HomeMy WebLinkAboutPROJECT PLAN - 06-00368 - 2636 Diamond H Ln - New SFR MechanicalProject Plan and Primary Contractor
Scope of Work and Specification
For
Ron &Nita KI.ing,ler's New Home
at Saddle Creek Estates
BEST ELEVARGIN
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May 10, 2006
0600368
26'.-3o6 Dianiond'H Ln-CoLmty Mech
Project Play and Specifications
Klinaler Home at Saddle Creek Estates
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CONTENTS
May 10, 2006
1
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BASIC S R P I **'#i.if i'f l,b**** bass as 0*6496 iPIP*iF °0 Oar i!!
2. OWNER CONTACT INFORMATION ..0*i*Oii ii!ll
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ANNPRIMARY
CONTRACTOR P � 1
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EALL TE I U LABOR� AND MANAGEMENT TO COMPLETE THE PC SCOPE ...... F F. t F ....... . T ..... 1
` LAY T �ME PER PLOT P LANis ■ ■ ■ T ..li•ii ria t ■ ! ! • • r . . . . . . + . . . . . . . . . . a . . . . . . . . . . . • s a a . .. . . . . . . . i r i i k Y T • a . a . �r F. a . . . . 1
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UF T'a. WITH , REQUIRED
EQiIRE ....................
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FOAM BLOCKS, WITH REBAR REQUIRED ................T■•rwkY}kkttrt
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F 7y`j T rfI. DOORS AND W, AND TIE. EXTE l WALL PENETRATIONS w k ....... r i .. 11
Ja � � L; J' FOR L JJ I
POUR
EXTERIOR WALLS.
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6.8 INSTALL WATER �� TAND BACKFILL X* TI S 4i}k.#i.. ■a....■!#i
FLOOR--
6.
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6.11 IELECTRIC METmaBASE
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14
PREPARE
EPARE F , POUR,
{ , y-FrNISH TBE
MAIN CONCRETE
N RETE FLOOR .......... . . . r . + • r
1
6.13 I TE-RFACE WITH G1
TNG
.. H RADNT FLOORCONTRACTOR IN S ITT IN FLOOR cB1
. ERECT ALL TNTERIOR I1 FLOOR WALLS ... .iil....ail..a.Y...i.i. 1
6.15 E ECOND LEVEL SYSTEM . ■ ■ i k k l . T 9 a a ib b r r . t T i i i + . w w - • • - - - - •' + . } . . . . . . . F .. . .a a . a . . f i a i T T -.. . . . . . . i i i k k ! l Y T . . . - - + ■ ■ .. T a . i i 1
6.16 ERECT E 'L � + JLrJ -s+ 1 T i .i • i t■ R T r '� i i■ i■ I f+ T E a t i. 1 . l. .r + ii■+. ! l F l i i +■ ■ k R** a i■■■■ l l F 1 ■ i # k■. I T R T a i i■■ .• !■ l T. . r. ... . r.
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.17 , SECOND FLOOR
INTERIOR. ISi}t■■!l k i i •+7 T t Y w . Y
6.18 cG SYSTEM D SHEET''_iiai 1
6
6.19 ET ALL EXTERIOR ETF AND F�-AE D �
.. ..
..� � ,SKYLIGHTS; AND VENTS......r..+.a+.++..........F... 1
6.20 PREPAR
E D POUR
O .THE�E CONCRETE FLOG W�fl..3.ll�ii......f�kikkk■F...ui..7f+TT..*i.i.a.11YTT.ii.i.i.!!!f{.iiai.•T..ii1
6.21 PREPARE
*R{CONCRETE PAD F THE MGE DOORS ......■...i&w0hb&a*k■■..T.*■ia..■Fv-v*Faiw}.4Ta 1
�y+' f}j{� /J-y7� POLE � TIS. CONCRETE PA N TilBACKSIDE F TI IE E NL ARA AND PERSONNEL
6.22 � 1 �.� PARE i<.� 1 i
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6.23
ARF FORMAND POUR THE MAIN FRONT EN rl"'RY S IDEWALIC,, S "FAIRS AND LAND ++.a....a.....!l..ii...#
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7. SUBCONTRACT SCOPE OR WORK* D00*0a a wpope^* am up -MIN as Soso* O&DOD 1
9
8.
19
SUBCONTRACTOR
SPECIFICATIONS** 90669wom mb*40 am Moab 6*#v000* boom a a MEN** 004000 too*@* 0 0 ME'
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FIGURESAND TABLES
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y 1 Estate Plot �1�
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� i ■ng System .ai■. 6
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Figure
Grey Water Heat rSystem.....
