM'G. PLANFOUNDATION - SEESTRUCTURAL PLANS(4) 10d AT GUARDRAILSTUDTO (2) 2x STUDSLINE UP (2) FULL-HEIGHT 2xSTUDS AT HOUSE WALL W/GUARDRAIL WALL(4) 10d AT GUARDRAIL PLIESNEXT TO STUDS(4) 10d AT GUARDRAIL TOMIN.(2) 2x4 GUARDRAIL WALLSTUDS BELOWAT DECK ONLY - PAINTEDPRE-FAB 1 1/2" SQ. x 1/8" A500W.I.GUARDRAIL W/1 1/2" SQ. x 1/8" A500 VERT.SUPPORTS AT 10'-0" O.C. MAX.AND AT CORNER; 1/8" FILLETWELD VERTICALS TOGUARDRAILAND PLATE (ALL SIDES), TOPOFRAIL TO BE +36" MIN. ABOVEADJACENT FINISHED DECKSURFACEAA12" (MAX.) LAG SCREW (TYP.)1/2" MIN. TO OF1'-0"MIN; U.N.O.2'-0"(TYP.)3"CLEAVEWALLPARALLEL TOROOF TO WALLPATIO TO WALL2xBLOCKING3" CANT STRIP3"x5" FLASHINGG.I. DRIP EDGE FLASHING PERSPECS.G.I. BIRD STOP / RISERMETAL CLOSURE PERSPECS.FOAM POPOUT WHEREOCCURS2x6 BLKG. AT OVERHANG ANDEAVE2x BLOCKINGCONT. 2"x1 1/2"x2" Z-BARCOUNTER FLASHING4"x6"x1/2" PAN FLASHING ATTILE ROOF4"x1/2"x2" HEADWALLFLASHING, LAP UNDER "Z"BAR & OVER ROOF TILE2x4 WOOD NAILER "FLAT" 2x6WOOD NAILER "MISSION"AT OVERHANG HOLD FASCIA 1"FROM WALL & INSTALL FOAMTIGHT TO SHEATHINGCONT. 2"x1 1/2"x2" Z-BARCOUNTER FLASHING - FASTEN AT3" O.C. ROUND CAPFASTENERS AT 8"O.C. ROUNDCAP, SEAL AT TOP W/ FABRICAND MASTIC(2) LAYERS 1/2" PLYWOODBACKING (TO +6")MODIFIED ASPHALT POLYESTERREINF. FLASHING MEMBRANE,EXTENDS 6" MIN. ONTO FIELD OFROOFBUILT-UP ROOF SYSTEM - EXT. UPVERTICAL FACE 6" MIN. OVERALLWHERE FASCIA BUTTS INTO WALLBEYOND, HOLD BACK 1" AND NOTCHSHEATHING; INSTALL FOAM TIGHT TOSHEATHING8" AT TILE3" AT SHINGLES8" AT TILE3" AT SHINGLES 6" MISSION TILE3 1/2" FLAT TILE2 1/2"x3" G.I. DRIP, WRAPENDS OF 2x2 BLKG.2x BLOCKING(2) 2x6 HEADER ACROSSTOP OF OPENINGSBUILT-UP ROOF AT PATIO;POLYCOAT ELASTOMERIC WALKDECK OR EQUAL AT DECKSTUCCO TO TERMINATE INTO "J"MOLD ACROSS TOP OF OPENINGSROOF OR FLOOR SHEATHINGPER SPECS, CARRY 1 1/2"PAST 2x4 FRAMINGEQUALLY SPACED SUPPORTS,MAX. OPENING WIDTH NOT TOEXCEED 7'-0"2x2 BLOCKING, TIGHT TOSHEATHING, NO GAPS; RUN ENTIRELENGTH OF OPENING, NAIL AT 12"O.C. TO 2x BLKG.NAILING PER SPECS5"x3" G.I. FLASHING AT EACHSUPPORT, WRAP ALL SIDESMAX.4"A5/8" TYPE "X" GYP. BD. ON ALLSIDES NOT ADJACENT TOWALLS2x4 FRAME5/8" TYPE "X" GYP. BD. OVER (2)LAYERS 1/2" O.S.B. OR (1) LAYER3/4" PLYWOOD OR 2x'S LAID FLAT,SIDE BY SIDE5/8" TYPE "X" GYP. BD. ON ALLSIDES NOT ADJACENT TOWALLS2x4 FRAMEFLOOR LINE2x4 PRESSURE TREATED SILLPLATE24 GAUGE x 1 1/2" DEEPDRAIN PANSECTION APLAN(2'-4" X 2'-4" MIN)PER PLANU.N.O.1'-6"3"x5" FLASHINGCONT. "J" MOLDINGROOF FRAMING - SEEFRAMING PLAN1" FOAM CAP OVER 15LB. BLDG. PAPERSTUCCO SYSTEMBUILT-UP ROOFING -LAPOVER & UP FLASHINGWRAP TOP AND MIN. 3" EA.SIDE W/ THERMO-PLASTICWATERPROOFINGMEMBRANE OR EQUALROOF SHEATHING ANDNAILING PER FRAMINGPLAN AND SPEC'S.8"PLANSECTION ASECTION BPREFAB. TRUSSES AT 24"O.C.ABCORNER BEAD 5/8" TYPE 'X' GYP. BD., TYP.2 1/4" CASINGBOTTOM CHORD OF TRUSSBEYOND2x BLOCKING BETWEEN TRUSSES, SEEFLOOR AND FRAMING PLAN FORLOCATION(MIN. 22"x30"ROUGH FRAMEOPENING) (2) LAYERS 1/2" O.S.B. OR(1) LAYER 3/4" O.S.B OR (1) LAYER 3/4" PLYWD.W/ 5/8" TYPE "X" GYP. BD.,SCREWED & GLUED, TEXT.TO MATCH CEILINGTWO SIDES3/4" MIN.,TYP.CORNER BEAD 5/8" TYPE 'X' GYP. BD., TYP.2 1/4" CASINGBOTTOM CHORD OFTRUSS BEYONDTYPICAL DECKTYPICAL PATIO(7'-0" MAX.)OPENOPEN(2) 2x4 CONT. PLATE NAILED TO EACHVERTICAL SUPPORT W/ (2) 10d(2) LAYERS 1/2"PLYWD., 6" TALL3" CANT STRIP ATSIDES ONLYCONT. 2"x1 1/2"x2"Z-BAR COUNTERFLASHING2x BLK'GBUILT-UP ROOF AT PATIO, LAP O/ AND UP CANT STRIP ANDUNDER COUNTER-FLASHING; POLYCOAT ELASTOMERIC WALKDECK OR EQUAL, AT DECK, LAP O/ AND UP G.I. FLASHING2x BLK'G5"x3" G.I. FLASHINGSTUCCO TO TERMINATEINTO "J" MOLD(2) 2x6 HDR.O/OPENINGSSTUCCO SYSTEM, SLOPESTUCCO TO DRAIN, OVER/ 1"FOAM CAP W/ THERMO-PLASTICWATERPROOFINGMEMBRANE OR EQ.WRAP MIN. 3", O/ 15# FELTROOFING PAPER, TYP.LAP PLATES TOGETHERW/ (4) 10d AT CORNERSW/ MIN. (2) 2x4 CORNERPOST2x4 CRIPPLE -NAIL (4) 10dAT CRIPPLE /GUARDRAILPOST(2) 2x4 SPF #2 MIN. GUARDRAIL POST - NAILED TOGETHER W/ 10dAT 12" O.C.; LAP GUARDRAIL POST W/ 2x JOIST AND FACE NAIL W/(12) 10d EACH SIDE (6 AT TOP & 6 AT BOTTOM OF 2X JOIST)NOTCH SHT'G6"4"4"OPENINGS, TYP.EQUALBTWN. GURADRAIL POST10'-0" MAX.CAP STYLE ACAP STYLE BCAP STYLE C+2"+0"+0"+2"+1"SHADING INDICATES ACCENT COLOR AND SPECIAL STUCCO FINISH, U.N.O. ON ELEV'S.1"x4" FOAMPOPOUT2"x6" FOAMPOPOUT2"x6" FOAMPOPOUTPRE-FORMEDFOAMPOPOUT #521The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:11:23 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5012\Version 2\2.0\Construction Documents\5012_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020CJA/JCRORO VALLEY, AZA90.0321902458R15012 - A, B, C 1" = 1'-0"1PARAPET 1 1/2" = 1'-0"2TYPICAL FLASHING DETAIL 1 1/2" = 1'-0"3OPENING AT PARAPET 1 1/2" = 1'-0"4WATER HEATER PLATFORM 1 1/2" = 1'-0"5PARAPET AT ROOF 1 1/2" = 1'-0"6GARAGE ATTIC ACCESS 1 1/2" = 1'-0"7PARAPET AT SIDES / GUARDIAL POST 1 1/2" = 1'-0"8PARAPET CAP DETAILS
DRAWNCHECKEDDATESCALEFILE NO.SHEETREVISIONSBYCHAS ROBERTSAIR CONDITIONINGCOMPANY
9828 N 19TH AVENUE
PHOENIX, ARIZONA 85021
(602) 943-7291
CHAS ROBERTS AIR CONDITIONING INC
2006CSQ.FT.14 SEER EQUIPMENT SELECTIONMANUAL J CALCULATIONSWDMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGLAUNDRY9'-0" CLGWRFBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGDINING9'-0" CLGFOYER9'-0" CLGGAS/ELECTRICVENTILATION AIR FLOWCONTINUOUS RATEMASTER BATH9'-0" CLGMASTERBEDROOM9'-0" CLGWIC9'-0" CLGBATH 29'-0" CLG
DRAWNCHECKEDDATESCALEFILE NO.SHEETREVISIONSBYCHAS ROBERTSAIR CONDITIONINGCOMPANY
9828 N 19TH AVENUE
PHOENIX, ARIZONA 85021
(602) 943-7291
CHAS ROBERTS AIR CONDITIONING INC
2006CSQ.FT.GRILL LEGENDWITH VENTILATED ATTICIECC R403.5.1MECHANICAL VENTILATIONSYSTEM FAN EFFICACYREQUIREMENTS FOR ATTIC F.A.U.VENTILATION DETAIL broan exhaust fan schedule(ESV3 AND 2018 IRC COMPLIANT)LEGENDVENT LEGEND∅∅∅∅∅∅∅∅∅½MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTSM1505.4.3(1) CONTINUOUS WHOLE-HOUSE
MASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGSOIL-WASTE-VENT SCHEMATIC
P-1.1
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVDR HORTON5012MILLER RANCHPLUMBING SPECIFICATIONS(ORO VALLEY)
PLUMBING SHALL BE IN ACCORDANCE WITH THE IRC, IPC AND ALL APPLICABLE CITY ORDINANCES.
- THE PLUMBING ISOMETRIC IS FOR PIPE SIZE AND CLEAN OUT LOCATION ONLY. SIZE PIPE ACCORDING TO IRC and/or
IPC
- PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROL VALVES FOR ALL SHOWER AND
TUB-SHOWER COMBINATIONS PER 2018 IRC P2713.3.
-DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE
NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY
A BACKWATER VALVE (IRC AMENDED SECTION P3008.1)
- SOLDERS AND FLUX HAVING A LEAD CONTENT IN EXCESS OF TWO TENTHS OF ONE PERCENT SHALL NOT BE USED IN
THE INSTALLATION OR REPAIR OF ANY PLUMBING PROVIDING WATER FOR HUMAN CONSUMPTION WHICH ARE
CONNECTED TO PUBLIC WATER SYSTEMS.
- NO WATER, SOIL OR WASTE PIPE SHALL BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR IN AN EXTERIOR
WALL, UNLESS WHERE NECESSARY, ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPE FROM FREEZING.
- PIPING SUBJECT TO UNDUE CORROSION, EROSION OR MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED
MANNER.
