HomeMy WebLinkAboutHousingSpecs1
HOUSING SPECIFICATIONS
Prepared by: Oshkosh City Staff
Community Development Department
For the Project: Redevelopment Authority Infill Lots
Prepared July 2025
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I N T E N T I O N
The intention of this document is to set the baseline standard for housing
developments that will be located on RDA Infill lots.
The development of infill lots has always been a goal of the RDA. The infill lots
have historically been available but underutilized. To maximize these assets, the
RDA aims to implement housing specifications that ensure uniformity and safety in
new developments. These specifications, initiated by a comprehensive housing
study and reviewed by city staff, are intended to align with community needs and
enhance neighborhood cohesion. The RDA reserves the right for staff discretion in
the implementation of these housing specifications with the ability for staff to adjust
the requirements as may be required in unique lot circumstances.
These housing specifications are intended to guide the properties to include the
following attributes:
- Basement, whose square footage shall be at a minimum half of the square
footage of the ground floor
- Garage, whether attached or detached to match the surrounding
properties
- Requirement to still meet all city planning and building
inspection code requirements
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BUILDING CODES
The City of Oshkosh implements building codes derived from the Wisconsin Commercial
Building Code (WCBC). Compliance with the International Building Code (IBC) is essential,
forming the foundation for ensuring safety and compliance with structural, fire prevention,
and accessibility standards.
ELECTRICAL CODES
Oshko sh follows the National Electrical Code (NEC), which is mandated by Wisconsin
Electrical Code. The NEC provides standards for the safe installation of electrical wiring and
equipment, aiming to protect people and property from electrical hazards.
PLUMBING CODES:
The Wisconsin Plumbing Code serves as the primary guideline, with integration of the
Uniform Plumbing Code (UPC) where applicable. These codes ensure plumbing installations
are safe, sanitary, and adequate for public health needs.
IMPLICATIONS:
These codes ensure that infrastructures within the City of Oshkosh uphold the highest
standards of safety, legality, and efficiency. Staying updated with any amendments in these
codes is critical for all construction, renovation, and installation projects. Further references
might include investigation into relevant zoning laws or energy efficiency standards that
complement these building -related codes.
Please visit City of Oshkosh Inspections Division to view full codes:
https://www.oshkoshwi.gov/InspectionServices/CodesAndOrdinances.aspx
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DIVISION: GENERAL REQUIREMENTS
015 0 0 0 - Te m po r a r y F a cili ti es an d Contro l s
T h i s w o r k s h al l c on si s t o f the a p p li c a t i on o f t e m p o r a r y m e as u re s t h r o u gh ou t t h e
li f e o f t h e p r o j e c t .
015 1 0 0 - Te m po r a r y Util iti e s
A l l c o n n e c t i o n s a n d ex t e n s i o n s r e q ui r e d t o p r ov i d e t e m p o r a r y u ti l i t i e s s ha l l b e
m a d e b y t h e C o n t r a c t o r a t the C o nt r a c to r 's exp e n s e .
015 1 1 3 -Tem po ra r y El e ctricit y
C o nt r a c t o r t o p r o v i d e an d i n st al l t e mp or a r y p owe r f o r c o n st r u c t i o n s it e . C o nn e c t
t o e x i s t i n g p o w e r s e rv i c e wi t h o u t d i s r u p t i ng lo c a l s erv i c e re q u i re m e n t s . P ow e r
feede r s er v i c e c h a r a c t e r i sti c s s h al l b e c o mp a t i b l e wi t h t h e s er v i c e fr o m wh i c h i t i s
t a k e n . S i z e , t y pe , an d l o a d i n g s hal l b e pe r r e q ui r e m e nt s a s e s t a b l i s h e d b y t h e
N a t i on a l E l e c t r i c C o d e (NEC). T h e c on t r a c t or sha l l p r o v i d e m a i n s er v i c e
d is c o n n e c t a n d o ve r -c u r r e nt p r ot ec t io n a t a c o n v e ni e n t lo c a t i o n i n a c c o rd a n c e
wi t h t h e NEC . T h e C o nt r a c tor sha l l p r o v i d e p ow e r o u tl e t s f o r c on st r u c t io n
o per a t i on s , w i t h br a n c h wi r i n g a n d d i s t r ib u t i o n b o x e s l o c a t e d a s n e ce s s a r y a n d
sh al l p r o v i d e f l e x i b l e p o w e r c ord s a s re q u ired . P r o v i d e a n d i n st al l d i st r i b ut io n
e q u i p m e nt , wi r in g a n d o utl e t s t o p r o v i d e si ng l e p h a s e br a n c h c i rc u i t s f o r p o w e r
a n d l ig ht in g .
