HomeMy WebLinkAboutBLD-17-003860 (447 Route 28)NEW 6" DUCTILE IRON
FIRE PROTECTION WATER SERV'
(COORDINATE LOCATION WITH
RC
HEAD BLOCK
SYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG.
ANCE. ERRORS OR 0+'J ASSIONS DO NOT RELIEVE THE
78
UPR
BRASS
155
5.60
1/2",
VK300
VIKING
RISER)
2
DRY PEND
WHITE
155
5.60
1"
VK180
VIKING
3
PEND
WHITE
155
5.60
1/2"
VK302
VIKING
"LENERAL NOTES:
1. SYSTEM IS WET PIPE, HYDRAULICALLY CALCULATED PER NFPA 13. (2013)
ORDINARY HAZARD GROUP II TO A DENSITY OF .20 GPM/1500 SQ. FT.
2. OCCUPANCY IS MERCHANTILE
3. PIPING 1 11/4" TO 6" IS SCHEDULE 10 WITH MECHANICAL TEE OUTLETS AND ROLL
GROOVED ENDS WITH GROOVED COUPLINGS AND FITTINGS. 119 PIPING IS SCHEDULE 40
WITH THREAED ENDS AND D.I. THREAED FITTINGS.
BEAM CLAMP
BEAM CLAMP'
TYPICAL TRAPEZE HANGER DETAIL
HUNG FROM TOP OF JOIST
TYPICAL TRAPEZE HANGER DETAIL
HUNG FROM BOTTOM OF JOIST
ROD
e
ROD
REFER TO STRUCTURAL SHOP DRAWINGS
FOR COLLATERAL LOAD LIMITS OF PURLINS
(ADD SUPPLEMENTAL FRAMING AS NECESSARY)
BEAM CLAMP
JI THREADED ROD
S IPE RING
TYPICAL HANGER DETAIL
HUNG FROM TOP OF JOIST
]IF
EAM CLAMP
THREADED RODI
BEAM CLAMP STRAP
IPE RING
TYPICAL HANGER DETAIL
HUNG FROM BOTTOM OF JOIST
;EAL PIPE DROP
ALL FRAMING
VIDE ACCESS DOOR)
>PECTOR'S TEST CONNECTION -
JALL ON REMOTE BRANCH LINE,
LVE AT MAXIMUM OF 7' AFF
CHARGE ON GRADE AT EXTERIOR
NOTE:
OWNER IS RESPONSIBLE FOR PROVIDING
ADEQUATE HEAT (40 DEGREES F)
OWNER IS RESPONSIBLE FOR MAINTAINING
THE SPRINKLER SYSTEM PER NFPA 25
Calculation results for Design Area 1
- STOREFRONT
This system as shown on NE=FS
company print no dated 12/15/16
for DOLLAR GENERAL
at 447 MAIN STREET
AND TAMPER SWREVIEWED FOR BUILDING AND ZONING CODE COMPLI-
contract no _ is designed to discharge at a rate of 0.2 gpm/ft' (L/min/m2) of floor area over
ANCE. ERRORS OR 0+'J ASSIONS DO NOT RELIEVE THE
a maximum area of 1570 ftz when supplied
with water at a rate of 402.7 qpm at 56.4 psi at the base of the riser.
n
n 2/ 6
Hose stream allowance of
is included in the above.
L
Occupancy classification: OH II
Number of heads flowing: 14
RISER)
Commodity classification: _
System Type: Wet
Maximum storage height:
Maximum velocity: 15.37 ft/s
Storage arrangement:
Flow from In -Rack sprinklers:
0 gpm
Pressure Required at Source: 56.4 psi
Flow from Overhead sprinklers:
402.7 gpm
Pressure Available at Source: 73.6 psi
Flow from Inside Hoses:
0 gpm
Surplus Pressure at Source: 17.2 psi
Flow from Outside Hoses:
0 gpm
Other fixed flows:
0 qpm
J
Total flow in system piping:',
402.7 gpm
m
Additional flow at/beyond s urce:
250 qpm
O
Total of all flows: 1
652.7 gpm
a
MGL AND FIRE
TOWN OF 11AWOUTH
REVIEWED FOR CODE C04,11PLIAA CE
ERRORS OR OMNIISSIONS DO NOT RELIEVE
THE APPLICANT FROM THE RESPONSIBILITY
OF "AS BUILT" CQ[,,LIANCE.