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Page 2 of 19
Project Pian and Specifications
Kfingler Home at Saddle Creek Estates
Pro'I
ject Plan and Primary Contractor
Scope of Work and Specifications
for Ron & Nita K' IN New Home
at Saddle Creek Estates
BASF 11r n 1= Q D T r) KI
%.f &or L.. %WV C I x I I A I %.# i -1
May 1 0, 2006
The Roza and Nita Klingler Family will build a new home at 2636 Diamond H Lane (Lot 19)
in the Saddle Creek Estates Develo ment. This developis west of Ciapproximately 24W400
North and 2a00 West �in M;�d;.C�►�-, (C111t'�ftT Yr�T-.r+. r,.. L':.-�._�_ � r_ v � -
-V�u rl1iurc i rar a nfnr nIaI-: r tk c'a3o
Creek Estates.
Figure 1. Siddle Cr -eek Estates Plot PIan
Page 3 of 19
Project Plan and Specifications
Klinoler Home at Saddle Creek Estates
This home will consist of:
1. Amain bevel with a_pproximately 2900 square feet of floor space
2. A second floor level with approximately 1000 square feet of floor space
3. Two garages totaling approximately 1600 square feet of floor space.
The basics of this home's design and construction are as follows:
1. All above ground living and garage space
May 10, 2006
2. One level exterior walls constructed of concrete -and rebar- Filled foam blacks
3. Insulated concrete floor', with radiant floor heating an the main flooir
4. Wood trusses for roofing structure with cathedral ceiling and second floor rooms
5. Brick, rock, and siding for exterior walk surfaces
G. Heavy asphalt shingles far roofing
7, A. Ground Sourced Heat Pump Heating and CoolincTSystem (G-SHPHCS) as the
primary heating and canting capability
8. Natural gas for a fireplace, wader heating, clothes drier, and range tap.
Table, ]. presents the drawings for this home project.
These drawing are included as part of this design package or are available by request from
the Klinglers (hcreafter referred to as "Owners..").
Page 4 of 19
Project Plan and Specifications
Klingler Horne of Saddle creek Estates
2. OWNER CONTACT INFORMATION
The Owners can be contacted at the following phone numbers:
Home.
Ron's Cell:
Nita's Cell:
Ron's Office:
■ fan's Work Cell:
The Owner"s e-mail addresses are:
Home:
office:
208356.8445
208.313.5444
208.313.5445
208-5.26-0183
208.520.1037
6
kll'nglerfam@cableojie.net
ron..klingler@inl.gov
The Owner7s current address is 42 South 3000'West, Rexburg, Idaho, 83440.
3. PROJECT APPROACH
The approach for thi's home project will consist of:
May 1 0, 2006
1. A primary contactor that wzll basically enclose the home., including constructing the
following (see sections 5 & G for complete scope of ward and specifications):
a. Foundation
b, Exterior walls
c. Mair level concrete bunt up floor
d. Mein level interior walls
e. Second floor and interior walls
f. Roof
g. Doors and windows
h. Concrete work
2, The owners will perform much of the following tasks:
a. Electrical
b. Plumbing
c. Tahig
d.
1--n. n�shing
e. Yard (Including sprinklers)
f. Miscellaneous tasks
3. Several subcontractors will complete the following tasks:
a. Radiant Floor and Sidewalk
b. deep well
c. Septic ta�a.k and drain field
Page 5 of 19
l
JUL 2 0 2006 ,
C,,Tv MJF REXBIJR
Project Plan and Specifications
KlIncler Home at Saddle Creek Estates
d. Roofing
e. Exterior rock and brick
f. Exterior siding, fascia, & soffit
g. Liquid to Air HVAC
h. ffisulation
L Sheetrock., gaping, and texturingj . fainting
k. Cabinetry and counter tap
I. Carpeting
4. PROJECT UNIQUE SYSTEMS
This section describes the majar unique systems of this home.
1. insulated concrete Forms Exterior Walls
May 10, 2006
This home wzli use Insulated Concrete Farms (1CF) for all of the external walls.
These farms shah be appropriately placed and filled with mbar and concrete to
provide insulated concrete eternal walls.
2. Ground Sourced Huai Pump Heating and Cooling System (GSHP-HCS)
This home will use a Ground Sourced Heat Pump as its primary heating and coaling
system. This system will utilize ground water fed heat pumps to heat and cool the
home, A liquid to air heat pump system vv��ii provide hewing and cooling capabiiiti�es
in all IMng spaces. Thais system will have air filtration and humidity control
capabilities. A second liquid to liquid heat pump will provide healing capability
Through the use of a concxete radiant floor system. The second sysiem axil also have
an outside front concrete sidewalk heating capability. The following figure ( 2.)
provides a black diagram of this system.