015 1 2 6 - Te m po r a r y Li gh tin g
C o nt r a c t o r t o p r o v i d e an d i n st al l t e m p o r a r y li g h t i n g f o r c o n s t r u c t i o n s i t e . P r o v i d e
a n d i n s t a l l t e m p o r a r y lighting i n a l l wo r k a re a s su ff i c i e n t t o m ai nt ai n a l ig ht in g
l eve l d u r i n g w o r k i n g h o u r s n o t l e s s th a n t h e l igh ti n g l e ve l re q ui re d b y O S H A
st a n d a r d s . A s pe r m a n e n t l i g h t i ng f a c i l iti e s a r e c o m p l e t ed , t h e y m a y b e u s e d i n
li e u o f t e m p o r a r y f a c i l i t i e s . P r ov i d e t e mp or a r y l i g h t i n g a s re q ui r e d t o sa t is f y
s a fe t y a n d s e c u r i t y re q u i re m e nt s .
015 2 0 0 - Con str u ctio n Fa ciliti e s
Fi e l d o ff i ce s a n d s h e d s , i f pr ov i ded , s hal l b e p or t a b l e o r m o b i l e b u i l d i n g s , o r
b u i l d i n g s c o n st r u c t e d w i t h f lo o r s r a is e d a b ov e th e g r o u n d , s e c u re l y f i xe d t o
f o u n d a t io ns , w i t h st e p s a n d l a n d i n g s a t e nt r a n c e d oo r s . S t r u c t u r a l l y so u n d ,
s ec u re , w e a t h e r t i g h t e n c l o su r e s f o r off i c e a n d st o r a g e .
015 8 0 0 - P ro j e ct I den tific a ti o n
Wi t h i n 1 5 d ay s a f t e r t h e c o mm e nc e m e n t o f w o r k , pr o v i d e on e pr o j e c t
i de n ti f i c a t i o n s ig n a t t h e loc a t i on s i n d i c a t ed . Mai nt ai n s i g n t h r o u g ho u t t h e li f e o f
th e p r o jec t . O n t h e s i g n , li s t t w o p o i n t s o f c o n t a c t b y name a n d t e l e p h o n e n u m ber .
I s s u e d pe r m i t s t o b e p o s t e d a t fr o n t o f al l n e w h o us in g p r o j e c t s a l o n g w i t h
a ddre ss .
016 0 0 0 - P rodu c t R equ ir e m en t s (S c op e of Wo r k)
A l l m a t er i a l s sh a l l b e i ns t a ll e d i n st r i c t a c c ord a n c e w i t h th e m a nu f a c t u rer 's
w r i tt e n s p e c i f i c a t i o n s o r Ma t er ial 's I ns t i tut e S tan d a rd s . W h er e t h e m an u f a c tu re r 's
rec o m m e n de d de t ai l s a r e us ed , th e m a nu f a c t ure r sh al l b e r e s p o n s i b l e f o r th e
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perf o r m an c e o f th e i r p r o d u c t . A l l I t e m s n o t spe c i f i c a l l y m e n t i on e d th a t a r e
re q ui re d t o m a k e th e wo r k c o m p l e t e a nd operational s h a l l b e i n c l u ded .
I n st a ll a ti o n an d S to r ag e - All materials, supplie s and equipment shall be
installed per manufacturer's recommendations and per applicable codes and
requirements. Material stored on site shall be protected from damage by moisture,
wind, sun, abuse, or any other harmful effects.
016 4 0 0 - Ow ne r -Fu r n is he d P r odu ct s
C o nt r a c t o r i s n o t re s p on si b l e f o r pr o d u c t s f ur nis h e d b y t h e ow n e r t h a t a r e
d a m a g e d p r i o r t o o pe n i n g o r r e ce i v i n g . Ad d it iona l w o r k re q ui re d t o i n st a l l o w n e r
f u r n i s h e d p r o d u c t s w i l l b e c h a r g e d t o t he ow ne r a n d d u e u p o n i n st allation.
017 0 0 0 - Exe c uti o n and Cl o s eou t Requ ir e m en t s
T h e ex e c u t i o n o f a l l w o r k s ha l l b e i n s t r i c t a cc o r d a n c e wi t h t h e s e s p e c i f i c a ti o n s
a n d m a nu f a c tu re r 's w r i t t e n s pec i f i c a t io ns o r Ma te r i a l 's I n s ti t ut e S t a n d a rd s .