DATE:—,-jr
INSPECTOR
SPRINKLER HEAD LOCATION DETAIL
UNOBSTRUCTED CONSTRUCTION
1" DROP NIPPLE
SUSPENDED
CEILING -�
TYPICAL UPRIGHT SPRINKLER HEAD
1' RIPPLE
— RUNCHUNE
UPRIGHT HEAD DETAIL
1" CLOSE NIPPLE
BRANCHLINE
1" X 1/2" REDUCER
TYPICAL SEMI -RECESSED
SPRINKLER HEAD
DROP CEILING AREAS
BRANCHLDdE
PIPING
HELD—O—LET
1" NIPPLE
1' PLUG
DRY PENDENT
I HEAD
s
+ s 0 DSB-1 DRY
SPRINKLER BOOT
DRY PENDENT
HEAD DETAIL
TO SYSTEM
% SPARE HEAD BOX W/SPARE HEADS
AND WRENCH
ALARM BELL
0 ® 4" — RISER MANIFOLD
W/ 3/4" RELEIF VALVE SET AT 175 PSI,
TEST/DRAIN VALVE WITH 1/2" TEST ORIFICE,
FLOW SWITCH, PRESSURE GAUGE
0
APPLICANT'S COPY
Cosentini Associates, Inc.
;6f Federal �i�e•ri, btl� ��r:a
IM',:12no
}V_. IDSL Wnt i,
Consulting Engineers
Seal*r-N.r'vl.q�',
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m; OIECT '�N
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06
4" - AMES 200 COLT
BACK FLOW W/ GR.
BUTTERFLY GATE VA. TOWN OF YARMOUTH
AND TAMPER SWREVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR 0+'J ASSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT"
n
n 2/ 6
COMPLIANCE.
2
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Scale: i1/8"-1'-0"
BUILDING OFFICIAL
RISER)
DETAIL
APPLICANT'S COPY
Cosentini Associates, Inc.
;6f Federal �i�e•ri, btl� ��r:a
IM',:12no
}V_. IDSL Wnt i,
Consulting Engineers
Seal*r-N.r'vl.q�',
a.
'` YOUNIS
„v Finrz
m; OIECT '�N
a NO. 46
06
Q
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Scale: i1/8"-1'-0"
LLL
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Scali W Dwyer SC -006008
EXP. 10/14/17
Drawing Date: 12/15/16
Drawn By: TB
Scale: 1/8"=1'-0"
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Sheet Title
DETAILS
SITE PLAN
FP - 1
1)GENERAL
A. The building shall be designed such that there is maintained an absolute minimum of 68'-0" from face -of -column
to face -of -column on the sales floor.
B. Refer to foundation plan for additional site specific design criteria and structural notes.
2)FOUNDATIONS
A. The concrete foundations shall be designed, detailed and constructed to provide for the safe, serviceable support of
the pre -manufactured metal building structure and all prescribed loads applied thereto. The foundations shall conform
to the latest editions of all applicable standards of the American Concrete Institute (ACI), the Building Code(s) enforced
by the Authority Having Jurisdiction and these requirements.
B. The soils supporting the foundation shall be prepared and compacted in accordance with a geotechnical testing
based investigation and site specific recommendations provided by a Professional Engineer registered to practice in the
State where the project is located.
C. The slab on grade shall not be utilized to resist horizontal thrust forces at the base of the pre-engineered building
frames. Tie beams below and separate from the building slab may be utilized.
D. The bearing materials shall be free of organic, expansive or corrosive material, and shall support the foundation in
accordance with the following twenty five year criteria:
1. Maximum differential movement due to either settlement or heave shall not exceed 1/2" over a distance of 50 feet.
2. Maximum total movement due to either settlement or heave shall not exceed 1".
E. The foundations shall be of sufficient depth to bear below local frost depth where exposed, attain minimum design
bearing pressure, achieve sufficient protection from settlement or heave, and where adjacent to existing construction,
avoid application of lateral earth pressure to adjacent construction.
3)SLAB ON GRADE
A. The subgrade for the slab on grade shall be compacted and prepared in accordance with a geotechnical testing
based investigation and site specific recommendations provided by a Professional Engineer registered to practice in the
State where the project is located. The subgrade shall provide a minimum of 100 pounds per cubic inch (pci) modulus of
sub -grade reaction and shall be proof -rolled to ensure that there are no pumping or soft zones greater than h" (ACI
302, "Guide for Concrete Floor Slab Construction").
B. The slab on grade shall conform to the latest editions of all applicable standards of the American Concrete Institute
(ACI), the Building Code(s) enforced by the Authority Having Jurisdiction and these requirements. The slab on grade
shall be a minimum of 4" thick and reinforced with a minimum 6" x 6" x W1.4 x W1.4 welded wire fabric located in the
center of the slab.
C. Except at doors at the perimeter of the facility, the slab on grade shall be isolated from the building columns and
any perimeter grade beams or walls. The slab on grade shall receive a hard steel trowel finish. Saw -cut contraction
joints a minimum of h the depth of the slab shall be provided in both principal directions across the entire floor slab,
spaced no further than 13 feet on center and providing panels with an aspect ratio no greater that 1.5:1. Refer to
Control Joint Spacing Plan on Sheet S3. The slab shall be protected from the effects of heat or wind as necessary to
avoid any curling of the slab segments.