- THE WATER SUPPLY FOR THE DISHWASHER IS TO BE PROTECTED BY AN AIR GAP THAT COMPLIES WITH ASME A112.1.2
OR BY AN INTEGRAL BACKFLOW PREVENTER. (IRC P2717, P2902.3.1 7 & IPC 802.1.6)
- HOSE BIBS AND IRRIGATION SYSTEM SHALL INCLUDE AN APPROVED VACUUM BREAKER (BACK FLOW PREVENTION
DEVICE) (IRC P2902.4.3 & P2902.5.3)
- 12" MINIMUM DEPTH FOR METALLIC UNDERGROUND PIPING, 18" MINIMUM FOR NON-METALLIC PIPING SYSTEMS
(REVISED G2415.12 (404.12))
- THE ADJOINING WALLS AND FLOOR FRAMING ENCLOSING ON-SITE BUILT-UP SHOWER RECEPTORS SHALL BE LINED
WITH UTILIZING APPROVED MATERIALS AND METHODS AS IDENTIFIED ON THE PLANS. THE LINING MATERIAL SHALL
EXTEND NOT LESS THAN 2 INCHES BEYOND OR AROUND THE ROUGH JAMBS AND NOT LESS THAN 2 INCHES ABOVE
FINISHED THRESHOLDS. SHEET APPLIED LOAD BEARING, BONDED WATERPROOF MEMBRANES SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2" WATER TEST FOR INSPECTIONS. (IRC P2503.6 & P2709)
- WASTE AND VENT PIPE: PLASTIC PVC OR ABS SCHEDULE 40, AND INSTALLED PER IRC SECTION 2906
- WATER DISTRIBUTION PIPE: PEX IRC SECTION, AND INSTALLED PER IRC SECTION 2906
WASTE PIPING:
- ALL WASTE PIPING WHICH PENETRATES WALL WITH 1 HOUR FIRE-RESTRICTIVE MATERIALS SHALL BE
NON-COMBUSTIBLE PIPING MATERIAL APPROVED BE THE IRC and/or IPC, STATE AND LOCAL CODES.
- RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL AS PER IAPMO, FILE NO. 966.
AIR ADMITTANCE VALVES (AAV) PER ASSE 1051 AS PER P3114.1 TO BE 4 INCHES ABOVE DRAIN IN CABINET.
WATER HEATER:
- WATER HEATER HAVING NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR SUPPORT.
- WATER HEATER TO BE PROVIDED WITH TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OF
GALVANIZED STEEL OR HARD-DRAWN COPPER TO OUTSIDE OF BUILDING WITH END OF PIPE NOT MORE THAN 6
INCHES ABOVE THE GRADE, POINTING DOWNWARD, THE TERMINAL END BEING UNTHREADED.
NOTE:
- WATER HAMMER ARRESTOR TO BE INSTALLED IN ACCORDANCE WITH ASSE 1010-2004 ON WATER LINE SERVING
APPLIANCES EQUIPPED WITH QUICK-CLOSING VALVES, TO INCLUDE BUT NOT LIMITED TO CLOTHES WASHERS,
DISHWASHERS AND REFRIGERATORS.
DRAINAGE FIXTURE UNITS (d.f.u)
MASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGHALLWC9'-0" CLGWC9'-0" CLGP-1.2
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVDR HORTON5012MILLER RANCH
MASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGHWHWHWHWHWHWHWHWHWHW HW HW HW
HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW
HWHWHWHW
HW
HW HWHW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW
1"
1"
1"
1"
1"
1"
1"1"
1"1"
1"1"
3/4"3/4"
3/4"3/4"
1"1"1"1"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
3/4"
3/4"3/4"
3/4"
3/4"
3/4"HWHWHWHW3/4"3/4"HWHWHWHW1/2"1/2"MASTER BATH9'-0" CLGHALLHW HW HW HW HW HW HW HW HW
HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWH
W
H
W
H
W
H
W
H
W
1"1"
1/2"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
3/4"
3/4"3/4"WIC9'-0" CLGWC9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGHALL9'-0" CLGHW HW HW HW HW HW HW HW HW
HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWH
W
H
W
H
W
H
W
H
W
1"1"
1/2"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
3/4"
3/4"3/4"WC9'-0" CLGWC9'-0" CLGHW
HW
HW
HW
HW
1/2"1/2"
WATER DISTRIBUTION
P-1.3
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVWATER SUPPLY CALCULATIONS
DR HORTON5012MILLER RANCHPLUMBING SPECIFICATIONS(ORO VALLEY)
PLUMBING SHALL BE IN ACCORDANCE WITH THE IRC, IPC AND ALL APPLICABLE CITY ORDINANCES.
- THE PLUMBING ISOMETRIC IS FOR PIPE SIZE AND CLEAN OUT LOCATION ONLY. SIZE PIPE ACCORDING TO IRC and/or
IPC
- PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROL VALVES FOR ALL SHOWER AND
TUB-SHOWER COMBINATIONS PER 2018 IRC P2713.3.
-DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE
NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY
A BACKWATER VALVE (IRC AMENDED SECTION P3008.1)
- SOLDERS AND FLUX HAVING A LEAD CONTENT IN EXCESS OF TWO TENTHS OF ONE PERCENT SHALL NOT BE USED IN
THE INSTALLATION OR REPAIR OF ANY PLUMBING PROVIDING WATER FOR HUMAN CONSUMPTION WHICH ARE
CONNECTED TO PUBLIC WATER SYSTEMS.
- NO WATER, SOIL OR WASTE PIPE SHALL BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR IN AN EXTERIOR
WALL, UNLESS WHERE NECESSARY, ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPE FROM FREEZING.
- PIPING SUBJECT TO UNDUE CORROSION, EROSION OR MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED
MANNER.
- THE WATER SUPPLY FOR THE DISHWASHER IS TO BE PROTECTED BY AN AIR GAP THAT COMPLIES WITH ASME A112.1.2
OR BY AN INTEGRAL BACKFLOW PREVENTER. (IRC P2717, P2902.3.1 7 & IPC 802.1.6)
- HOSE BIBS AND IRRIGATION SYSTEM SHALL INCLUDE AN APPROVED VACUUM BREAKER (BACK FLOW PREVENTION
DEVICE) (IRC P2902.4.3 & P2902.5.3)
- 12" MINIMUM DEPTH FOR METALLIC UNDERGROUND PIPING, 18" MINIMUM FOR NON-METALLIC PIPING SYSTEMS
(REVISED G2415.12 (404.12))
- THE ADJOINING WALLS AND FLOOR FRAMING ENCLOSING ON-SITE BUILT-UP SHOWER RECEPTORS SHALL BE LINED
WITH UTILIZING APPROVED MATERIALS AND METHODS AS IDENTIFIED ON THE PLANS. THE LINING MATERIAL SHALL
EXTEND NOT LESS THAN 2 INCHES BEYOND OR AROUND THE ROUGH JAMBS AND NOT LESS THAN 2 INCHES ABOVE
FINISHED THRESHOLDS. SHEET APPLIED LOAD BEARING, BONDED WATERPROOF MEMBRANES SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2" WATER TEST FOR INSPECTIONS. (IRC P2503.6 & P2709)
- WASTE AND VENT PIPE: PLASTIC PVC OR ABS SCHEDULE 40, AND INSTALLED PER IRC SECTION 2906
- WATER DISTRIBUTION PIPE: PEX IRC SECTION, AND INSTALLED PER IRC SECTION 2906
WASTE PIPING:
- ALL WASTE PIPING WHICH PENETRATES WALL WITH 1 HOUR FIRE-RESTRICTIVE MATERIALS SHALL BE
NON-COMBUSTIBLE PIPING MATERIAL APPROVED BE THE IRC and/or IPC, STATE AND LOCAL CODES.
- RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL AS PER IAPMO, FILE NO. 966.
AIR ADMITTANCE VALVES (AAV) PER ASSE 1051 AS PER P3114.1 TO BE 4 INCHES ABOVE DRAIN IN CABINET.
WATER HEATER:
- WATER HEATER HAVING NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR SUPPORT.
- WATER HEATER TO BE PROVIDED WITH TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OF
GALVANIZED STEEL OR HARD-DRAWN COPPER TO OUTSIDE OF BUILDING WITH END OF PIPE NOT MORE THAN 6
INCHES ABOVE THE GRADE, POINTING DOWNWARD, THE TERMINAL END BEING UNTHREADED.
NOTE:
- WATER HAMMER ARRESTOR TO BE INSTALLED IN ACCORDANCE WITH ASSE 1010-2004 ON WATER LINE SERVING
APPLIANCES EQUIPPED WITH QUICK-CLOSING VALVES, TO INCLUDE BUT NOT LIMITED TO CLOTHES WASHERS,
DISHWASHERS AND REFRIGERATORS.
MASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLG9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGGAS DIAGRAM - GARAGE SIDE - STD
GAS DIAGRAM - GARAGE SIDE - MAX
GAS PIPING:
-ALL PIPE USED FOR THE INSTALLATION OF ANY GAS PIPING SHALL BE
STANDARD WEIGHT WROUGHT IRON OR STEEL (GALVANIZED OR BLACK)
OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER OF IRON
PIPE SIZE.
-ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE
OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN
75 PERCENT COPPER).
-GAS PIPE IS NOT ALLOWED UNDER ANY BUILDING OR SLAB. KITCHEN
ISLANDS PERMITTED BY EXCEPTION. ALL EXPOSED GAS PIPING SHALL
BE KEPT AT LEAST 6 INCHES ABOVE GRADE OF STRUCTURE.
-FIREPLACE GAS VALVES SHALL BE LOCATED OUTSIDE OF REQUIRED
HEARTH AREA, BUT NOT MORE THAN 72" FROM GAS OUTLET. IRC
G2420.1.3 AND G2420.5
P-2.1
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVGAS SCHEMATIC
TEE FITTING
NIPPLE
CAP
TO EQUIPMENT
GAS SUPPLY INLET
(4" MIN.)
SHUTOFF VALVE
SEDIMENT TRAP
SEDIMENT TRAP TO CONFORM TO IRC. WHERE A SEDIMENT TRAP IS
NOT INCORPORATED AS PART OF THE GAS UTILIZATION EQUIPMENT.
A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE
EQUIPMENT SHUT OFF VALVE AS CLOSE TO THE INLET OF THE
EQUIPMENT AS PRACTICAL. THE SEDIMENT TRAP SHALL BE EITHER A
TEE FITTING WITH A CAPPED NIPPLE IN THE BOTTOM OPENING OF
THE RUN OF THE TEE OR OTHER DEVICE APPROVED AS AN
EFFECTIVE SEDIMENT TRAP. ILLUMINATING APPLIANCES, RANGES,
CLOTHES DRYERS AND OUTDOOR GRILLS NEED NOT BE SO EQUIPED.