Wh er e t h e m a nu f a c t u re r 's rec om me n de d d etails a r e us ed , th e m a nu f a c t u r e r sh a l l
b e re s p o n s i b l e f o r t h e p e rf or ma n c e o f t he ir pr o d u c t . A l l w o r k n o t s pec i f i c a ll y
m e nt io n e d t h a t i s re q u i r e d t o m a k e th e w o r k c o m p l e t e an d o p er a t io n a l s ha l l b e
in c lu ded .
C ode s - C o n s t r u c t io n sha l l c o m p l y w i t h a l l a p p l i c a b l e s ta t e (W I U D C), a n d
lo c a l b u il d i n g /zo n i n g c o de s . I t i s th e r e sp o ns i b i l i t y o f t h e C on t r a c t o r a n d
O w n e r t o e n s u r e c o m p lia n c e w i t h s a id c ode s a n d mo d i f y th e s pe c i f i c a t i o n s
a s n eede d t o c o m p l y w i t h s u c h c o d e s.
Mea s u r e m ent s - T h e C o n t r a c t o r s h al l c hec k a n d ver i f y a l l d im e n s i o n s a n d
c o n d i t i on s be f o r e p r o ce e d i n g w i t h c o n str uc t i o n . D o n o t s c a l e dr a w i n g s .
N o t e d d i m e n s i o n s t a k e p recede n c e .
Wo r km an sh i p - Wo r k m an s h i p sh a ll c onf o r m t o t h e b e s t an d h i g h e s t
st a n d a r d s o f q u a l i t y i n e a c h t r a d e a n d s hal l i n c l u d e a l l i t e m s o f f a br i c a t i o n ,
c o n st r u c t i o n , a n d i n s t a l la ti o n . A l l w or k s h al l b e c o m p l e t e d b y s ki l l e d
t r a de s m e n a n d m e c han i c s . I n st a ll a t i o n of a l l e q u i p m e n t a n d m a t er i al s s h a l l
b e i n st r i c t a c c o rd a n c e w it h ma nu f a c t u re r s re c o m m e n d a t io ns .
018 0 0 0 I n s ur an ce - Builders Risk Insurance shall b e maintained by the contractor
during the course of construction until final acceptance by the owner. All bonding and
insurance requirements shall be coordinated with the Owner prior to beginning
construction. All bonding and insurance requirements shall be coordinated with the
Owner prior to beginning construction.
DIVI S ION : E XI STI NG CON DI T I O N S
020 0 0 0 - Ex isti n g Cond iti on s
Contractor shall review construction documents and pr ovide necessary site work,
excavation and grading as required to construct said pr oject.
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024 1 0 0 - De m oliti o n
Provide all labor, materials, and equipment to perform the required demolition of existing
pavement no longer needed for access or parking, abandoned utilities and structures
which interfere with the proposed construction. When required install chain link fencing
around the area of demolition work. Protect all adjacent areas not to be demolished.
Remove all debris from job site before construction begins.
028 0 0 0 - Fa cilit y R emed i ati o n
Contractor to abate any hazardous material or substance before beginning constr uction.
Contactor shall contract with a properly licensed and qualified hazardous material
contractor.
028 1 0 0 - T r an s port at io n an d Dis po s a l of H aza r dou s Ma t e ri a l s
Remove and dispose of any hazardous material before beginning construction. Contactor
shall contract with a properly licensed and qualified hazardous material contractor.
032 1 0 0 - Re i n fo rcin g S t eel
Reinforcing steel (rebar) shall be minimum ASTM A615, g rade 40. All reinforcement
splices shall be in accordance with ACI318 for "Strength Design." All reinforcement steel
shall be accurately placed, rigidly supported, and firmly tied in place with bar supports
and spacers in accordance with ACI 301 and ACI 318, 332 residential concrete.
032 2 0 0 - We l de d W ire Fab ric R e i n f o rci ng
Welded wire fabric shall conform to ASTM A105 and be located in the center of the depth.
Install at slab on grade conditions.
033 0 0 0 - Foo ti ng s
Poured footings shall be constructed according to ACI 332 for residential concrete. Center
all footings on walls, piers, or columns above unless otherwise noted. All footings shall
rest on undisturbed virgin soil with minimum soil bearing allowable of 2500 psf, tested for
95 percent compaction, or 3/4" stone compacted in 12" lifts to 95 percent density if fill is
required.
033 0 01 - S l a b o n Gr ade Founda ti on s
Concrete floor slabs shall be constructed of 4,000 psi concrete, 4" thick . Place slabs over
well-compacted granular fill compacted in 12-inch lifts to 95 percent density per AASHTO
T-180 Proctor, and a 4 or 6 mil vapor barrier. Construction or control joints shall be
provided in slabs on grade so that the maximum area between joints shall be 400 sq. ft. and
the length of that area is not more than twice the width. Provide smooth steel trowel finish
for all interior slab areas and garage surfaces. Provide broom finish texture for all exterior
slabs. Slope exterior patio or porch slabs away from building at 1/4" of drop in elev ation
for every 1'-0" in distance. At garage slab, provide positive drainage and taper lip at
garage/overhead door.