Figure 2. Ground Sourced meat Pump Heating and Cooling System
Page 6 of 19
Project Pian and S pecifi cations
Klingler Home at Saddle Creek Estates
May 10, 2006
Current plans are for the GSHPHCS a comprise the following components:
a. ClimateMaster GSW Water -to -Nater Serres heat pumps
b. ChmateMaster GSW Controllers
c. Climate Master Liquid -to -Air Exchangers
d. ClimateMaster approved connectors, source and distn'bution tubes, flow
regulatars, can�:ro� anti �iavv values, drain values, etc.
e. ground water source (baround water �s S to 20 feet deep at an average of 50 to
55 degrees F).
`. Distribution zones i l f. a
N. Internal _LNuid-to-air distribution capability, with air filtration and
humidity controls, to service three zones an the main floor. One,
remote exchanger, placed over the closet in the Office, will service
Zones 1 comprising of the Master Bedroom,, Bath, and Closet; and
Zane 2 comprising of the Great Room, Din'ng Room, Kitchen, Office,
and Entry*
ii.
Intemal liqui*d-to-air distribution capability, with air filtration and
humidity controls, to service the remaining zone on the amain Hoar,
zolle D comprising of she second BedroomB-1-11a, i,aundry, and
Hallways; and Zone 4 the entire secondfloor (Zone 4)
Intemal radiant concrete Hoar distribution loops, as needed for the
Master Bedroom, Master Bath, Diaster Closet, Great Room.,, Dining
Roam., Kitchen, Entry., Office Hallways.,, Bedroom #2-, Bath, and
Laundry areas. The Main Floor Entry., Study, and Bed -room Closets;
Stairway area, Pantry,. and two Storage Rooms, will not have radiant
tubing in their concrete floorillo,.
IV. External rad'
ani concrete distribution loop for franc sidewalk heatqla.
3. Grey Wader Head Recovery system
ri iiiS iiCiii� �r'i�� '�iE.]iL�' a Greyj���.tei Hk-,Iat Rv�^vVPi � cj��,' A3. This system wall
separately pipe the wastewater from the name's primary hat waferappl�ances to a
1 00 -gallon (minimum size) Grey Water Talk with output to the primary septic
system. These appliances shall include the tub, all Three showers, and the dishwasher.
This tank shah have a ground water supply input, copper cail, and output to the
GSHPHCS.
The fallowing ficyure,provides a block diagram of this system.
Page 7 of 19
Project Plan and Specifications
Klinaler Home at Saddle Creek Estates
M -aster. B ed roo.
, o -r -n Shower,
a
Ma'tn. - F 10
or B'th-'
econd1:.:F1-o.o'rSh0\t%,ier
Figure 3, Grey Water Heat Recovery System
May 10, 2006
5. PRIMARY CONTRACTOR SCOPE OR WORK
initiation,OJC V'11 be
the initial vork at the Pr Ct site W1 contract rough earthN
Prior to the primary
completed.
The primary contractor (hereafter reterred to as PC) will:
1. Provide all materials, labor, and management tv complete the PC scope
2. Layout home per plot plan
3. Excavate for footings
4. Form and pour footings, vvith rebar as required
5. Set all Cuonicrete Fown Bloc.-J%c-s, with -s-ebar as required
11
6. Frame for all exterior doors and windows., and other exterior wall penetrations
7. Pour all exterior walls
8. Install water barrier and backfill excavations
9. Excavate for and 'Install all under main floor piping and conduits
Page 8 of 19
Project Plan and Specifications
Klingler Home at Saddle Creek estates
10 . Provide utility interface
1 1. Install electric meter base and distributi on panel
12. prepare for, pour, and finish the main concrete floor
May 10, 2006
13. 7with GSHPHCS Radiant Floor Contractor in setting in floor tubing
14. Erect all interior main floor walls
I5. Set second level floor system
16. Erect exterior colurnns
17. Erect second floor interior walls
18 . Erect roofing system and sheeting
19. het all exterior entry and garage doors, windows, skylights, and gents
20. Prepare and pour the garage concrete floors
2 1. Prepare and pour the concrete pad outside of the garage doors
22. Prepare and pour the concrete pad outside of the back garage and personnel door
23. Prepare, form, and pour the main front entry sidewalk, stairs and landing
24. Meet Project Schedule
6. PRIMARY CONTRACTOR SPECIFICATIONS
The PC shall complete all tasks identified in Section 5 in accordance with all applicable
Idaho State, Madison County, and zndustrY building codes., standards, andPractices.�All PC
provided ma�er�als and supplies shalx be installed and/or used �n accordance with
manufacturer's installation and use recommend ati"ons endguidelines. All PC vcrorkmansh-lp
shall be in accordance with industry standards and good home building practice.