GAS DIAGRAM - HOUSE SIDE - STD
GAS DIAGRAM - HOUSE SIDE - MAX
DR HORTON5012MILLER RANCH
·
·
FOUNDATION PLAN
ELEVATION A MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S1.1
FOUNDATION
PLAN
ELEVATION A
’
–
EXTERIOR FOOTINGS INTERIOR FOOTINGS
FOUNDATION PLAN NOTES
PARTIAL FOUNDATION PLAN
ELEVATION B (C SIMILAR)
OPT. SUPER SHOWER
PARTIAL FOUNDATION PLAN
ALL ELEVATIONS
MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S1.2
FOUNDATION
PLAN
ELEVATION B, C
& OPTIONS
’
–
EXTERIOR FOOTINGS INTERIOR FOOTINGS
FOUNDATION PLAN NOTES
·
·
ROOF FRAMING / SHEAR WALL PLAN
ELEVATION A
OPTIONAL SUPER SHOWER
ROOF FRAMING/SHEAR WALL PLAN
ALL ELEVATIONS
MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S3.1
ROOF FRAMING /
SHEAR WALL
PLAN
ELEVATION A
& OPTIONS
”
ROOF FRAMING PLAN NOTES
SHEAR WALL SCHEDULE
PARTIAL ROOF FRAMING /
SHEAR WALL PLAN
ELEVATION B
PARTIAL ROOF FRAMING /
SHEAR WALL PLAN
ELEVATION C MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S3.2
ROOF FRAMING /
SHEAR WALL
PLAN
ELEVATION B & C
”
ROOF FRAMING PLAN NOTES
SHEAR WALL SCHEDULE
DRAWNCHECKEDDATESCALEFILE NO.SHEETREVISIONSBYCHAS ROBERTSAIR CONDITIONINGCOMPANY
9828 N 19TH AVENUE
PHOENIX, ARIZONA 85021
(602) 943-7291
CHAS ROBERTS AIR CONDITIONING INC
2006CSQ.FT.14 SEER EQUIPMENT SELECTIONMANUAL J CALCULATIONSWDMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGLAUNDRY9'-0" CLGWRFBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGDINING9'-0" CLGFOYER9'-0" CLGGAS/ELECTRICVENTILATION AIR FLOWCONTINUOUS RATEMASTER BATH9'-0" CLGMASTERBEDROOM9'-0" CLGWIC9'-0" CLGBATH 29'-0" CLG
DRAWNCHECKEDDATESCALEFILE NO.SHEETREVISIONSBYCHAS ROBERTSAIR CONDITIONINGCOMPANY
9828 N 19TH AVENUE
PHOENIX, ARIZONA 85021
(602) 943-7291
CHAS ROBERTS AIR CONDITIONING INC
2006CSQ.FT.GRILL LEGENDWITH VENTILATED ATTICIECC R403.5.1MECHANICAL VENTILATIONSYSTEM FAN EFFICACYREQUIREMENTS FOR ATTIC F.A.U.VENTILATION DETAIL broan exhaust fan schedule(ESV3 AND 2018 IRC COMPLIANT)LEGENDVENT LEGEND∅∅∅∅∅∅∅∅∅½MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTSM1505.4.3(1) CONTINUOUS WHOLE-HOUSE
MASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGSOIL-WASTE-VENT SCHEMATIC
P-1.1
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVDR HORTON5012MILLER RANCHPLUMBING SPECIFICATIONS(ORO VALLEY)
PLUMBING SHALL BE IN ACCORDANCE WITH THE IRC, IPC AND ALL APPLICABLE CITY ORDINANCES.
- THE PLUMBING ISOMETRIC IS FOR PIPE SIZE AND CLEAN OUT LOCATION ONLY. SIZE PIPE ACCORDING TO IRC and/or
IPC
- PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROL VALVES FOR ALL SHOWER AND
TUB-SHOWER COMBINATIONS PER 2018 IRC P2713.3.
-DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE
NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY
A BACKWATER VALVE (IRC AMENDED SECTION P3008.1)
- SOLDERS AND FLUX HAVING A LEAD CONTENT IN EXCESS OF TWO TENTHS OF ONE PERCENT SHALL NOT BE USED IN
THE INSTALLATION OR REPAIR OF ANY PLUMBING PROVIDING WATER FOR HUMAN CONSUMPTION WHICH ARE
CONNECTED TO PUBLIC WATER SYSTEMS.
- NO WATER, SOIL OR WASTE PIPE SHALL BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR IN AN EXTERIOR
WALL, UNLESS WHERE NECESSARY, ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPE FROM FREEZING.
- PIPING SUBJECT TO UNDUE CORROSION, EROSION OR MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED
MANNER.
- THE WATER SUPPLY FOR THE DISHWASHER IS TO BE PROTECTED BY AN AIR GAP THAT COMPLIES WITH ASME A112.1.2
OR BY AN INTEGRAL BACKFLOW PREVENTER. (IRC P2717, P2902.3.1 7 & IPC 802.1.6)
- HOSE BIBS AND IRRIGATION SYSTEM SHALL INCLUDE AN APPROVED VACUUM BREAKER (BACK FLOW PREVENTION
DEVICE) (IRC P2902.4.3 & P2902.5.3)
- 12" MINIMUM DEPTH FOR METALLIC UNDERGROUND PIPING, 18" MINIMUM FOR NON-METALLIC PIPING SYSTEMS
(REVISED G2415.12 (404.12))
- THE ADJOINING WALLS AND FLOOR FRAMING ENCLOSING ON-SITE BUILT-UP SHOWER RECEPTORS SHALL BE LINED
WITH UTILIZING APPROVED MATERIALS AND METHODS AS IDENTIFIED ON THE PLANS. THE LINING MATERIAL SHALL
EXTEND NOT LESS THAN 2 INCHES BEYOND OR AROUND THE ROUGH JAMBS AND NOT LESS THAN 2 INCHES ABOVE
FINISHED THRESHOLDS. SHEET APPLIED LOAD BEARING, BONDED WATERPROOF MEMBRANES SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2" WATER TEST FOR INSPECTIONS. (IRC P2503.6 & P2709)
- WASTE AND VENT PIPE: PLASTIC PVC OR ABS SCHEDULE 40, AND INSTALLED PER IRC SECTION 2906
- WATER DISTRIBUTION PIPE: PEX IRC SECTION, AND INSTALLED PER IRC SECTION 2906
WASTE PIPING:
- ALL WASTE PIPING WHICH PENETRATES WALL WITH 1 HOUR FIRE-RESTRICTIVE MATERIALS SHALL BE
NON-COMBUSTIBLE PIPING MATERIAL APPROVED BE THE IRC and/or IPC, STATE AND LOCAL CODES.
- RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL AS PER IAPMO, FILE NO. 966.
AIR ADMITTANCE VALVES (AAV) PER ASSE 1051 AS PER P3114.1 TO BE 4 INCHES ABOVE DRAIN IN CABINET.
WATER HEATER:
- WATER HEATER HAVING NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR SUPPORT.
- WATER HEATER TO BE PROVIDED WITH TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OF
GALVANIZED STEEL OR HARD-DRAWN COPPER TO OUTSIDE OF BUILDING WITH END OF PIPE NOT MORE THAN 6
INCHES ABOVE THE GRADE, POINTING DOWNWARD, THE TERMINAL END BEING UNTHREADED.
NOTE:
- WATER HAMMER ARRESTOR TO BE INSTALLED IN ACCORDANCE WITH ASSE 1010-2004 ON WATER LINE SERVING
APPLIANCES EQUIPPED WITH QUICK-CLOSING VALVES, TO INCLUDE BUT NOT LIMITED TO CLOTHES WASHERS,
DISHWASHERS AND REFRIGERATORS.
DRAINAGE FIXTURE UNITS (d.f.u)
MASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGHALLWC9'-0" CLGWC9'-0" CLGP-1.2
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVDR HORTON5012MILLER RANCH
MASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGHWHWHWHWHWHWHWHWHWHW HW HW HW
HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW
HWHWHWHW
HW
HW HWHW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW
1"
1"
1"
1"
1"
1"
1"1"
1"1"
1"1"
3/4"3/4"
3/4"3/4"
1"1"1"1"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
3/4"
3/4"3/4"
3/4"
3/4"
3/4"HWHWHWHW3/4"3/4"HWHWHWHW1/2"1/2"MASTER BATH9'-0" CLGHALLHW HW HW HW HW HW HW HW HW
HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWH
W
H
W
H
W
H
W
H
W
1"1"
1/2"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
3/4"
3/4"3/4"WIC9'-0" CLGWC9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGHALL9'-0" CLGHW HW HW HW HW HW HW HW HW
HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWH
W
H
W
H
W
H
W
H
W
1"1"
1/2"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"1/2"
1/2"1/2"
3/4"
3/4"3/4"WC9'-0" CLGWC9'-0" CLGHW
HW
HW
HW
HW
1/2"1/2"
WATER DISTRIBUTION
P-1.3
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVWATER SUPPLY CALCULATIONS
DR HORTON5012MILLER RANCHPLUMBING SPECIFICATIONS(ORO VALLEY)
PLUMBING SHALL BE IN ACCORDANCE WITH THE IRC, IPC AND ALL APPLICABLE CITY ORDINANCES.
- THE PLUMBING ISOMETRIC IS FOR PIPE SIZE AND CLEAN OUT LOCATION ONLY. SIZE PIPE ACCORDING TO IRC and/or
IPC
- PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROL VALVES FOR ALL SHOWER AND
TUB-SHOWER COMBINATIONS PER 2018 IRC P2713.3.
-DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE
NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY
A BACKWATER VALVE (IRC AMENDED SECTION P3008.1)
- SOLDERS AND FLUX HAVING A LEAD CONTENT IN EXCESS OF TWO TENTHS OF ONE PERCENT SHALL NOT BE USED IN
THE INSTALLATION OR REPAIR OF ANY PLUMBING PROVIDING WATER FOR HUMAN CONSUMPTION WHICH ARE
CONNECTED TO PUBLIC WATER SYSTEMS.
- NO WATER, SOIL OR WASTE PIPE SHALL BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR IN AN EXTERIOR
WALL, UNLESS WHERE NECESSARY, ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPE FROM FREEZING.
- PIPING SUBJECT TO UNDUE CORROSION, EROSION OR MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED
MANNER.
- THE WATER SUPPLY FOR THE DISHWASHER IS TO BE PROTECTED BY AN AIR GAP THAT COMPLIES WITH ASME A112.1.2
OR BY AN INTEGRAL BACKFLOW PREVENTER. (IRC P2717, P2902.3.1 7 & IPC 802.1.6)
- HOSE BIBS AND IRRIGATION SYSTEM SHALL INCLUDE AN APPROVED VACUUM BREAKER (BACK FLOW PREVENTION
DEVICE) (IRC P2902.4.3 & P2902.5.3)
- 12" MINIMUM DEPTH FOR METALLIC UNDERGROUND PIPING, 18" MINIMUM FOR NON-METALLIC PIPING SYSTEMS
(REVISED G2415.12 (404.12))
- THE ADJOINING WALLS AND FLOOR FRAMING ENCLOSING ON-SITE BUILT-UP SHOWER RECEPTORS SHALL BE LINED
WITH UTILIZING APPROVED MATERIALS AND METHODS AS IDENTIFIED ON THE PLANS. THE LINING MATERIAL SHALL
EXTEND NOT LESS THAN 2 INCHES BEYOND OR AROUND THE ROUGH JAMBS AND NOT LESS THAN 2 INCHES ABOVE
FINISHED THRESHOLDS. SHEET APPLIED LOAD BEARING, BONDED WATERPROOF MEMBRANES SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2" WATER TEST FOR INSPECTIONS. (IRC P2503.6 & P2709)
- WASTE AND VENT PIPE: PLASTIC PVC OR ABS SCHEDULE 40, AND INSTALLED PER IRC SECTION 2906
- WATER DISTRIBUTION PIPE: PEX IRC SECTION, AND INSTALLED PER IRC SECTION 2906
WASTE PIPING:
- ALL WASTE PIPING WHICH PENETRATES WALL WITH 1 HOUR FIRE-RESTRICTIVE MATERIALS SHALL BE
NON-COMBUSTIBLE PIPING MATERIAL APPROVED BE THE IRC and/or IPC, STATE AND LOCAL CODES.
- RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL AS PER IAPMO, FILE NO. 966.
AIR ADMITTANCE VALVES (AAV) PER ASSE 1051 AS PER P3114.1 TO BE 4 INCHES ABOVE DRAIN IN CABINET.
WATER HEATER:
- WATER HEATER HAVING NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR SUPPORT.
- WATER HEATER TO BE PROVIDED WITH TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OF
GALVANIZED STEEL OR HARD-DRAWN COPPER TO OUTSIDE OF BUILDING WITH END OF PIPE NOT MORE THAN 6
INCHES ABOVE THE GRADE, POINTING DOWNWARD, THE TERMINAL END BEING UNTHREADED.
NOTE:
- WATER HAMMER ARRESTOR TO BE INSTALLED IN ACCORDANCE WITH ASSE 1010-2004 ON WATER LINE SERVING
APPLIANCES EQUIPPED WITH QUICK-CLOSING VALVES, TO INCLUDE BUT NOT LIMITED TO CLOTHES WASHERS,
DISHWASHERS AND REFRIGERATORS.
MASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLG9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGMASTERBEDROOM9'-0" CLGMASTER BATH9'-0" CLGWIC9'-0" CLGWC9'-0" CLGLAUNDRY9'-0" CLGBEDROOM 29'-0" CLGBEDROOM 39'-0" CLGGARAGE9'-0" CLGBEDROOM 49'-0" CLGGREAT ROOM9'-0" CLGKITCHEN9'-0" CLGBATH 29'-0" CLGPANTRY9'-0" CLGCLOSET9'-0" CLGCLOSET9'-0" CLGDINING9'-0" CLGCOAT9'-0" CLGFOYER9'-0" CLGHALL9'-0" CLGPORCH10'-0" CLGCOV'D PATIO9'-0" CLGHALL9'-0" CLGCLOSET9'-0" CLGHALL9'-0" CLGGAS DIAGRAM - GARAGE SIDE - STD
GAS DIAGRAM - GARAGE SIDE - MAX
GAS PIPING:
-ALL PIPE USED FOR THE INSTALLATION OF ANY GAS PIPING SHALL BE
STANDARD WEIGHT WROUGHT IRON OR STEEL (GALVANIZED OR BLACK)
OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER OF IRON
PIPE SIZE.
-ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE
OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN
75 PERCENT COPPER).
-GAS PIPE IS NOT ALLOWED UNDER ANY BUILDING OR SLAB. KITCHEN
ISLANDS PERMITTED BY EXCEPTION. ALL EXPOSED GAS PIPING SHALL
BE KEPT AT LEAST 6 INCHES ABOVE GRADE OF STRUCTURE.
-FIREPLACE GAS VALVES SHALL BE LOCATED OUTSIDE OF REQUIRED
HEARTH AREA, BUT NOT MORE THAN 72" FROM GAS OUTLET. IRC
G2420.1.3 AND G2420.5
P-2.1
PAGE NUMBER
ISSUE DATE
01/20/20
COMMENTSDATEREVGAS SCHEMATIC
TEE FITTING
NIPPLE
CAP
TO EQUIPMENT
GAS SUPPLY INLET
(4" MIN.)
SHUTOFF VALVE
SEDIMENT TRAP
SEDIMENT TRAP TO CONFORM TO IRC. WHERE A SEDIMENT TRAP IS
NOT INCORPORATED AS PART OF THE GAS UTILIZATION EQUIPMENT.
A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE
EQUIPMENT SHUT OFF VALVE AS CLOSE TO THE INLET OF THE
EQUIPMENT AS PRACTICAL. THE SEDIMENT TRAP SHALL BE EITHER A
TEE FITTING WITH A CAPPED NIPPLE IN THE BOTTOM OPENING OF
THE RUN OF THE TEE OR OTHER DEVICE APPROVED AS AN
EFFECTIVE SEDIMENT TRAP. ILLUMINATING APPLIANCES, RANGES,
CLOTHES DRYERS AND OUTDOOR GRILLS NEED NOT BE SO EQUIPED.
GAS DIAGRAM - HOUSE SIDE - STD
GAS DIAGRAM - HOUSE SIDE - MAX
DR HORTON5012MILLER RANCH
·
·
FOUNDATION PLAN
ELEVATION A MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S1.1
FOUNDATION
PLAN
ELEVATION A
’
–
EXTERIOR FOOTINGS INTERIOR FOOTINGS
FOUNDATION PLAN NOTES
PARTIAL FOUNDATION PLAN
ELEVATION B (C SIMILAR)
OPT. SUPER SHOWER
PARTIAL FOUNDATION PLAN
ALL ELEVATIONS
MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S1.2
FOUNDATION
PLAN
ELEVATION B, C
& OPTIONS
’
–
EXTERIOR FOOTINGS INTERIOR FOOTINGS
FOUNDATION PLAN NOTES
·
·
ROOF FRAMING / SHEAR WALL PLAN
ELEVATION A
OPTIONAL SUPER SHOWER
ROOF FRAMING/SHEAR WALL PLAN
ALL ELEVATIONS
MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S3.1
ROOF FRAMING /
SHEAR WALL
PLAN
ELEVATION A
& OPTIONS
”
ROOF FRAMING PLAN NOTES
SHEAR WALL SCHEDULE
PARTIAL ROOF FRAMING /
SHEAR WALL PLAN
ELEVATION B
PARTIAL ROOF FRAMING /
SHEAR WALL PLAN
ELEVATION C MILLER RANCHPima County, ArizonaPLAN 5012D.R. HORTONMOORADIAN& ASSOCIATES4578 N. First Avenue, Suite 140 Tucson, AZ 85718T: (520) 408-8117 F: (520) 408-8028S3.2
ROOF FRAMING /
SHEAR WALL
PLAN
ELEVATION B & C
”
ROOF FRAMING PLAN NOTES
SHEAR WALL SCHEDULE
Plan 5022 - Elevations A, B, & CMiller Ranch - Oro Valley - 2,237 SQ. FT.ELEVATION AELEVATION BELEVATION C
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Perspective
Window Detail
Plan 5022 A
Stucco SystemConcrete Roof Tile
Stucco PopoutDetail TypicalOn All SidesStucco PopoutDetail TypicalOn All Sides
Garage Door -See Matrix for Actual Garage Door StyleDual Pane Low-EWindows
Accent Paint w/Special Stucco Finish
5 12TYP
0’-0”
9’-1 1/8”
20’-1”
Stucco PopoutDetail TypicalOn All Sides11’-1 1/8”
Decorative Gable Pipe Detail
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Perspective
Plan 5022 B
Window Detail
11’-1 1/8 ”
Stucco SystemConcrete Roof Tile
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Garage Door -See Matrix for Actual Garage Door StyleDual Pane Low-EWindows
5 12TYP
0’-0”
20’-1”
9’-1 1/8”
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Perspective
Plan 5022 C
Window Detail
Stucco System
Concrete Roof Tile
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Stucco PopoutDetail TypicalOn All Sides
Garage Door -See Matrix for Actual Garage Door StyleDual Pane Low-EWindows Optional Ledgestone Shown
5 12TYP
0’-0”
9’-1 1/8”
20’-1”
13’- 1 1/8”
Accent Paint w/Special Stucco Finish
Decorative Gable Pipe Detail
ADOPTED CODES(INCLUDING ALL APPLICABLE ADOPTED AMENDMENTS AND/OR ORDINANCES)2018 2018 I.B.C. I.R.C. I.F.C.2018TOWN OF ORO VALLEYMUNICIPALITYTOWN OF ORO VALLEYOUTDOOR LIGHTING CODE2018 I.M.C.2018 I.P.C.2018 N.E.C.2017ELEVATION AMASONRY CALCULATIONSSIDING: 0 SQ FTBRICK: 0 SQ FTSTONE: 0 SQ FTSTUCCO: 2,501 SQ FTTOTAL AREA: 2,501 SQ FTPERCENT MASONRY: 100%ELEVATION BMASONRY CALCULATIONSSIDING: 0 SQ FTBRICK: 0 SQ FTSTONE: 0 SQ FTSTUCCO: 2,490 SQ FTTOTAL AREA: 2,490 SQ FTPERCENT MASONRY: 100%ELEVATION CMASONRY CALCULATIONSSIDING: 0 SQ FTBRICK: 0 SQ FTSTONE: 0 SQ FTSTUCCO: 2,628 SQ FTTOTAL AREA: 2,628 SQ FTPERCENT MASONRY: 100%FIRST FLOOR LIVINGGARAGEPORCHCOV'DPATIOABCD62'-3"35'-1 1/2"2'-6"22'-4 1/2"2'-3"49'-11 1/2"11'-5"10'-4"8'-6 1/2"19'-8"14'-10"19'-2 1/2"15'-11"49'-11 1/2"PORCH ONB AND C57'-6 1/2"4'-2 1/2"6"62'-3"SH WINDOW0.340.23U-VALUESHGCENERGY CODE VALUESFXD WINDOW0.320.25XO WINDOW0.340.23FR. DR. OR SGD0.320.23SOLID DOOR0.39--THIS PROJECT WILL BE SAMPLEDINSPECTED/TESTED BY MASCO HOME SERVICES -ENVIROMENTS FOR LIVING (EFL) USING RESNETSAMPLING PROTOCOL - CHAPTER 6 ANDAPPROVED BY THE EPA - ENERGY STAR NEWHOMES PROGRAM. ALL ENERGY STARCHECKLISTS WILL BE REQUIRED BEFORE ANENERGY STAR COMPLIANT LABEL AND/ORCERTIFICATE IS PROVIDED.ENERGY STAR VERSION 3.0PROVIDE AT LEAST ONE EXTERIOR ACCESSIBLE ROUTE AND ENTRANCE. THE ROUTE MAY ORIGINATE FROM THE CARPORT,DRIVEWAY, PUBLIC STREET OR SIDEWALK. THE SLOPE OF THIS ROUTE SHALL NOT EXCEED ONE-FOOT VERTICAL RISE PERTWENTY FEET HORIZONTAL DISTANCE (1:20), UNLESS A RAMP PER IRC IS CONSTRUCTED.NOTE: INDICATE THE EXTERIOR ACCESSIBLE ROUTE AND ACCESSIBLE ENTRANCE ON SINGLE FAMILY RESIDENCE SITE PLAN(NOT A REQUIREMENT ON MODEL PLANS)ACCESSIBLE ENTRANCE: PROVIDE MINIMUM ONE NO-STEP LEVEL ENTRANCE THAT IS A MINIMUM 32" WIDE AND MEETS THEDOOR HARDWARE REQUIREMENTS PER THIS ORDINANCE. THE ACCESS FLOOR SHALL HAVE A MINIMUM 36" WIDE HALLWAYAND ACCESSIBLE DOORS TO ALL SPACES AND ELEMENTS TO BE MINIMUM 2'-8" DOORNOTE: EXIT DOORS ARE REQUIRED TO BE 36" MINIMUM AND THE GARAGE SHALL NOT BE USED AS AN EXIT. ALL DOORS,HALLWAY AND OPENING TO BE CLEARLY DIMENSIONED AND INDICATED ON FLOOR PLAN.-CHANGE IN FLOOR LEVELS AND THRESHOLDS AT THE ACCESSIBLE ENTRANCE AND ALONG ACCESSIBLE ROUTES MAY BE 1/2"MAXIMUM. THIS MUST BE BEVELED FROM 1/4" TO 1/2" MAXIMUM WITH A SLOPE NOT STEEPER THAN 1 INCH RISE IN 2 INCH RUN (1:2).-DOOR HARDWARE: HANDLES, PULL LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE ASHAPE THAT IS EASY TO GRASP WITH ONE HAND AND THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OFTHE WRIST TO OPERATE. LEVER HARDWARE SATISFIES THE REQUIREMENTS OF THIS PROVISION.