033 0 02 - Pou re d Conc r e t e B a s e m ent Wa l l s
Poured walls shall be constructed according to ACI 332 for residential concrete or of 3000
psi concrete with #5 re bar (reinforcing steel) at 12" x ·12" on center (OC) placed in a
vertical grid. Thickness of walls shall be a minimum of 8" thick for 8'-0" high, 10" thick for
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9'-0" high, 12" thick for 10' -0" high. Patch all voids and depressions exceedin g 3/8 inch in
any direction. Provide appropriate waterproofing syste m around the exterior perimeter
and install drain tile or form a drain.
033 5 0 0 - Con cr e t e Fi n is h i n g
Repair of surface defects shall begin immediately after removal of form or pouring of slab
foundation. Provide smooth steel trowel finish for all interior slab areas and garage
surfaces. Provide broom finish texture for all exterior slabs. Slope exterior patio or porch
slabs away from building at 1/4" of drop in elevation for every 1'-0" in distance. At garage
slab, provide positive drainage and taper lip at garage/overhead door. Patch all voids and
depressions exceeding 3/8 inch in any direction.
D IVI S IO N : WOO D, PL A STI CS , AN D CO MP O S I T E S
060 0 0 0 - Wood , P l a stics , an d Co m po sit e s
Contractor shall review construction documents and provide labor and materials
pertaining to carpentry work as required in said documents and as specified herein, while
complying with all applica ble building codes.
061 0 00 - R oug h Ca rp e n tr y
Lumber shall be of live, sound stock and properly drie d. Pressure treated lumber shall be
used where any lumber shall come into contract contac t with concrete, masonry block or
soil and when using as support members for decks, porches, or balconies. Lumber for use
at exterior shall have a maximum 12 percent moisture content, for dry climates 9 percent is
recommended. Provide adequate bracing and shoring during the construction process.
Studs and joists cut to install plumbing and/or wiring shall be reinforc ed by adding metal
or wood structural reinforcing to strengthen member back to original capacity and
maintain structural integrity. W o o d Spe c i e s s h o ul d b e #2 Spr u c e -P i n e -F i r o r be tt e r .
061 1 0 0 - Woo d F r amin g
Floor Framing - Install pre-engineered trusses and framing per manufacturer's guidelines,
details, and construction documents. Pressure treated lumber shall be used where any
lumber shall come into contact with concrete, masonry block, roof curbing or roof
blocking.
Gir de rs : Install girders in pockets formed in the foundation or on top of the sill
plate. The pocket should allow a minimum of 1/2" on both sides for circulation.
S ills : Install single 2"x 6", solid pressure treated lumb er horizontally over
continuous sill seal on foundation. Bore hole s in sills for anchor bolts.
E x t e ri o r Wa ll s - All exterior walls shall be constructed with 2"x 6" wood studs at
16" on center {OC) (unless otherwise noted), with single bottom plates and double top
plates throughout. Where interior partitions meet exterior walls, install 2 studs fastened
together with 2"x 6" blocks approximately one foot long.
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Where exterior openings occur on exterior walls, provide structural headers
designed to carry the loads for the openings. At windowsills, provide a single piece of 2"x
6" lumber. Provide double jacks or liners for openings 6'-O" wide or greater, unless
otherwise noted. Provide braced wall panels per WI UDC requirements, and submitted
wall bracing plan Provide 7/16" plywood sheathing wall bracing.
Fa sci a an d So ffi t - Provide and install aluminum fascia and soffit. Wrap all
exposed edges to fully enclose sub-fascia structure. See manufacturers recommendations
for complete installation guidelines.
064 3 0 0 - Woo d S t a ir s an d R a ili ng s
Heights of treads, lengths of risers and overall width of stairs shall comply with applicable
building codes.
The vertical dimension of one riser (max 8 inches) and the horizontal dimension of
one tread (min 9 inches) will total 17" or 17.5". Maintain a minimum of 6'-8" headroom
measured from the front edge of the tread to a line par allel to the stair run.
UDC stair requires riser max 8”, tread minimum 9”. Head room 76”.
066 0 0 0 - Vi ny l Co l u mn W rap s
Store and handle in strict compliance with manufacturer's written instructions and
recommendations. Protect from damage due to weathe r, direct sunlight, excessive
temperature, moisture, surface contamination, construction operations and other causes.