The Owners have developed these specifiGatxons and accompanying drawings. If the PC has
any questions, suggestions, or issues with these specifications or drawings,-, he may contact
the Owner to discuss recommended changes. Identification of issues or problems,
suggestions for dealing with phase issues or problems., and suggestions for desig-n or
specification improvements will be highly valued by the Owners.
The FC is totally responsible for any damage as a result of their activities to the
development/subdivision road, landscaP2ng, and infrastructure. Any damage must be fixed
or pard for to the satisfaction of the Saddl Creek estates Developer.
Page 9 of 19
5
,Moor,
Project Plan and Specifications
Kling{er Horne at Saddle Creek Estates
The following sections provide specific
work presented in Section 5.
May 10, 2006
PC specifications and correspond to the scope of
6.1 Provide all materials, labor, and management to complete the PC scope
The PC shall pravide all the materl'als, labor, equipment, supplies, etc. to accomplish
the PC scope of work. This includes appropriately 'interfacing with the Owners,
Saddle Creek Estates Developer, Madison County, and other building Inspectors,
utility companies, etc., as necessary to successfully complete the PC scope of work
within the praject schedule, as presented in Section 6
6.2 Layout home per plot plan
The PC shall layout the home as specified on the project Plot Plan (drawl' -rig A-101)
and other related drawings. Per the drawings, the finish floor shall be level at 30 to
32 -inches above natural lot grade. Prior to the PC starting work,, the home site will
have the top said removed and pit run matenal set to a depth of approximately 24 -
inches above natural lot grade. As, presented in Section 6. 1 2, this base plus the built
up concrete floor will result in a 30 to. 32 -inch high main floor height.
6.3 Excavate for footings
Is
The.PC shall excavate for the footings min accordance, with the dimensions and
ficati'on on the project drawings. The PC shall ensure that footing depth and
speci1)
s requirements in L rements and
dimensions are accordance with the foam block manufactue
use guidelines, all applicable codes and standards, and appropfiate for thzs location
and the stricture and loading of this home.
6.4 Form and pour footings, with reb,ar, as required
the concrete, pour, and finish the f�oatings.The PC shall form, set the tabor, provide
The PC shall ensure the.footj'ngs are of appropriate size and depth for this location
and home. Rebar shall Ue sized and of sufficient quantity and spacing to meet the
foam block manufacture's requirements and use guidehnes, all applicable codes and
,
standards, and be appropriate for the foam block concrete wall sect"10TIS which willbe
installed on the footings.
6.5 Set all Concrete Foam Blocks, with rebar as required
The PC shall provide and set all concrete foam blocks. The foam block systern shall
be Lag�x SCF or approved by the Owner as equal. The foam block system shall be
structurally strong enough to supporta 12 -foot high concrete wall pour, have
appropriate ro' riate iand external fasteners, and provide a minimum final wall R -value
46
of 40. The PC w.1-11 provide and install tabor size and Of sufficient quantity and
spacing., as needed, to meet the manufacture's installation requirements. The PC shall
e a brick and rock ledge at the final grade height for all locations that show
provi'dinstall, -ig ondrawings. I and use
back or rock exterior siding the project The PC w'11 set
Page 10 of 19
Project Plan and Specifications
Kli-ngler.hlome at Saddle Creek Estates
May 1 0, 2006
the foam block system �n accordance with all applicable codes and standards., as well
as the manufactuz-er's installation and use recommendation and guidefines.
The local Logix TSF D'stributar is Wayne Egbert and he can be reached at 354-2 835,
6.6 Frame dor all exterior d
penetrations and windows,and other exterior wall
The PC shall fi-amc and prepare for all exterior door and window openings, as well as
provide for all exterior wail penetrations. ]oars and windows are specified in the
Doan and Window Tables on the project drawings (A-502) and in Section x.22.
The PSC shall provide for all exterior wall penetrations as follows:
I - Input power
2.
Input gas
3. input telephone
4. Output to sewage system
5.
Elean-cal output to deep well
6. Water input from well
7. GSHPHCS water Tines, tubing, and controls (see Section 4.1 for additional
system descnption), This will require interface with dhe Radiant Floor
Contractor.