-BATHROOM WALL REINFORCEMENT: IN ALL BATHROOM ON THE ACCESSIBLE ROUTE, REINFORCEMENT SHALL BE INSTALLED TOALLOW THE FUTURE INSTALLATION OF GRAB BARS ON WALLS ADJACENT TO THE TUB AND TOILET. IN ADDITION, REINFORCEMENTSHALL BE INSTALLED IN SHOWER COMPARTMENTS FOR FUTURE INSTALLATION OF GRAB BARS. THIS REINFORCEMENT SHALL BEINSTALLED FLUSH WITH THE STUDS AND AT THE FOLLOWING LOCATIONS:TOILET: 33"-36" ABOVE THE FLOOR ON ALL ADJACENT WALLS. HORIZONTAL LENGTH OF REINFORCEMENT SHALL BE SUFFICIENT TOALLOW A 42" GRAB BAR AND 24" REAR GRAB BAR.NOTE: NOTHING IN THE ORDINANCE REQUIRES THAT TOILET BE PLACED BY A SIDEWALL.TUB: HORIZONTAL LENGTH REINFORCEMENT SHALL BE SUFFICIENT TO ALLOW FOR;1. BACK WALL: TWO BACKING REINFORCEMENTS, ONE BACKING REINFORCEMENT HORIZONTAL POSITION 33" MIN. AND 36" MAX.ABOVE THE FLOOR, AND ONE BACKING REINFORCEMENT 9" ABOVE THE RIM OF THE BATHTUB. EACH BACKING REINFORCEMENTSHALL BE 24" LONG MIN. AND SHALL BE 24" MAX. FROM THE HEAD END WALL AND 12" MAX. FROM THE FOOT END WALL.2. FOOT END WALL: ONE BACKING REINFORCEMENT 24" LONG MIN. ON THE FOOT END WALL AT THE FRONT EDGE OF THE BATHTUB.3. HEAD END WALL: ONE BACKING REINFORCEMENT 12" LONG MIN. ON THE HEAD END WALL AT THE FRONT EDGE OF BATHTUB.4. SHOWER COMPARTMENTS SHALL HAVE BACKING ON A MIN. OF TWO WALLS NOT TO INCLUDE CONTROL VALVE WALL MOUNTEDAT 33"-36" ABOVE SHOWER FLOOR.ALL WALL REINFORCEMENT SHALL BE CAPABLE OF RESISTING SHEAR AND BENDING FORCES OF A MIN. OF 250 POUNDS.REINFORCEMENT IS NOT REQUIRED AT THE LOCATION OF VANITIES, LINEN CLOSETS, AND PRE-MOLDED SHOWER/TUBSURROUNDS, OR IN A ROOM CONTAINING ONLY A SINK AND A TOILET, PROVIDED THAT THE ROOM DOES NOT CONTAIN THE ONLYSINK OR TOILET ON THE ACCESSIBLE FLOOR OF THE HOME.ELECTRICAL:1. ALL LIGHT CONTROLS SHALL BE PLACED NO HIGHER THAN 48" ON CENTER, ABOVE THE FLOOR.2. WHERE PRACTICAL, ALL ELECTRICAL RECEPTACLES SHALL BE PLACED NO LOWER THAN 15" ON CENTER, ABOVE THE FLOOR.3. ALL THERMOSTATS SHALL BE PLACED NO HIGHER THAN 54" ON CENTER, ABOVE THE FLOOR.THE EXCEPTIONS TO THESE PROVISIONS ARE AS FOLLOWS:1. ELECTRICAL RECEPTACLES SERVING A DEDICATED USE.2. APPLIANCE MOUNTED CONTROLS OR SWITCHES.3. A SINGLE OUTLET WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: A) THE OUTLET IS ABOVE A LENGTH OF COUNTERTOPTHAT IS UNINTERRUPTED BY A SINK OR APPLIANCE AND B) AT LEAST ONE RECEPTACLE IS PROVIDED FOR THAT LENGTH OFCOUNTERTOP; AND C) ALL OTHER RECEPTACLES PROVIDED FOR THAT LENGTH OF COUNTERTOP SET NO HIGHER THAN 48"4. FLOOR ELECTRICAL RECEPTACLES.5. PLUMBING FIXTURE CONTROLS.6. HVAC DIFFUSERS7. CEILING FAN MOUNTED CONTROLS.The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:24:36 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5022\Version 2\2.0\Construction Documents\5022_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020JCRORO VALLEY, AZA00.0021902459R15022 - A, B, CGENERAL NOTES: ABBREVIATIONS:SHEET INDEX1.CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALLAPPLICABLE CODES, OTHER REGULATIONS ANDORDINANCES, AND ACCEPTED LOCAL PRACTICE, WHICHEVERIS MORE RESTRICTIVE, WHETHER OR NOT SPECIFICALLYCALLED OUT IN THESE DOCUMENTS.2.CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALLREQUIREMENTS OF THE LOCAL JURISDICTION, INCLUDING, BUTNOT LIMITED TO, PERMITS PRIOR TO COMMENCINGCONSTRUCTION, INSPECTIONS AT VARIOUS STAGES DURINGCONSTRUCTION, AND CERTIFICATE OF OCCUPANCY AFTERCOMPLETION.3.CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL,WATERTIGHT, AND SOUND WORKMANLIKE PROJECT,PROVIDING ANY ITEMS OR WORK NEEDED TO ACHIEVE THEABOVE, WHETHER OR NOT SPECIFICALLY CALLED OUT INTHESE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FORMEANS, METHODS, SEQUENCING, SAFETY PROCEDURES, ANDMATERIALS.4.THE CONTRACTOR AND ALL SUBCONTRACTORS/TRADES ARERESPONSIBLE FOR REVIEWING ENTIRE SET OF PLANS ANDSPECIFICATIONS, TO INCLUDE DIMENSIONS AND SECTIONS.LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL-SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND NOTIFYBUILDER OF ANY DISCREPANCIES OR VARIANCES PRIOR TOCONSTRUCTION. DO NOT SCALE DRAWINGS.5.ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER’S INSTALLATIONINSTRUCTIONS/RECOMMENDATIONS.6.ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION,UNLESS NOTED OTHERWISE. ARCHITECTURAL BUILDING ANDWALL SECTIONS ARE DIAGRAMMATIC. CONSULT ENGINEER FORACTUAL FRAMING CONFIGURATIONS, SIZES, SPACING, ANCHORS,SHEATHING TYPE AND THICKNESS, ETC. FOUNDATION DESIGNSHALL BE PER ENGINEER.7.CONTRACTOR SHALL ENSURE COMPLIANCE WITH BESTPRACTICES FOR RESIDENTIAL CONSTRUCTION AS DEFINED BYTHE CURRENT AND ADOPTED IRC AND NAHB BUILDINGSTANDARDS.REFREFERENCERMROOMRO ROUGH OPENINGSHSINGLE HUNGSLSIDE LITESTDSTANDARDT&B TOP AND BOTTOMTBD TO BE DETERMINEDTEMPTEMPEREDTRTRANSOMTVTELEVISIONTYPTYPICALVANVANITYVESTVESTIBULEVIF VERIFY IN FIELDW WIDTH OR WESTWB WOOD BURNINGWC WATER CLOSETWDWOODWIC WALK IN CLOSETWPWATER PROOFWRF WATER RESISTANT FLOORWSWAINSCOTTFEFINISHED ENDFEB FULL EYEBROWFLRFLOORFLUOR FLUORESCENTFNDFOUNDATIONFXFIXEDGDGARAGE DOORGLGLASSGYP GYPSUM/DRYWALLHBHOSE BIBHDRHEADERHDWHARDWAREHS HORIZONTAL SLIDERHTHEIGHTILOIN LIEU OFINTINTERIORLFLINEAR FEETLVRLOUVERMASMASONRYMAXMAXIMUMMINMINIMUMMTLMETALNCF NONCOMBUSTIBLE FLOORINGNFANET FREE AIRNTS NOT TO SCALEOCON CENTEROH OPPOSITE HANDOPQOPAQUEOPTOPTIONALPLPLATE HEIGHTPWDR POWDER ROOMRADRADIUS1R1S 1 ROD 1 SHELF1R2S 1 ROD 2 SHELVES2R2S 2 RODS 2 SHELVES5 SH5 SHELVES7 SH7 SHELVESA/C AIR CONDITIONINGABVABOVEADJADJUSTABLEAFF ABOVE FINISH FLOORAPPROXAPPROXIMATEBBASEBFBIFOLDBLKBLACKENEDBMBEAMBOBY OTHERSBPBYPASSCABCABINETCEB CURVED EYEBROWCLCENTERLINECLGCEILINGCLOCLOSETCLRCLEARCMTCASEMENTCMU CONCRETE MASONRY UNITCO CASED OPENINGCOV'DCOVEREDCPTCARPETCRITCRITICALDIADIAMETERDIMDIMENSIONDLDIVIDED LITEDVDIRECT VENTELECELECTRICALELEVELEVATIONEXTEXTERIOREXT'DEXTENDEDISSUED FOR CONSTRUCTION03-09-2020CONDITIONED SPACE (MARKETING) - ALOCATION AREAFIRST FLOOR LIVING2237 SFCONDITIONED SPACE (MARKETING) - BLOCATION AREAFIRST FLOOR LIVING2237 SFCONDITIONED SPACE (MARKETING) - CLOCATION AREAFIRST FLOOR LIVING2237 SFKEY PLAN - ELEVATION A, B, CFOUNDATION - ALOCATION AREA WIDTH DEPTHBASE 3007 SF 49'-11 1/2" 62'-3"FOUNDATION - BLOCATION AREA WIDTH DEPTHBASE 3008 SF 49'-11 1/2" 62'-0"FOUNDATION - CLOCATION AREA WIDTH DEPTHBASE 3008 SF 49'-11 1/2" 62'-0"TOTAL UNDER ROOF - ALOCATION AREAFIRST FLOOR LIVING2237 SFGARAGE463 SFPORCH153 SFCOVERED PATIO154 SFTOTAL UNDER ROOF - BLOCATION AREAFIRST FLOOR LIVING2237 SFGARAGE463 SFPORCH154 SFCOVERED PATIO154 SFTOTAL UNDER ROOF - CLOCATION AREAFIRST FLOOR LIVING2237 SFGARAGE463 SFPORCH154 SFCOVERED PATIO154 SFCONDITIONED SPACE (S/R TO S/R) - ALOCATION AREAFIRST FLOOR LIVING2068 SFCONDITIONED SPACE (S/R TO S/R) - BLOCATION AREAFIRST FLOOR LIVING2068 SFCONDITIONED SPACE (S/R TO S/R) - CLOCATION AREAFIRST FLOOR LIVING2068 SFSHEET #SHEET NAMEA00.00 COVER - INDEX, AREAS, GEN NOTES, ABBRV, KEY PLAN & ENERGY STARA00.01 REVISION LOGA10.01 NOTES & LEGENDSA20.01 FIRST FLOOR PLANA30.01 ELEVATION A - EXTERIOR ELEVATIONS & ROOF PLANA40.01 ELEVATION B - EXTERIOR ELEVATIONS & ROOF PLANA50.01 ELEVATION C - EXTERIOR ELEVATIONS & ROOF PLANA60.01 OPTIONS - FLOOR PLANA70.01 FIRST FLOOR ELECTRICAL PLANA70.02 OPTIONS - ELECTRICAL PLANA70.03 ELECTRICAL NOTES & LEGENDSA80.01 INTERIOR ELEVATIONSA80.02 BUILDING SECTIONSA90.01 DETAILSA90.02 DETAILSA90.03 DETAILSM-1 MECHANICAL PLANSM-1.1 MECHANICAL DETAILSP-1.1 SOIL-WASTE-VENT SCHEMATICP-1.2 SOIL-WASTE-VENT SCHEMATICP-1.3 WATER DISTRIBUTIONP-2.1 GAS SCHEMATICINCLUSIVE HOME DESIGN NOTESS1.1 FOUNDATION PLAN - ELEVATION AS1.2 FOUNDATION PLAN - ELEVATION B, CS2.0 ROOF FRAMING PLAN - ELEVATION AS2.1 ROOF FRAMING PLAN - ELEVATION BS2.2 ROOF FRAMING PLAN - ELEVATION CS3.1 ROOF FRAMING / SHEAR WALL PLAN - ELEVATION AS3.2 ROOF FRAMING / SHEAR WALL PLAN - ELEVATION B & C
a.Converted from DRH Tucson - Santa Cruz Meadows 5022v2 Plan.01.07.2019DRH-AZ01.28.20191JE5022 - REVISION LOGRev. No.Date IssuedDescriptionDate Req.Req. ByVer. No.Drawn Bya.Revised drop @ Porch & Covered Patio to 4" ILO 1 1/2".b.Revised WIC shelves to 2R2S ILO 1R1S.c.Removed medicine cabinets & towel rings @ Master Bath &Bath 2.d.Revised Master Bath window to 4010FX ILO 3010FX.e.Added Opt. Sink @ Garage.f.Added Opt. 2868 door & stoop @ Garage.g.Added Opt. 16080 Garage door.h.Added Opt. Double Oven @ Kitchen.i.Removed radius corners @ Covered Patio opening.j.Added ceiling fan switches @ Great Room, Master Bedroom;Bedrooms 2, 3 & 4.k.Added (2) WP can lights @ Covered Pto.l.Added Opt. ceiling fan w/switch @ Covered Pto.m.Added (1) coach light @ Garage.n.Added separate switch for Coach Lights @ Front.o.Added (2) Opt. pendant lights @ Kitchen.p.Revised all closet shelves to be 16" deep.q.Added Opt. Super shower @ Master Bath.r.Changed entry door size to 3080 ILO 3068.s.Added std. fence location.03.25.2019DRH-AZ04.04.2019JE1a.Added (1) coach light @ Porch.-Elevations A, B, C.b.Added 7'-0" HDR 3050 SH window @ Master Bedroom.-Added popout detail per elevation.c.Added 7'-0" HDR 3050 SH window @ Bedroom 2. -Added popout detail per elevation.d.Added stucco popout detail @ Elevation B.e.Added 2"x8" foam popout @ Covered Patio.f.Revised spring height for Elevation C Porch openingsfrom 2'-0" to 1'-0".g. Relocated switch to interior wall @ Pantry.h. Moved 7'-0" HDR 3050 SH window 5'-2 1/2" forward @Master Bedroom.i.Revised crickets to 2 1/2"/12" ILO 2"/12" per 2018 code.-Elevations A, B, C02.01.2020DRH-AZ03.09.20202IRa.Added tri pipes as horizontal line ILO tri pipes as triangle onElev. Ab.Added tri pipes as horizontal line on garage Elev A.c.Added iron cross above porch Elev B.03.06.2020DRH-AZ03.09.2020--MM--The use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD. 12" = 1'-0"Global Plan3/27/2020 1:24:36 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5022\Version 2\2.0\Construction Documents\5022_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020JCRORO VALLEY, AZA00.0121902459R15022 - A, B, C