Provide and install 8"x8" square x 8' high, expanded cellular PVC square col umn. Non•
tapered, smooth shaft, standard capital, and base, Prime and paint.
F l oo rs /w all s -- Install R 21 spray foam, polyurethane insulation at box ends of rim
joists. If applicable, between crawlspace and first floor, install 5 -1/2" batt insulation with an
R value of 19. Walls, install R -19 insulation or per submitted ResChec k. If applicable,
install 5-1/2" batt insulation in floor system between first and second floor to provide an R
value of 19 for sound attenuation.
Ce ili ng s – Will depend on ResCheck.
Founda ti o n - Will depend on ResCheck. Slope away from building at 1 1/2" or 2” per
foot. Install frost wall 48" below finished grade, along garage/overhead door opening.
073 1 1 3 - As phal t Shi ng l e s
Provide 30-year CertainTeed Landmark dimensional shingle, or approved equivalent, over
one layer of 15# felt. Support roof system with pre -engineered truss system to meet dead
and live load requirements as specified by manufacturer.
Provide and install ice and water shield (one course) on all eaves and valleys.
Provide and install Air Vent, Shingle Vent II, or approved equivalent ridge venting as
indicated on plans (no roll shingle vent).
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074 6 0 0 - S i d i n g
Provide and install engineered exterior siding in accordance with construction documents,
applicable building codes and manufacturers guidelines. Provide all necessary starter
strips, drip cap, corner detailing, etc. required by manufacturer and as stated in
construction documents.
076 0 0 0 - F l a s h i n g an d Shee t Me ta l
Install appropriate flashing at all joints of chimneys, dormers, walls, vent pipes and other
connection points to prevent the infiltration of water. Flashing shall be assembled of 26
gauge minimum galvanized, corrosion resistant sheet metal. Valleys shall be wrapped
with 20" wide galvanized flashing and extend 10" in each direction from center -line of
valley. Use 4" wide x 4" high x 10' long galvanized flashing betwee n wall siding and roof
surfaces and step flashing between masonry and roof surfaces. Keep flashing concealed
except where exposed on vertical surfaces or counter flashing.
If copper is used, install 16-ounce hard copper.
077 1 23 - Manu fa ct u r ed G utt e r s an d Do w n s pou t s
Install 5", wide metal gutters and 4"downspouts. Attach every 2'-6" on center (OC) with
straps and/or fasteners. Metal should be 25-gauge aluminum.
077 2 0 0 - Roo f Acc e ss ori e s
Contractor shall review construction documents and provide labor and materials
pertaining to proper ventilation as required in construction documents and as specified
herein, while complying with all applicable building codes. Check ventilation
requirements with roof system manufacturer.
DIVI S ION : O P E N I NG S
080 0 0 0 - O peni ng s
Contractor shall review construction documents and provide labor and materials
pertaining to the doors and windows as required in said documents and as specified
herein, while complying with all applicable building codes. In all sleep ing areas provide
an operable egress standard window or door directly to exterior.
081 1 01 -E xt e ri o r Doo rs
All exterior doors shall be solid core, insulated and swing inside with weather -tight
thresholds. Install weather-stripping around all doors to match adjacent surface.
S t anda r d E xt e ri o r Doo r , S t ee l , Fi ber g l a s s w it h cl a d fr a m e --
ThermaTru Smoothstar S960 Fiberglass, or approved equivalent, 13/4 thick, with full
weather-stripping and metal threshold. Provide necessary hardware per door schedule
below. Provide deadbolt and entrance function knob. Door to be finish painted separate
color inside and out. Where applicable, door between garage and residence must have a
20-minute fire-rated label.
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G a r ag e Se r v ic e Doo r - Steel, Fiberglass with c lad frame jamb and aluminum sill.
Deadbolt and entrance function lockset. Door to be finish painted same color each side.
(White - can be factory finish).
Exterior Door Frames - Install pre-hung door units.
Exterior casing: brick mold WM180, 1 1/4" 2", finger joint for paint finish or
clear/concealed joint for stain finish
Interior casing: S4S flat molding board, typical is 9/16" x 2 ¼” finger joint for paint
finish or clear/concealed joint for stain finish
081 4 0 0 - I nt e ri o r Doo r s
Interior doors shall be pre-hung split-jamb units, including casing on both sides of the
door.
Standard Interior Door - Type: Solid Core
Style: Five Panel Mission or Shaker
Material: Masonite
Size: as noted on plans.
I n t e ri o r Doo r F ra m e s - Install pre-hung split-jamb units with interior casing, S4S flat
molding board, typical is 9/16" x 2 ¼” finger joint for paint finish or clear/concealed joint for
stain finish
083 1 00 - At ti c Acc e s s Doo r
Install at a minimum 14x24 attic access door per UDC code.