8. Electrical conduits for one front and two rear electrical outlets
9. Electrical conduits for front and gear water features
14. Piping for one front and one rear water facets
11. Venting for gas clothes dryers and gas fireplace.
6.7 Pour all exterior wars
The PC shall provide the concrete, concrete pumping capability, appropriate vibrating
capability, and all labor to pour and finish the external concrete ��valls. The tip of the
wall shall include all necessary anchoring bolts or devices to appropriate�.y and
securely attach the second floor and roofing system. Concrete shall be placed in
accordance with the foam block manufacturer's installation and use requirements and
guidelines.
Page 11 of 19
Project Pian and Specifications
Kt;nniPr Hom.e at Saddle Creek Estates
May 10, 2006
6.8 Install water barrier and backfill excavations
The PC shall install an apprapnate, and as speci�eci by the f oam block manufacturer,
water barrier on the outsi�.c of the foam block to a height of the final grade level.
The PC shah backfill, compact, and grade all excavafians.
fi=g Excavate for and install all under main floor piping and conduits
Vile PC -4 sh10
a11 excavate nor a�I unaer main fluor piping, conduits, and grey water tank.
This shall include.
1. The fallowing grey Vater Head Recovery plumbing lines (See Section 4.2 for
additional in:formaiion) plumbing Tines:
a. 2 -inch gray water Tine from the master bath. tub and shower locations
to the grey water tank
b. 2 -inch gray water line from the other main float batli shower to the
grey eater tank
c. 2 -inch dray wader Zine ftom the 2x6 wall location for the second floor
shower to the gey water tank
d. 2 -inch gray water line from the kitchen dish washer location to the
grey eater tank
2. The following additional waste system plumbing dines:
a. 4-1-1cll sewer finefora the �i�aStE� u�.��'� to���� �c�cat�an ca she main
sever line
b. 4-0nch sever line from the other main float toilet Incaiion to the main
sewer line
c. 4-1*iach sewer line from the 2x6 wall location for the second floor toilet
to the main sewer line
d, 2-inchli'ne from the maser bath sink and clothes washer to the main
sewer water line
e. 2 -inch dine from the other main floor bathroom sink to the mein sewer
line
f 2 --inch line from the kitchen sink to the main sewerline
g. 2 -inch hne from the 2.x6 wall location to serve the upstairs sink to the
main sewer 11"11c.
Page 12 of 19
Project Pian and Specifications
Kfl'ngler Mame of Saddle Creek Est -cites
May 10, 2006
h,. 2 -inch dine from the, laundry clashes washer and sink to the main sewer
Zine.
�. Other, as required, to complete the plumbing system to provide the
functionality presented on the project drawings
Note.- Lines identified above da not need to be separate �ine�. They can be
�nte- grated together in accordance with plumbing codes, standards, and
practices.
3. A 1 00 -gallon minimum gray water lank shall be provided and installed.in the
location identi'fied on the project drawings. This tank will receive vvann to hot
water from the showers, tub, and dishwasher. An output Rine from thegr ev
mater tank will gravity feed to the septic system and tares from. near the
bottom of this tank. This tank shall have, a ground water supply input, copper
coil, and output to the GSHPHCS. This tank shad be constructed ofpaly
material capable of performing this ftaiction for the life of this home. (See
Sections 4.1 and 4.2 for additional information).
4. The fallowing electrical conduit
a. Input 240VAC power to a meter base located on the east facingexterior
wall of the second garage, as shown on the, project drawings.
A conduit will run from the meter base directly through the concrete
gall to a main beaker panel. The main input power will continue
from this main breaker paned to a distribution panel that will be located
in the Utility and Storage Room as shown an the project drawings.
b. Two — 314 inch conduits from entertainment center to designated
locati'-on in Great Room. This 1s to, provide 120VAC power and video
lines to the center of the Great Room.
c. Other conduit as necessary to feed the circuits identified a.n Section
6.6.
5. Natural gas piping from exterior wall input location to the following:
a. Back end of Utility and Storage Room
b. Directly behind the Laundry Dryer
C. Adjacent to gas range kitchcn wall
d. Behind gas fireplace
e. Directly behind Masser Bedroon-i Dryer (for dryeir and instant gas
water heater)
Page 13 of 19
Project Plan and Specificafions
Klin,aler Home at Saddle Greek Estates
Q
May 10, 2006
6. Other, as required, to provide the functionality presented on the project
drawings and in this specification.