WPGFIGFI220vTV3DBG1x4 FLUORFLUORCLGEXTERIOR BRICK WALLGYPSUM BOARD2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)AIR SPACEBRICK1NOTE:1.MATERIAL FINISHES SHOWN ON ELEVATION VIEWS GOVERN OVER FLOOR PLAN. REFERENCE ELEVATION VIEWS FOR ADDITIONAL MATERIAL USES AND DETAILS.2.REFERENCE FLOOR PLANS FOR SPECIFIC LOW/HALF WALL HEIGHTS AND LOCATIONS.3.THE PURPOSE OF THIS LEGEND IS FOR GRAPHICAL REPRESENTATION. ACTUAL WALL ASSEMBLY MATERIALS AND CONSTRUCTION SHALL BE PER BUILDING CODES AND/OR STRUCTURAL ENGINEERING PLANS.4.GYPSUM BOARD THICKNESS IS 1/2", TYPICAL, AS SHOWN ABOVE. 5/8" THICK AS REQUIRED FOR FIRE/MOISTURE PROTECTION.WALL LEGENDEXTERIOR STONE WALLGYPSUM BOARDAIR SPACESTONE2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)2EXTERIOR SIDING WALLGYPSUM BOARDLAP SIDING2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)3EXTERIOR STUCCO WALLGYPSUM BOARDSTUCCO/STUCCOBOARD/DEF'S2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FORSIZE/SPACING)4INTERIOR GYPSUM WALLGYPSUM BOARDGYPSUMBOARD2x WOOD FRAMEDWALL(REF. STRUCTURALPLANS FOR SIZE/SPACING)5INTERIOR GYPSUM LOW/HALF WALLGYPSUMBOARD2x WOOD FRAMEDWALL(REF.STRUCTURAL PLANSFOR SIZE/SPACING)6GYPSUM BOARDDUPLEX OUTLET (110V). ASNOTED, U.N.O. (MEASURED ATTOP)+16" A.F.F. - WALL OUTLETS+81" A.F.F. - DED. HOOD / MICROWAVEABOVE RANGE/COOKTOP.+40" A.F.F. - WASHER AND DRYER OUTLETSCEILING - MOUNTED LIGHT FIXTURE ORPENDENT LIGHT FIXTURE (+84" A.F.F., U.N.O.)CARBON MONOXIDE ALARM (+80" A.F.F. TOTOPU.N.O.; INTERCONNECTED W/ SMOKEALARMS;S.A./CO COMBO UNIT MAY BE USED),WHERE REQUIREDDISCONNECT (+46" A.F.F. TO TOP, U.N.O.)(CLEARANCE OF 30" WIDE, 36" DEEP)TELEPHONE JACK (+16" A.F.F.TO TOP ATMASTER BROM; +46" A.F.F.TO TOP AT KITCHEN /BREAKFAST, U.N.O.)TV / CABLE OUTLET( +16" A.F.F. TO TOP,U.N.O.)ELECTRICAL LEGENDWATERPROOF GFCIDUPLEX220 VOLT DUPLEXCEILING MOUNTEDDUPLEXEXHAUST FANTHREE-WAY SWITCHSINGLE SWITCHDOOR BELL (+80" A.F.F.TO TOP , U.N.O.)GARAGE DOOROPENERCEILING MOUNTED LIGHTFIXTURELED DISK LIGHT FIXTURE8" RECESSEDWATERPROOF CAN LIGHTFIXTUREHANGING LIGHTFIXTURECEILING FAN WITHLIGHTCEILING FAN WITHOUTLIGHT1x4 FLUORESCENT LIGHTFIXTUREOVER-DOOR WALLMOUNTEDFLUORESCENT LIGHTFIXTUREINDICATES THATFIXTURE IS OPERATEDBY PHOTOCELLWPPSMOKE DETECTOR (CEILING-MOUTEDOR +80" A.F.F. TO TOP, U.N.O.)MAINTAIN A MIN. OF 36" FROM ANYH.V.A.C.SUPPLY, RETURN, REGISTERS,ETC.SWITCH ( +46" A.F.F. TO TOP, U.N.O.)SWITCH ( +46" A.F.F. TO TOP, U.N.O.)GROUND FAULT CIRCUIT INTERRUPTERWALL - MOUNTED LIGHT FIXTURE, HEIGHTSAS NOTED, U.N.O. (MEASURED TO CENTER)+78" A.F.F. AT EXTERIOR TYP.+84" A.F.F. AT INTERIOR, TYP. AND OVERPEDESTAL LAVATORIES+87" A.F.F. OVER VANITIES+88" A.F.F. IN CLOSETS+96" A.F.F. IN CLOSETS W/ CLG. HEIGHTOF 9'-1" OR GREATERSD/COSDGFIROOF VENT LEGENDO'HAGIN HIGH PROFILE MODEL"S" (97 NFA)INSTALLED WITHIN 3'-0" OFHIGHEST RIDGE IN ATTIC97GM 5 1/2"x6' TRIANGLE GABLELOUVER (224 NFA)SITE NOTES:FINISH FLOOR ELEVATION SHALL BE A MINIMUM OF 6" ABOVE ADJACENT FINISHGRADE AND PER I.R.C. R404.1.6FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10' TO AN APPROVEDWATER DISPOSAL AREA OR MIN. OF 6" WITHIN THEFIRST 10'.TOP OF EXTERIOR FOUNDATION SHALL BE MINIMUM 12" PLUS 2% ABOVE THEELEVATION OF THE STREET GUTTER OR THE INLET OF AN APPROVED DRAINAGEDEVICE PER I.R.C. R403.1.7.3.WALKS & DRIVES PROVIDE CONTROL AND CONTRACTION JOINTS AT AREAS OF600 SQ. FT. MAXIMUM, U.N.O.PROVIDE 2-1/2" DIA. PVC SLEEVE UNDER DRIVE AND ALL WALKS FOR FUTUREIRRIGATION SYSTEM.VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS SHALL BESEALED.THE RECOMMENDED MAXIMUM WIDTH OF ALL UTILITY TRENCHES IS 18".THE CONTRACTOR SHALL INSPECT ALL DRIVEWAY, PATIO AND WALKWAYEDGES, CORNERS AND SURFACES FOR CRACKS, SCRATCHES AND CHIPS THATWILL NEED TO BE FILLED AND REPAIRED. THE CONTRACTOR SHALL ALSO FILLALL CRACKS AND VOIDS IN EXTERIOR FACE OF THE EXPOSED STERN PRIOR TOFINAL PAINTING.SLOPE CONCRETE LANDINGS AT DOORS 1/8" P.L.F. MINIMUM, 1/4" P.L.F. MAX.,U.N.O.MAINTAIN MINIMUM 5'-0" CLEARANCE FROM PROPERTY LINE - WHERE REQUIRED.PROVIDE (1)"DECO" DRAIN AT WALK(S) SURROUNDING PLANTERS.PROVIDE PROPER TRANSITION FROM POST-TENSION FOUNDATION GARAGEOPENING(S) & PORCH WITH ELEVATIONS TO WALKS AND DRIVEWAY SLABS.A HOUSE NUMBER SHALL BE DISPLAYED IN A PROMINENT MANNER SO IT ISREASONABLY VISIBLE TO EMERGENCY VEHICLES TO LOCATE THE RESIDENCE.INSTALL PRIOR TO FINAL INSPECTION. ADDRESS NUMBERS SHALL COMPLY WITH2018 I.R.C. R319.1.PROVIDE TERMITE PROTECTION UNDER ALL CONCRETE FLOOR SLABS.CONCENTRATION SHALL NOT BE LESS THAN: TORPEDO0.5%, DEMON T.C. 0.25%TO 0.5% OR DRAGNET 0.5% TO NOT TO BE LESS THAN THE TERMITICIDE LABELI.R.C. R318.2.WITHIN FLY ZONE OF AIRPORTS, MILITARY INSTALLATIONS, & DIRECTLYADJACENT TO FREEWAYS, BUILDING COMPONENTS SHALL BE DESIGNED FORSOUND ATTENUATION.INSULATION NOTES:MINIMUM INSULATION SHALL BE PROVIDED AS FOLLOWS: 2X4 FRAME WALLS - R13 MINIMUM BATTS 2x6 FRAME WALLS - R19 MINIMUM BATTS MASONRY WALLS - R7 MINIMUM BATTS CEILINGS (TOP-MOST CEILING, W/UNCONDITIONED SPACE ABOVE ONLY) - R30 MINIMUM BLOWN CELLULOSE (OR FIBERGLASS) AT FLAT CEILINGS (WHERE FEASIBLE, BATT OTHERWISE); R30 MINIMUM BATTS AT VAULTED AREAS. CEILING (TOP-MOST CEILING, W/ CONDITIONED SPACE ABOVE ONLY) - R21 MINIMUM SPRAYED FOAM DIRECTLY TO UNDERSIDE OF ROOF SHEATHING. ATTIC KNEE WALLS - R13 MINIMUM BATTS. FLOOR ASSEMBLIES (W/ UNCONDITIONED SPACE BELOW) - EQUIVALENT OF R30 MINIMUM BATTS OR BLOWN FIBERGLASS, INSTALL TIGHT TO AND MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING.INSTALL INSULATION AT ALL CEILING AREAS, ROOF AREAS, ALL VERTICAL WALLSAND AT AREAS NECESSARY TO PROPERLY INSULATE THE BUILDING FORMING ATIGHT, CONTINUOUS ENVELOPE AT ALL CONDITIONED SPACES.AT ALL ROOF DORMER VENTS AND O'HAGIN'S VENTS WITHIN 48" VERTICALLY FROMBOTTOM OF TRUSS BOTTOM CHORD OR CEILING JOIST, PROVIDE BAFFLE. ATTACHBAFFLE TO BOTTOM OF TRUSS TOP CHORD, DIRECTLY UNDER VENT OPENING TOPREVENT AIR CIRCULATION FROM DISPLACING BLOWN INSULATION.A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR IN THEELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGNPROFESSIONAL. THE CERTIFICATE SHALL LIST THE PRE-DOMINANT R-VALUES OFINSULATION INSTALLED IN OR ON THE CEILING/ ROOF, WALLS, FOUNDATION ANDDUCTS OUTSIDE THE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION ANDSHGC OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEMAND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THEBUILDING. 2018 I.R.C. SECTION N1101.14.CERTIFY INSULATION VALUES BY PLACING CERTIFICATION CARDS IN GARAGE,SPECIFYING NUMBER OF BAGS OF BLOW, AREA OF COVERAGE, THICKNESS OFINSULATION( SETTLED DENSITY) AND R-FACTORS OF WALLS, CEILINGS, ETC. ALLINSULATION SHALL CONFORM TO 2018 I.R.C. CHAPTER 11.ATTIC ACCESS LID SHALL BE WEATHER STRIPPED AND INSULATED TO LEVELEQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES PER 2018I.R.C. N1102.2.4.R-VALUE FOR TYPICAL 2X4 FRAMED WALL: WALL COMPONENT R-VALUE INSIDE AIR FILM 0.68 GYPSUM OR PLASTER BOARD, 1/2" THICK 0.45 INSULATION BATT, RATED BY MANUFACTURER AS R13 13.00 EXPANDED POLYSTYRENE, MOLDED BEADBOARD, 1" THICK 4.17 STUCCO, 3/8" THICK 0.17 OUTSIDE AIR FILM 15 MPH WIND SPEED 0.17 TOTAL 18.64STUCCO NOTES:"ULTRAKOTE 1-KOTE" STUCCO SYSTEM OR EQUAL SHALL BE INSTALLED PERMANUFACTURER'S INSTALLATION INSTRUCTIONSAND IN ACCORDANCE WITH I.C.C.