DIVI S IO N : FINI S H E S
090 0 0 0 - F i n is he s
Contractor shall review construction documents and provide labor and materials
pertaining to the finishes as required in said documents and as specified herein, while
complying with all applica ble building codes.
092 9 00 - G yp s u m B oa rd
Gypsum board must be held firmly against the framing while fastening to avoid later
movement of gypsum board on the shank of the nails or screws.
Joints: At gypsum wallboard joints install a 2" tape. Spread gypsum wallboard mud
at all tape joints, corner beads, nails, and screw penetrations and where a smooth surface is
needed. Apply second coat of wallboard mud after a minimum 24 hours. After drying
(minimum 48 hours), sand all joints and other areas to a smooth consistent surface.
Interior Walls: Sheath walls with 1/2" gypsum wallboard, ceilings with 5/8” gypsum
wallboard, either vertically with long edges parallel to framing, or horizontally with long
edges at right angles to framing members. Offset joints between layers at least 10.
Plaster returns on all window jambs and headers per plan (wood sill). Plaster
method to accept metal interior door frames. Exterior entry doors to be plaster returned or
wood jambs.
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Ceilings: Apply a single layer of 5/8" gypsum wallboard across the supports and
fasten with nails or screws. Offset joints between layers at least 10". Ceiling finish shall be
smooth.
Fire-Rated Gypsum Wallboard: In garages, around gas water heaters and as
required by applicable building codes, install 5/8" Type "X" fire -rated gypsum wallboard.
Attached garages install 5/8 drywall to the exterior porch soffit line with all joints sealed if
not backed by solid wood. Provide fire rated separation between house and attached
garages as required by UDC.
Water Resistant Gypsum Wallboard: Around showe rs, tubs, whirlpools, or as
required by applicable building codes, install 1/2" water resistant drywall.
DIVI S IO N : SP E CIAL IT IE S
100 0 0 0 - Spe cia lti e s
Contractor shall review construction documents and provide labor and materials
pertaining to the specialties as required in said docume nts and as specified herein, while
complying with all applicable building codes.
102 8 16 - B a t h Acc e s s o ri e s
Contractor shall install toilet paper rolls, 24" towel bars and 36" towel bar. Install toilet
paper rolls 15" Above Finished Floor (AFF). Install one shower curtain rod.
105 5 0 0 - Po st al Spe ci alti e s
Contractor shall install standard postal mailbox. Metal Mailbox to install as per postal
requirements with street number and road visible and easy to read. Install mailbox on
wood post, if required. Address tiles provided by Department of Public Works. Contractor
shall install 4" house numbers on the front of residence and garage.
105 7 0 0 -Wa r dr ob e and Cl o s et Spe ci a ltie s
Install shelving as indicated on construction documents for all closets, storage areas and
pantries. Metal shelving shall be fabricated of heavy-gauge vinyl c oated welded steel rod
with deck rod spacing having a maximum distance of 1". Provide supports every 3'-
6"maximum on center (OC)
DIVI S ION : FU R N ISHING S
123 0 00 - C a s e wo r k
Install pre-fabricated, kitchen and bath cabinetry as specified in construction documents.
Dimensions of kitchen base cabinets shall be: 24" deep x 36" high U.N.O. Dimensions of
overhead cabinets shall be: 12" deep x 42" high U.N.O. Provide concealed hinges a nd
cabinet hardware.
Note: Contractor to verify all cabinet sizes, locations, layout, a nd cost with cabinet
supplier.
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Description
Frost-proof,
locate per plan
Stainless Steel
Stainless Steel
Chrome
1 piece enclosure
Waste/overflow
kit
Chrome, low
flow trim kit
White, w/supply
and seat
White, self-
rimming
Chrome
re-fabricated: Provide complete details and website of cabinetry quoted.
Doors: Style to be determined, same throughout project.
Exterior Finish: Plastic Laminate, PVC or Composite trim. Color: to be determined.
Interior Finish: Melamine.
Knobs: Pull Handle.
123 6 00 - Coun t e rt ops
Plastic laminate, triple cove, standard color, style, and manufacturer to be determined.
Countertops shall be provided and installed per construction documents and finish
schedules. Counter surfaces shall be glued onto 3/4 plywood or appropriate substrate as
recommended by manufacturer. Edges shall be installed per construction documents and
finish schedules. Provide minimum 4" backsplash between counter and wall.
224 0 00 - P l um b in g F i xt u r e s
Provide necessary piping, water and drains for plumbing fixtures as shown on the
construction documents and listed herein.