610 Provide utility [nterface
The PC shah excavate to an acceptable depth a trench from the utility input/output
location to the lot 19 utility connections. The PC shall provide and install direct
bun"al 240VAC electrical feed cables, natural gas line, and telephone cables. The
electrical cables shall be sized appropriately for this project, These cables shall run
from the supply Transformer to the meter base. The electrical cabling and energising
shall be done in coazdinafian with and at the approval of the power utility company.
The PC shall be responsible to provide and 'install the natural gas pipe or coordinate
the natural has pips installation and hookup to be done by the natural gas utility. In
either case, the PC should include the costs of installation of this piping and miter
from the connection paint to the home gas meter as part of the PC's scope of work.
All natural gas piping and system Installation shad be coordinated with the gas utility
and installed to Their specifications.
The telephone direct burial cable shall be capable of handling two independent phone
lines and appropriate dor direct burial. All telephone cable 'Installation shall be zn
accordance with telephone motility specif cations.
The utility trench shall be backfilled, appropriately compacted, and surface graded.
6.11 Install electric meter base and distribution panei
The PC shall provide and install the electrical meter base and a 2Q+0 -amp main breaker
electrical disconnect panel. The PC shall interface with the power utility to inspect
the insiailation and energidisconnectctze the power system �o the main panel. The, PC
can install temporary local power from the main panel, as needed, 0 and in accordance
with all electrical codes and standards to support the PG construction efforts.
6-.12 Prepare for, pour, and finish the main concrete floor
The PC shah prepare the main floor bass in all ways, including proper leveling and
compaction of the pit Arun graveUsand, as welll, as the instal.1ation of all under floor
piping and conduits, and insulation. Sub -floor piping and conduits are specified in
Section 6.9 above. The PC shall install insulation between the sub -parade and the,
concrete. This insulation shad] have a minimum floor "R." value of 10. The PC shall
ensure uniform insulation across the entire floor area. A 1 -foot diameter area shall be
legit around all main floor tub and shower drainpipcs to allow for final plumbing
installation. The PC shall pour and finish the main concrete floor in accordance with
all standard concrete and building codes, standards, and practicles. This concrete floor
shall be a minimurn of 3 inches deep.
Page 14 of 19
Project Plan and Specifications
KlIngler Horne at Saddle Creek Estates
May 1 0, 2006
6.'13 Interface with GSHPHCS Radiant.F1oor Contractor in setting �n floor
tubing
This home will have a GSHPHf---,%.,Q see Section 4.1 and Figure I). The PC shall
interface and coordinate vv�th G�I�PHCS Radiant Floor Contractor in settia�g all floor
tub�ng, can�rols, and system components. The inferior radiant floor .or tubing
Will be installed d�lrectly over the rigid ixlsulation. Tubing will be installed and tested
in accordance with all manufacture specifications, standard, and installation
reau7rements and �uid�lines. This incudes separation distances, turning radzus,
fastening, and testing requirements. All radiant floor tubing will originate and
terminate in the Heal Pump area of the Utility and Storage Room. The radiant floor
tubing system will be installed and tested imn accordance with all applicable code,
standards, and standard practice,
x.14 Erect all interior main floor wads
The FG shad build and erect all interior main floor wars, except the short closet walk
In the rrYas#ex closet and the 45 -degree fireplace wall, as shovt�n ��� the project
drawings. With the exception of the 2x6 wall in the main floor bath, all walls shall be
constructed with 2x4 materials. All Muds and plate materials shall be of goad quality
and acceptably straight. All wars shall be canstnicted 'in accordance with applicable
buildngicodes and standards, and in accordance with standard building practices.
6-15 Sed second level floor system
The PC shall build and erect the second bevel floor system as shown on the project
drawings. This flooring system shall include all TJT',s and associated hangers and
plates., as well as floor deckl`ng- The floor decking spoil be longue and groove
ply�Tc�d, v�hicl1 shall be gleed and �c�eweu to the flooring �ystern to ��znimiz� any
Horse. The flooring system. shall meet all app�icab�e floor loading codes and
standards for thzs project applzcaii6on.
6.16 Erect exterior columns
The PC shall construct the four exterior column footings �.s specified on the project
draw2ngs. The pC shall build end erect the two extenor front and two exterior rear
columns as specified on the project drawings. The columns shall bc constructed of 3 -
.Inch schedule 40 pipe with app�opriaie bottom places, lop saddles, and fasteners.
These columns shall, be constructed �.nc� install in accordance with X11 applicable
codes and standards for this project installation.
x.'17 Erect second floor interior wills
The PC shall build and erect all interior second floor wars as spawn on the project
drawings.