-E.S. #ESR-1471. INSULATIONBOARD SHALL BE AN APPROVED I.C.C./N.E.R. TYPE II EXPANDEDPOLYSTYRENE (E.P.S.). ALL FOAM APPLICATIONS SHALL COMPLY TO I.R.C. R703.VAPOR BARRIER APPLICATION SHALL COMPLY TO I.R.C. R703.2. PROVIDE G.I.WEEP SCREED 4" MINIMUM ABOVE FINISHED GRADE AND 2" MINIMUM ABOVECONCRETE SLABS.PROVIDE 1/2 ASPHALT IMPREGNATED SHEATHING (A.I.S. BOARD) OR APPROVED1/2FOAM AT ALL ATTIC AREAS.THE BUILDING SAFETY DEPARTMENT WILL REQUIRE THE INSTALLATION CARDFROM THE STUCCO MANUFACTURER'S APPROVED APPLICATIONS BE ON THEJOB BEFORE THE APPLICATION OF THE WEATHER-RESISTIVE BARRIER. A COPYOF THE INSTALLATION CARD MUST BE PRESENTED TO THE BUILDINGINSPECTOR AFTER THE COMPLETION OF WORK AND BEFORE FINALINSPECTION AND THE INSTALLATION CARD SHALL BE LEFT AT THE JOB SITEFOR THE HOMEOWNER.PROVIDE ONE LAYER OF GRADE "D" KRAFT PAPER OVER OPEN FRAMING UNDER1" FOAM STYRENE BOARDS. PROVIDE TWO LAYERS OF GRADE "D" KRAFTPAPER OVER WOOD BASESHEATHING, UNDER 1/2 A.I.S. OR 1/2 FOAM STYRENE BOARD.CARPENTRY NOTES:COORDINATE FRAMING LAYOUTS WITH MECHANICAL. PROVIDE BLOCKING AT ALLMECHANICAL INSTALLATION CUTS, REGISTERS, RETURNS, ROOF VENTS, ELC. PROVIDEHORIZONTAL MECHANICAL CHASE AT MID-SPAN IN ALL FLOOR TRUSSES.IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFFBOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM ANEFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THEROOF SPACE. PER 2018 IRC R302.11.IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE ANDBELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALLBE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTOAPPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOORMEMBRANE ABOVE. PER 2018 IRC R302.12.FACTORY-BUILT FIREPLACES NOTES:FACTORY-BUILT FIREPLACES SHALL BE "HEATILATOR" MODEL NUMBER NBV/NDV42361, RAVE40131, OR EQUAL. DIRECT VENT (VENTED DECORATIVE GAS FIREPLACE)MEETS ANSI Z21, 88B-2008; TOP VENT (VENTED DECORATIVE GASFIREPLACE) MEETS ANSI Z21. 50B-2005 (ICC-ES REPORT NUMBERS ARE NO LONGERPROVIDED NOR REQUIRED FOR GAS FIREPLACES). TEMPERED GLASS HAS BEENTESTED AND CERTIFIED TO ANSI Z92.1. FIREPLACES SHALL BE INSTALLED AND MEETALL REQUIRED MINIMUM CLEARANCES FOR FLUE, TERMINATIONS AND CONNECTIONSPER MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODEREQUIREMENTS.FACTORY-BUILT CHIMNEYS AND FACTORY-BUILT FIREPLACES SHALL COMPLY WITHALL FEDERAL, STATE, AND LOCAL CLEAN-BURNING FIREPLACE ORDINANCES. APERMANENT GAS LOG IS REQUIRED, INSTALLED TO COMPANY WITH 40, CODE OFFEDERAL REGULATIONS PART 60, SUBPART AAA OR BE DETERMINED COMPLIANT BYMARICOPA COUNTY OR PINAL COUNTY AIR POLLUTION CONTROL OFFICER.FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED INACCORDANCE WITH THE CONDITIONS OF THE LISTING PER 2018 I.R.C. R1005.1.FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127 PER 2018 I.R.C. R1005.4.FIREPLACES SHALL BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY IN COMPLIANCEWITH 2018 I.R.C. R1006. ALL FIREPLACES INSTALLED IN SLEEPING ROOMS SHALL BEDIRECT-VENT AND BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THELISTING AND THE MANUFACTURER'S INSTRUCTIONS PER I.R.C. G2406.2HEARTH EXTENSIONS, MANTELS, AND SURROUNDING WALLS (INCLUDING FINISHES)OF LISTED FACTORY-BUILT FIREPLACES SHALL CONFORM TO THE CONDITIONS OFLISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER I.R.C. R1004.FACTORY-BUILT CHIMNEYS UTILIZED WITH LISTED FACTORY-BUILT FIREPLACES MAYBE USED IN COMMON VERTICAL SHAFT HAVING THE REQUIRED FIRE-RESISTANCERATING PER 2000/2003 I.R.C. R1002.4 OR 2006/2009/2018 I.R.C. R1005.ALL GAS FIREPLACES SHALL COMPLY WITH I.R.C. CHAPTERS 18 AND 24 ORI.M.C. 903.DOORS AND WINDOWS NOTES:ALL DOORS AND WINDOWS SHALL COMPLY WITH I.R.C. R308, R310, AND R311.ALL EXTERIOR WINDOWS SHALL BE DUAL-PANE AND COMPLY WITH I.R.C. R308 AND INSTALLEDPER MANUFACTURER'S SPECIFICATIONS AND FLASHING REQUIREMENTS PER 2018 I.R.C. SEC.R609.ALL EXTERIOR WINDOWS SHALL HAVE A MINIMUM SOUND TRANSMISSION RATING OF STC-22.ALL EXTERIOR DOORS SHALL HAVE WEATHER-LIGHT GASKETS, THRESHOLDS AND GASKETEDGLASS.ALL MAIN OR FRONT ENTRY DOORS MUST HAVE AN 180 DEGREE DOOR VIEWER OR BEARRANGED SO THAT THE OCCUPANT CAN VIEW THE IMMEDIATE AREA OUTSIDE THE DOORTHROUGH A WINDOW.THE ACTIVE LEAF OF PAIR OF DOORS SHALL BE EQUIPPED WITH A DEADBOLT AND THE LOCKSHALL BE KEY-OPERATED FROM THE EXTERIOR ONLY.DEADBOLT LOCKS ARE REQUIRED ON ALL EXTERIOR SWINGING DOORS AND MUST BEEQUIPPED WITH A MINIMUM 1: BOLT THROW, WRENCH-RESISTANT AND CASE-HARDENEDCOLLAR, CASE-HARDENED FASTENERS WHICH THREAD INTO THECYLINDER BODY, AND A FOUR (4) SCREW STRIKE PLATE USING 3"X N0. 8 SCREWS WITH 3/4MIN. PENETRATION. SUCH LOCKS MUST BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF AKEY OR SPECIAL KNOWLEDGE OR EFFORT. NO DOUBLE-KEYED LOCKS SHALL BE ALLOWED,PER 2018 I.R.C. R311.2.EXTERIOR SLIDING DOORS MUST HAVE THE SLIDING SECTION ON THE INSIDE AND BE EQUIPPEDSO THAT IT CANNOT BE RAISED OR REMOVED WHILE IN THE CLOSED AND LOCKED POSITION.AN AUXILIARY NON-KEYED LOCK MUST ALSO BE INSTALLED. THE STATIONARY SECTIONSHALL NOT BE REMOVABLE FROM THEOUTSIDE.EXTERIOR WINDOWS SHALL BE CONSTRUCTED AND INSTALLED SO AS TO PROHIBIT SLIDING,RAISING OR REMOVAL OF THE MOVING SECTION WHILE IN THE CLOSED AND LOCKED POSITION.WINDOW PANELS SHALL HAVE WEATHERSTRIP MOLDING OR GLAZING BEAD WHICH IS NOTEASILY REMOVED FROM THE OUTSIDE. SLEEPING ROOM WINDOWS MAY NOT HAVE LOCKSWHICH REQUIRE A KEY OR SPECIAL KNOWLEDGE OR EFFORT TO UNLOCK PER I.R.C. R310. ALLOPERABLE WINDOWS SHALL BE WEATHERSTRIPPED AND AIRTIGHT IN ACCORDANCE WITHASTME-283-84-T STANDARD.THE FOLLOWING HAZARDOUS LOCATIONS SHALL BE PROVIDED WITH SAFETY GLAZING PERI.R.C. R308.4: A. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDINGAND BI- FOLD DOORS WITH GLAZED OPENING DIMENSION GREATER THAN 3". B. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSEDPOSITION AND WHOSE BOTTOM EXPOSED EDGE IS LESS THAN 60" ABOVE THE FLOOROR WALKING SURFACE. C. GLAZING IN FIXED OR OPERABLE PANELS THAT MEET ALL OF THE FOLLOWING CONDITIONS: 1) AREA LARGER THEN 9 S.F.;2) BOTTOM EDGE IS LESS THAN 18" ABOVE FLOOR; 3) TOP EDGE IS MORE THAN 36" ABOVE FLOOR; AND 4) WALKING SURFACE WITHIN 36" MEASURED HORIZONTALLY. D. ALL GLAZING IN RAILINGS. E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS,SAUNAS,STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE ISLESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. F. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THEGLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. G. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OFTHE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.ROOFING NOTES:TILE ROOFING SHALL BE CONCRETE-TYPE TILE, I.C.C. #ESR-1647OR EQUAL OVER MIN. 1 LAYER OF 40# ASTM-D226 ASPHALT-SATURATEDFELT (2 LAYERS OF 40# FELT FOR ROOF SLOPES 3:12 < 4:12 ) OR EQUAL.INSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE TILEROOFING INSTITUTE / WSRCA, I.C.C.