Fixtures and Fittings - Provide and install plumbing fixtures as listed below as well as two
exterior house bibbs. Verify with plans.
Location Fixture/Fittings
Exterior Hose bib
Laundry Hot/cold washer
hookup and
standpipe
Kitchen Sink
Kitchen Faucet
Bathroom Tub/Shower
Bathroom Tub/shower
Bathroom Tub/shower
Bathroom Toilet
Bathroom Lavatory
Bathroom Faucet
DIVI S ION : ELE CTR I CA L
260 0 00 - El e ct ric a l
Contractor shall review construction documents and provide labor and materials
pertaining to the electrical system as required in constr uction documents and as specified
herein, while complying with all applicable building codes, local utility r equirements and
building restrictions.
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260 5 0 0 - Co mm o n Wo r k R e s u lt s f o r E l e ctr i ca l
From electrical meter box, install below ground wiring to building. Verify with WPS prior
to installing. Raceways to be buried shall be PVC #2 Plastic Electrical conduit. Where
permitted by code, non-metallic sheathed cable may be used. Wiring from the outside
meter box shall be SE cable.
260 5 1 9 - Condu ct o rs an d Cab l e s
Provide and install necessary circuits and breakers for appliances as stated in
manufacturer's recommendations per applicable building code requirements.
260 5 3 3 - Ra c ew a y an d B oxe s f o r El e ct ric al Sy st e m s
Flexible or rigid conduits, couplings, supports and nonmetallic ducts. Install conduit
concealed in all areas, excluding mechanical and electrical rooms/a reas, connections to
motors and connections to surface cabinets. Coordinate installation of conduit in masonry
work. Unless indicated otherwise, do not install conduit larger than 2 1/2 inches in
concrete slabs. Provide a minimum concrete cover around conduits of 2 inches. Install
conduit free from dents and bruises. Plug ends to prevent entry of dirt and moisture.
Minimize crossovers. Provide flashing and pitch pockets, making watertight joints where
conduits pass through roof or waterproofing membranes. Route all exposed conduits
parallel or perpendicular to building lines. All fittings shall be UL approved.
Fasten raceways securely in place. Firmly fasten within 3 feet of each outlet, junction box,
cabinet, or fitting. Support every 10 feet.
262 4 0 0 - Switc hboa r ds an d Pane lboa rds
Panel boards shall be Square "D," G.E. or ITE. Provide typewritten directory of circuits
mounted in box. Use dead front panelboards with one-piece cabinets constructed from
code gauge steel, finished with rust inhibiting primer, and baked enamel finish and
manufacturer's standard color. Use factory assembled panelboards with amp rating units
indicated. Provide spare units and blank spaces as indicated.
262 7 2 6 - Wiri n g Dev ic e s
Install white receptacles, switches, and cover plates as per construction documents. For
exterior receptacles install gray cover plates. When two or more switches or receptacles are
located together, gang with one common faceplate. If they cannot be ganged, install with a
minimum distance between units. Install all receptacles at 18" on center (OC) above
finished floor (AFF), unless otherwise noted. At counters, locate receptacles at 44" on
center (OC), above finished floor (AFF). Install switches at 48" on center (OC) above
finished floor (AFF). Locate light switch cover plates 6" from frame of door or corner of
wall. Switch type: Toggle, unless otherwise noted.
DIVI S ION : EAR TH WOR K
311 0 0 0 - S it e Cl ea ri n g
The area of clearing shall be maintained within the limits shown on the appropriate site
plans. Remove stumps and matted roots to a depth of 24 inches below existing ground
surface. Dispose of trees and shrubs in accordance with applicable garbage, refuse or
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weeds ordinance. Do not burn materials on site. Remove material from the site as it
accumulates. Do not allow water material to accumulate for more than 48 hours.
So i l B ea ri n g - Foundation designs are based on a soil bearing value of 2500 psf.
Foundations and slabs are designed to uniformly bear on well-compacted, well-drained
non-expansive soils. If required, a certified soils engineer shall review foundation designs
and building loads and compare with subsurface soil investigation. Should on-site
observations show that foundation designs are not satisfactory, a structural engineer
should be contacted immediately to redesign foundations to accommodate conditions.
311 1 0 0 - Cl eari n g an d Gr ubb in g
Clear and grub the construction site. Grade building site with appropriate soils. Existing
trees to remain shall be marked prior to clearing and protected to prevent damage. If any
damage is done to walkways, driveways, etc., needed repairs shall be provided by the
contractor. Repair or replace any damaged vegetation or terrain that is indicated to be
protected or is more than eight feet from the edge of any construction.