All walls shall be constructed with 2x4 materials. AIS spuds and place
maienals shad be of good qualityctnd acceptably straight. All walls h
11 be
constructed In accordance with applicable building codes and standards, and in
accordance with standard building practices.
Page 15 of 19
Project Plan and Specifications
KI'Inaler Home at Saddle Creek Estates
x.'18 Erect roofing system and sheeting
May 10, 2006
The PC shall interface with a truss manufacturer to provide a roofing system
appropriate for this home and location. The roof drawing plan,. drawing A-401, has
not been reviewed by structural professionals and may need to be adjusted to ensure
proper spacing and strength. The Owner shall �.pp�-ove any variations �o the roofing
plan that affects the renal intemal or external structure or functionality. The PC shall
provide and install all roof system components, includxn� trusses, TJIs, and roof
decking. The PC shall construct the roofing system to include the necessary o-penings
for skylights and venin as shown on the project drawings. The PC shall provide all
materials and Tabor to provide a complete roofing system, including all overhangs,
fascia,, valley, and roof decking. All roofing system components shad be constructed
and installed, in accordance with applicable building cods and standards, including
appropriate goof loadings, and in accordance with standard building practices,.
6.19 Set all exterivr, entry and garage doors, windows, skylights, and vends
The PC shall provide and install per manufactures requirements and guidelines the
followin,g doors, windows, sky] ghts, and vends
1. The front entry door shall be a 42 -inch wide by SO -inch high Masonite'Tucson
half Liffe 2 Paned exterior rnsulated steel door with drilled out doorknob and
deadbolt holes,, or owner approved equal.
2. The rear entry door and back garage personnel door shad be a 36 -inch wide by
80 -inch high Masonite half Lite 2 Panel with dear glass exterior 'insulated
steel door with drilled out doorknob and deadbolt hales, or owner approved
equal.
3. The two doers into the garages shall be 36 -inch wide by 80-I'nch high
Masonite exterior insulated steel door (no windows with drilled out doorknob
and deadbolt holes, or Owner approved equal.
4. The garage doors shall be three 9 -fool wide by 8 -food high and one 16 -foot
wide and 8 -foot high Martl'n Garage Doors or Owner approved equal. These
doors shall be Adobe Stone in calor.
S. All. exterior windows shall be Milgard Style Line Vinyl. Senes windows, or
Owner approved equal. All windows in this project are horizontal slide,
vertical side, picture, radius, or casement windows. All windows shall be
casings shad be fan in color.
6. The three skylights, which shall be installed as part of the roofing system,
shall be Milgard Motorized Skylights, with auto rain detection and closing
capability, and dark brown frames, or Owner approved equal_
Page 16 of 19
Project Plan and Specifications
Klingler Home at Saddle Creek Estates.
7. The tube skylight, whi
be a 14 -inch Solatube,
equal.
May 10, 2006
h shah be installed as part of the roofing systGj-n, shall
with a dark brown fop dome frame, or Owner approved
8. The vents shah be appropriate for this function and dark brawn in color
Additional information is prav�ded i� the Door and �1Vindows Tables o�� the proi ect
drawings (A-502.). All exterlo�- dii()1111),s, windows, skylights, and vents shall be installed
IP
in accordance with all applicable codes, standards, and standard building practices
and manufactures requirements and guidelines.
6.20 Prepare and pour the garage concrete fi rs
The PC shall prepare, including proper compaction, pour, and finish, the two garage
concrete floors. as shown an the pyajec� drawings. These floors shall be a minimum
of four inches thick and be finished with a smooth finish as typical for internal garage
concrete floors. The. floors shad have bread or stress cut ]fines to minimize concrete
cracking.
6.2'! Prepare and pour the concrete pad outside of the garage doors
The PC shall prepare, including proper cam action, pour, and .finish the concrete pad
outside the two garages as shown on the project drawings.
All exterior concrete pads shall be poured wi,th six bag concrete mix and with
reznfoxcernent fibers. This pad shall be a large 24 --foot by 42 fOot rectangle that
includes the area outside of the two garages and extends to the north as shown on
drawing A- 10 1 . This pad shill be formed or cut into equal sections that are not
longer than 8 feet on any side. This pad shad have a slope of a mznimum of 1 -inch in
12 -feet away from the hone and the two garages. This pad shall be a minimum of 4-
inches thick and shall be finished with a swirl, semi -rough finish as is typical for
exterior concrete pad surfaces. This concrete work sha�I be competed zn accordance
with all applicable code and standards and in accordance with professional concrete
workmanship.