-E.S. ESR-2015P.RAIN DIVERTERS TO BE PROVIDED AT THE ENTRANCES AND WHERESTRUCTURAL DAMAGE COULD OCCUR.DRYWALL NOTES:ALL GYPSUM BOARD THICKNESSES AND TYPES TO BE PER I.R.C. TABLE R702.3.5.PROVIDE 1/2" GYPSUM BOARD ON ALL WALLS, U.N.O. ALL CEILINGS TO HAVE 5/8"GYPSUM BOARD OR 1/2" SAG-RESISTANT GYPSUM CEILING BOARD, U.N.O. PROVIDE5/8" TYPE "X" GYPSUM BOARD AT GARAGE CEILINGS AND WALLS, U.N.O.CEMENT, FIBER-CEMENT AND GLASS MAT GYPSUM OR EQUIVALENT TYPE "WR"GYPSUM WALLBOARD BACKERS SHALLBE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.DRYWALL @ GARAGE CEILING MUST BE 1 LAYER OF 1/2" TYPE X WITH HABITABLESPACE ABOVE GARAGE (CITY OF BUCKEYE AMENDMENT REQUIRES 2 LAYERS 5/8”GYPSUM) (CITY OF COOLIDGE AMENDMENT REQUIRES 5/8" GYPSUM)BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH ANONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OFNOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. PER 2018 IRC R307.2.ENERGY COMPLIANCE NOTES:ALL ENERGY EFFICIENCY SHALL COMPLY WITH 2018 I.R.C. CHAPTER 11.PROJECTS SHALL COMPLY WITH SECTIONS IDENTIFIED AS "MANDATORY" AND WITHEITHER SECTIONS IDENTIFIED AS "PRESCRIPTIVE" OR THE PERFORMANCE APPROACH INSECTION N1106 PER 2018 I.R.C. N1101.13A HOME ENERGY RATING SYSTEM ("HERS") INDEX OF 73 OR LESS, CONFIRMED IN WRITINGBY A RESIDENTIAL ENERGY SERVICES NETWORK CERTIFIED ENERGY RATER MAY BE USEDIN PLACE OF THE APPROACH DESCRIBED IN SECTION N 1101.13. COMPLIANCE MAY BEDEMONSTRATED BY SAMPLING IN ACCORDANCE WITH CHAPTER 6 OF THE MORTGAGEINDUSTRY NATIONAL HOME ENERGY RATING SYSTEM STANDARDS AS ADOPTED BY THERESIDENTIAL ENERGY SERVICES NETWORK PER 2018 I.R.C. N1101.13DUCT AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH N1103.3. THROUGH N1103.3.1 R2018.I.R.C. N1103.3. SUPPLY DUCTS SHALL BE INSULATED TO A MINIMUM OF R-8 AND DUCTSIN FLOOR TRUSSES SHALL BE INSULATED TO A MINIMUM OF R-6 (PRESCRIPTIVE) PER 2018I.R.C. N110.3.1. EXCEPTIONS: A. DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE.CITY OF PHOENIX, THE RESIDENTIAL ENERGY SERVICES NETWORK (RESNET) MORTGAGEINDUSTRY NATIONAL HOME RATING SYSTEM STANDARDS PROTOCOL FOR THIRD PARTYTESTING AND INSPECTIONS SHALL BE DEEMED TO MEET THE REQUIREMENTS PER 2018I.R.C. N1101 AND SHALL MEET THE FOLLOWING CONDITIONS: A. THIRD PARTY TESTING AND INSPECTIONS SHALL BE COMPLETED BY RESNET CERTIFIED RATERS OR RATING FIELD INSPECTORS AND SHALL BE SUBJECT TO RESNET QUALITY ASSURANCE FIELD REVIEW PROCEDURES. B. SAMPLING IN ACCORDANCE WITH CHAPTER 6 OF THE RESNET STANDARDS SHALL BE PERFORMED BY RATERS OR RATING FIELD INSPECTORS WORKING UNDER A RESNET ACCREDITED SAMPLING PROVIDER. C. THIRD PARTY TESTING IS REQUIRED FOR THE FOLLOWING ITEMS: N1102.4.1.1 - BUILDING ENVELOPE - THERMAL AND AIR BARRIER CHECKLIST N1102.4.3 - TESTING - AIR LEAKAGE RATE N1103.3.3 - SEALING - DUCT TIGHTNESS D. THE OTHER REQUIREMENTS IDENTIFIED AS "MANDATORY" IN CHAPTER 11 SHALL BE MET.MECHANICAL NOTES:ALL MECHANICAL SHALL COMPLY WITH I.R.C CHAPTERS 12 THROUGH 23.ALL AIR CONDITIONING AND HEATING SYSTEMS SHALL BE DESIGNED, SIZED ANDINSTALLED BY THE SUBCONTRACTOR TO MAINTAIN A MINIMUM INTERIORTEMPERATURE OF 68 F. PER I.R.C.R303.10.PROVIDE 4" ROUND DRYER VENT AND INSTALLATION AS SHOWN ON FLOOR PLAN.PER 2018 I.R.C. M1502. CITY OF PHOENIX ONLYALL RANGE HOODS SHALL CONFORM WITH THE REQUIREMENTS OF 2018 I.R.C. M1503.ALL MECHANICAL EQUIPMENT INSTALLED IN ATTIC SHALL COMPLY PER I.R.C.CHAPTER 13.ALL EXHAUST FANS SHALL PROVIDE FIVE AIR CHANGES PER HOUR MINIMUM AND50 C.F.M.COMBUSTION AIR REQUIREMENTS AND VENTILATION FOR INSTALLED GASAPPLIANCES SHALL COMPLY PER I.R.C. CHAPTER 17 OR G2407 OR I.M.C. CHAPTER 7,INCLUDING BUT NOT LIMITED TO WATER HEATERS, FIREPLACES, ETC., VENT WITHAPPROVED DOUBLE WALL SYSTEM. ALL DUCTWORK IN GARAGE SHALL BE MINIMUM26 GAUGE WITH NO VIBRATION ISOLATION MATERIAL IN DUCT.BUILT-UP ROOF NOTES:BUILT-UP ROOFS WILL CONSIST OF ONE FIBERGLASS BASE SHEET NAILED TO ROOFDECK AND ONE GRANULAR-SURFACED MODIFIED MEMBRANE APPLIED BY COLDPROCESS. ALL BUILT-UP ROOFS TO COMPLY WITH MANUFACTURER'SSPECIFICATIONS.WHEN SCUPPERS ARE REQUIRED TO ALLOW WATER TO EXIT ROOF AREA,CONTRACTOR WILL FABRICATE METAL TO INSTALL INSIDE OF SCUPPERS. METALSHALL BE INSTALLED PRIOR TO FIRST LAYER OF ROOFING MATERIAL BEINGAPPLIED.THE METAL INSERT SHALL ALSO HAVE FLANGES THAT OVERLAP ON THE INSIDE OFTHE PARAPET WALL AND SEALED WITH TAR (ALL EDGES). IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT THE ELEVATION OFSCUPPER METAL IS CORRECT AND WILL ALLOW WATER TO FLOW AND DRAIN FROMROOF, WITHOUT CAUSING A "DAMMING EFFECT".CONTRACTOR SHALL SUPPLY AND INSTALL ALL ROOF VENTS REQUIRED BY CODEAND AS SHOWN ON DRAWINGS. ALL FLASHING ON PARAPET WALLS AND HOUSEWALLS SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR PER TH DRAWINGS.FLASHING SHALL BE OF 26 GAUGE GALVANIZED MATERIAL PERI.R.C. R905.7.6.PLUMBING NOTES:ALL PLUMBING SHALL COMPLY WITH I.R.C. CHAPTERS 25 THRU 33, I.R.C. 2018ALL WATER PIPE TO BE COPPER TYPE "L" BELOW GRADE WITHOUT FITTING ANDTYPE "M" ABOVE GRADE OR APPROVEDEQUAL. PROVED ONE EXPANSION CHAMBER PER LINE. WATER PIPING PER NSF 61OR I.R.C. P2609.ALL GAS PIPING TO BE SCHEDULE 40 BLACK IRON.GAS PIPING INSTALLED UNDERGROUND BENEATH BUILDING SHALL BE PER I.R.C.G2415.6, PER I.R.C. 2018.ALL WASTE AND VENT PIPE TO BE PLASTIC ABS ABOVE GRADE TO COMPLY WITHI.R.C. 2018 P2702, P2706.OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOTLESS THAN 6" ABOVE THE ROOF, EXCEPT THAT WHERE A ROOF IS TO BE USED FORANY PURPOSE OTHER THAN WEATHER PROTECTION, THE VENT EXTENSION SHALLBE RUN NOT LESS THAN 7" ABOVE THE ROOF PER 2018 I.R.C. P3103.1.ELECTRICAL WATER HEATER TO BE 50 GALLON MINIMUM NATURAL GAS WATERHEATER TO BE 40 GALLON MINIMUM, WHERE APPLICABLE, VENT WITH APPROVEDDOUBLE WALL VENTILATION SYSTEM PER U.M.C., CHAPTER 8 AND SECTION 706 ORI.R.C. P2801 OR I.M.C. CHAPTER 7. WHERE REQUIRED A PAN AND DRAIN SHALL BEINSTALLED IN LOCATIONS WHERE LEAKAGE OF THE TANKS OR CONNECTIONS WILLCAUSE DAMAGE PER I.R.C 2018 P2801.5, AND M2005.2.PROVIDE WATER HEATER WITH TEMPERATURE AND PRESSURE RELIEF VALVE ANDDISCHARGE PIPING TO EXTERIOR OF BUILDING. SLOPE DISCHARGE PIPING FORPOSITIVE DRAINAGE AND SUPPORT AT 32" O.C. MAXIMUM. TERMINATE NOT MORETHAN 6" ABOVE FINISH GRADE OR SLAB PER I.R.C. P2804.6.1.PLUMBING FIXTURES REQUIRED CAPACITY AT POINT OF OUTLET DISCHARGE PERI.R.C. 2018 P2903.1.MAXIMUM FLOW RATES AND CONSUMPTION FOR FIXTURES SHALL BE PER 2018 I.R.C.TABLE P2903.2: LAVATORY FAUCET: 2.2 GPM AT 60 PSI SHOWER HEAD: 2.5 GPM AT 80PSI SINK FAUCET: 2.2 GPM AT 60 PSI WATER CLOSET: 1.6 GALLONS PER FLUSHINGCYCLE.IN ACCORDANCE WITH AAC R18-4-119, ALL MATERIALS ADDED AFTER JANUARY 1,1993 WHICH MAY COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TONATIONAL SANITATION FOUNDATION STANDARDS 60 AND 61.PROVIDE AN EXPANSION TANK OR OTHER DEVICE PER I.R.C. 2018 P2903.4 DESIGNEDFOR INTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL AT THEWATER HEATER IF A PRESSURE-REDUCING VALVE, BACKFLOW PREVENTION DEVICEOR CHECK VALVE IS ON OR TO BE INSTALLED ON THE WATER LINE OR AT THEMETER.A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE EQUIPMENT SHUTOFF VALVE AS CLOSE TO THE INLET OF THE EQUIPMENT AS PRACTICAL.ILLUMINATING APPLIANCES,RANGES, CLOTHES DRYERS AND OUT DOOR GRILLS AREEXEMPT.ALL HOT WATER LINES LOCATED ABOVE THE FLOOR SLAB SHALL BE COMPLETELYINSULATED WITH A MINIMUM OF R-3 INSULATION, OR PER 2018 I.R.C. N1103.4 (I.E.C.C.403.4).PROVIDE WATER-HAMMER ARRESTORS PER I.R.C. 2018 P2903.5 AT OUTLETS WHERE"QUICK-CLOSING" VALVES ARE USED (OPERATED BY A SOLENOID OR SPRING-LOADED), E.G., ICE- MAKERS, CLOTHES-WASHING MACHINES, DISHWASHERS.WATER- HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. INSTALLATION SHALLBE PER MANUFACTURER'S INSTRUCTIONS.WATER HEATER MUST HAVE DRAIN PAN WITH DRAINAGE TO THE OUTSIDEELECTRICAL PLAN NOTES:200V/GAS PER SPECS @ W.H., A/C, RANGE AND DRYER.GAS STUBS TO BE LOCATED PER SUBDIVISION SPECIFICATIONS.HOSE BIBS TO BE LOCATED PER SUBDIVISION SPECIFICATIONS.EXTERIOR ELECTRICAL OUTLETS TO BE WEATHER PROOFPROVIDE 110V WIRED "IN SERIES" SMOKE DETECTORS OR PER LOCAL CODESREQUIREMENTS.WATER HEATERS TO BE LOCATED IN GARAGEEXTERIOR COLUMN AND PORCH LIGHTS TO BE MOUNTED PER ELEVATIONS.LIGHT FIXTURE IN BEDROOMS TO BE PRE-WIRED AND BLOCKED FOR CEILINGFAN.BUILDER TO INSTALL ALL LIFE SAFETY DEVICES PER CODE.BUILDER/SUB-CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL ELECTRICALCODES AND REQUIRMENTS ARE MET. THESE DRAWINGS (ELECTRICAL PLANS)ARE FOR SCHEMATIC PURPOSES ONLY.ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION PROVIDED PER IRC 2018 &E3902.16.ALL RECEPTACLES MUST BE TAMPER RESISTANTThe use of these plans and specifications shall be restricted to the site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains in STRAND SYSTEMS ENGINEERING INC.STRANDDATESCALEDR'N972-620-8204Dallas, TX. 7522010003 Technology Blvd. WestLOTADDRESSBUILDERCITYBLOCKVERSIONPLAND.R.H. - MILLER RANCHSUBD.As indicatedGlobal Plan3/27/2020 1:24:39 PM \\files\strand\SF-ARCH\CLIENTS\DR HORTON\+DR HORTON - TUCSON\ACTIVE\Miller Ranch (Town of Oro Valley)\5022\Version 2\2.0\Construction Documents\5022_2020-03-09_v2.rvtDR HORTON - TUCSON03-09-2020JCRORO VALLEY, AZA10.0121902459R15022 - A, B, C