312 0 0 0 - Ea rt h Mov ing
Excavate bottom of all foundation walls and footings at building perimeter per UDC code
requirements. Base of footings shall extend down to undisturbed virgin soil which has
been compacted to 95 percent proctor density. All excavation shall be to a level below
existing demolition debris. Board form all footing as re quired by soil conditions.
For basement walls, excavate area indicated on constr uction documents, allowing
an additional 18" minimum clearance around the perimeter of foundation walls for proper
drainage and waterproofing assembly.
At slab on grade foundations, compact sub-grade under slabs to a minimum 95%
density. Compact backfill areas not under slabs or foundation to a minimum 90% ASTM D-
689. Sub-base directly under concrete slabs on grade shall be a minimum of four inches
of compacted granular fill.
312 2 0 0 - Gr ad i n g
Carefully remove loam and topsoil to be incorporated in the finished work and store
separate from the other excavated material. Failure to isolate loam and topsoil from the
other excavations shall require that said soils not be used as topsoil.
When excavations are to be made in paved surfaces, remove pavement so as to provide a
clean, uniform edge with a minimum disturbance of remaining pavement. Do not mix
pavement with other excavated material unless it is broken into pieces measuring 3 inches
or less. Dispose large pieces of pavement away from the site of the work immediately.
Backfill as promptly as is consistent with non-damage to the installed structures. Do not
place frozen material in the backfill. No material shall be placed or compacted when it is
too wet or frozen or when the sub-grade or previously placed material is too wet or frozen.
Backfill ¾ wall height with ¾” stone clay cap.
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12 5 0 0 - Ero si o n an d Sed im en t a tio n Contr o l s
Clear the top layer of soil and place in a designated area for use at the end of the project.
Provide swales with positive outfall, and slope grade away from building to allow water to
drain away from the foundation. Backfill around building with subsoil graded free of
lumps larger than 6", rocks larger than 3" and debris. Keep finished gr ade elevations a
minimum of 6 1/2" below finished floor elevation (see construction documents for exact
locations. Foundation cap required to be in place prior to backfilling. Backfill material shall
be ¾ “stone filled up ¾ of the height of the foundation wall and cap with clay.
313 1 16 - Te rmit e Contr o l
If required, foundations shall be pre-treated under all slabs and crawlspace areas between
vapor barrier and granular sub-base to conform with HUD minimum standards and
applicable building codes. Treatments shall not be made when soil is excessively wet or
after heavy rains. Contractor shall provide a one-year renewable warranty.
313 1 16.1 9 - Te rmit e Con tr o l B a rri e r s
At pier and perimeter foundations, install continuous flashing on all sides and top surface
to prevent sub-terrain termites from penetrating the wood structure.
314 0 0 0 - Sho ri n g an d U nder p i nn i n g
Existing footings, foundations, pile caps, grade beams, retaining walls or pavement which
may be affected by excavation operations shall be shored or underpinned adequately or
otherwise protected against settlement and shall be protected against lateral movement.
Provide necessary materials to hold back earth at excavations and as required to prevent
cave-ins and earth sloughs.
315 0 0 0 - Ex c ava tio n Suppo rt an d P r ot e cti on
Install excavation support s ystems for safety preservation of existing improvements.
Design criteria of support systems shall consider all loads in a manner which will allow the
safe and expeditious construction of permanent structures without movement or
settlement of the ground.
As required. Wheel rolling area for sliding gates shall be steel towel smooth finish
concrete.
329 1 1 3 - So i l P r epar a ti o n
Do not plant until finish grades are established and planting areas are properly prepared
and graded. When preliminary grading, including weeding and fertilizing, has been
completed and the soil may be readily worked, grade all planting areas to a smooth, even,
and uniform plane with no abrupt change in surface. Slope soil areas adjacent to buildings
away from the buildings, and direct surface drainage as indicated on the drawings.
Grading shall provide for natural runoff of water without low spot or pockets. Finish
grade of earth in landscaped areas shall be 3 1/2 inches below the top of adjacent
pavement, curbs, or headers.
329 2 1 9 - Seed in g
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Seed only when weather conditions are suitable. All newly seeded turf areas shall be free
of broad leaf weeds. Sow seed with mechanical spreaders at the specified rate on a calm
day. Sow one half the seed in one direction and the other half at right angles. Seed shall be
raked lightly into the soil to a depth of 1/4 inch and rolled with a roller weighing not more
than 100 pounds per linear foot of tread. Keep the surface moist by a fine spray until the
grass shows uniform germination over the entire area. Wherever poor germination occurs
in areas larger than three (3) square feet, reseed, roll and water as necessary to obtain
proper germination. Infested areas shall be treated with a selective broadleaf insecticid e.