6.22 Prepare and pour thte pad on the backside of the second
garage and personnel doors
The. PC shall prepare , including proper compaction, pour, and finish, the concrete pad
on the backside of the second garage and personnel doors as shaven o�� the Project
drawings. Thi's exierior concrete pad shall be, poured with six bag concrete mix and
with reinforcement fibers. This ped shall be 4 feet wide and extend to a minimum of
2 feet beyond each door. This pad shall be formed or cut
into equal sections so that
no section is longer than 10 feet. This pad shall have a slope away from the home,
and the doors. This pad shall be a minimum of 4 -inches thick and shah be finished
with a swiri, semi -rough finish as is typical for exterior concrete pad surfaces.
Page 17 of 19
Project Plan and Specifications
Klinaler Horne at Siddle Creek Estates
May 10, 2006
6.23 Prepare, form, and pour the main front entry sidewalk, star's and
landing
The PC shall prepare, including proper compaction, pour,, and finisb, the concrete
maim frank entry stairs end ��.nding as shown on the project drawings. Thio s ex#.erior
c�ancrete pati shall be poured with six hag concrete mix and with reinforcement fibers.
The two concrete steps shall have 7 -inch rises and 14 -inch runs. These steps and
landing shall have an appropriate drainage slope. This con ere te sidewalk, steps, and
InndiT a shall be colored and fim'sh stamped. This concrete shall be a tan base color
with a dark brown release agent and accent colo.
owners in determining final color and stamping.
finish that is formed or cut into equal sections so that no section is longer Than 6 feet.
The PC shah interface with the
The sump shall beano-fine rock
The PC shall prepare, including proper compaction,, pour., and finish, the front.
concrete main entry sidewalk in ftont of the main entry door as shown on the project
drawings. The sidewalk will not be directly straight, it will have some curvature and
the PC shah work closely with the owners in determining the exact sidewalk layout,
color and finXsh.
The GSHPHCS heating tubing will allow heating of this concrete sidewalk �n winter
conditions. The PC shad interface wish the Radiant Floor Contractor to install the in -
concrete liquid heating tubing. The radiant heating tubing will Originate and
te,�-�inate in the Heat Pump area of the UWity and Storage Roam. The radiant
Ilea ina tubin� shall be installed to minimize tubing; stress at the concrete form break
or r.111 sectiQns and shall_ be installed in accordance with X11 tubing manufacture
guidelines and specifications. This sidewal.k, steps and landing shall be completed in
accordance with all applicable standards and best professional concrete practices.
seer lines are place, the owners
Once. the PC installed home will haeme the septic
system and limes installed before this sidewalk Is installed.
6.24 Meet Project Schedule
The PC contract will be awarded in early May 2006 and work can beginimmediately..
The PC shall finish all necessary work to allow other owner contracted exterior tock
and brick, siding, and roofing subcontractors to being work on September 18, 2006•
The PC shah have the scope of work identified in Sections 5 and 6 satisfactorily
completed by October 20, 2006.
Page 18 of 19
0
Project Plan and Specifications
Klingler Home at Saddle Creek Estates
7. SUBCONTRACT SCOPE OR WORK
May 10, 2006
Once the PG has completed their contract and basically -enclosed the project, the Owners will
contract with appropnate subcontractors or perform the work themselves to complete this
6
protect.
The Owners pian on performing the following i)roject tasks:
I . install the electrical and wiring systems
2. Install final plumbing systems and components
3. Set all floor and wall filing
4. Complete all fim'sbing tasks
S. Complete all yard watering and landscaping
G. Complete all miscellaneous tasks
The owners will contract with appropriate subcontractors to perform the following tasks:
I - Install Radiant Floor Heating System
2. Drill deep well and install homy and yard pumps (planned for Tate surnnier 2006)
3. Dig and install septic tank and drain field ( for late summer 2(]06)
4. Install the bu.i1dup laeavy asphalt roofing (planned for September and October 2O06)
S. Set exterior rock and brick (plarmed for September and October 20x6)
6. Install exterior siding, fascia, and soffit (planned .for October and November 2Q06)
7. Install wall and roof insulation
S. Install sheetrock and complete taping, and texturing
9. Instar and startup GSHPHCS
10. fainting
1 1. Constract and install of all cabinetry and counter top
12. InStall all floor Pad and carpe
8. SUBCONTRACTOR SPECIFICATIONS
Separate subcontractor specification similar to thi's PC Specification will be developed and
used to specify the work to, be competed and the requirements that must be met by each
subcontractor.
Page 19 of 19