4) CONCRETE SALES FLOOR PRE -INSTALLATION CONFERENCE:
A. At least 30 days prior to the start of the concrete slab construction, the general contractor shall conduct a meeting
and procedures to achieve the
'red methods a
mix desi ns on
d to discuss the required the proposed concrete P
to reviewq
9
P P
requirements of this specification. The general contractor shall send a pre -concrete conference agenda to all attendees
20 days prior to the scheduled date of the conference.
B. The general contractor shall require responsible representatives of every party concerned with the concrete work to
attend the conference, including, but not limited to, the following:
General contractor's superintendent
1. Laboratory responsible for concrete mixes, field quality control and floor tolerance testing
2. Ready -mix concrete producer
3. Concrete contractor
4. Chemical admixture manufacturer
5. Liquid densifier and sealer manufacturer
6. Liquid densifier and sealer applicator
7. Joint filling manufacturer
8. Joint filling applicator
C. Minutes of the meeting shall be recorded, typed and printed by the general contractor and distributed to all
concerned parties, including the owner's representative, the architect and the structural engineer, within five days of
the meeting.
D. The minutes shall include a statement by the concrete supplier stating that the proposed concrete mix design will
produce the concrete quality required by these specifications.
E. The minutes shall include a statement by the concrete contractor that the proposed concrete mix design will provide
appropriate workability and setting times, to ensure that the concrete contractor can achieve the requirements of this
specification.
5) CONCRETE CONTRACTOR QUALIFICATION:
A. The concrete contractor shall include in their bid package to the general contractor, sufficient data, including a
minimum of three similar and successful projects that clearly indicates the concrete contractors ability to successfully
perform the work and to achieve the interior sales floor slab tolerances required in this specification. The concrete
contractor's team shall have participated in the majority of these projects, and that team shall remain the some
through the duration of this project.
6) CONCRETE MATERIALS:
A. Portland Cement: ASTM C 150, Type 1. Use one brand of cement throughout the project.
B. Coarse and fine aggregates: ASTM C 33. Combined aggregate gradation for slabs on grade and other designated
concrete shall be 8% - 18% for large top size aggregates (11 • or 8% - 22% for smaller top size aggregates (1 • or It -
retained
retained on each sieve below the top size and above the no. 100 sieve. Slabs on grade shall have a maximum aggregate
size of 11• footings and piers 1 • and beams t•
C. Water: complying with ASTM C 94.
D. Air -entraining admixtures: Shall conform to ASTM C-260. Admixture manufacturer shall provide written certification
that the air -entraining admixture is compatible with other required admixtures. All exterior slabs shall be air -entrained
(4%-67.).
Acceptable products: Euclid Chemical AEA -92 or Air 40; BASF Micro Air; W.R. Grace Doravair 1000 or Darex-
1. Note: Air -entraining admixture shall not be used on interior concrete.
E. Water -reducing admixture: Shall conform to ASTM C494, Type A and contain no more than 0.05% chloride ions.
Acceptable products: Euclid Chemical Eucon series; BASF Pozzolith series; W.R. Grace WRDA or Daracem series.
F. Water -reducing, retarding admixture: Shall conform to ASTM C494, Type D, and contain no more than 0.05% chloride
ions. Acceptable products: Euclid Chemical Retarder 75; BASF Pozzolith series; W.R. Grace Daratord 17.
G. High range water -reducing admixture (superplasticizer): Shall conform to ASTM C494, Type F or Type G and contain
no more than 0.05% chloride ions. Acceptable products: Euclid Chemical Eucon 37; BASF Rheobuild 1000; W.R. Grace
daracem-100.
H. Water -reducing, non -corrosive accelerating admixture: Shall conform to ASTM C494, Type C or E, and contain no
more chloride ions than are present in municipal drinking water. The admixture manufacturer must have long-term,
non -corrosive test data from an independent testing laboratory (of at least a years duration) using an acceptable
accelerated corrosion test method such as that using electrical potential measures. Acceptable products: Euclid
Chemical Accelguard 80/90 or Accelguard NCA; BASF NC534 or Pozzutec 20; W.R. Grace Polarset.
I. Prohibited admixtures:
1. Calcium chloride or admixtures containing more than 0.05% chloride ions are not permitted.
2. Flyash is not permitted.
7) EVAPORATION RETARDER'
A. Waterborne, monomolecular film forming, manufactured for application to fresh concrete.
1. Acceptable products:
a. "Eucobar" by Euclid Chemical - Phil Brandt 877-438-3826
8) CURING MATERIALS:
A. Exterior curing: All exterior concrete slabs shall be cured using a liquid membrane -forming curing
compound. The liquid membrane -forming curing compound shall meet the requirements of ASTM C1315 with a
maximum V.O.C. Content of 700 9/I.
1. Acceptable products:
a. "Super Rez Seal" or "Super Aqua Cure" by Euclid Chemical - Phil Brandt 877-438- 3826
B. Interior curing (building not enclosed/sales floor slab is placed it : The interior sales floor slab shall be
cured using a reduced odor, dissipating liquid membrane forming curing compound that is formulated from
hydrocarbon resins. The dissipating liquid membrane forming curing compound shall meet the requirements of
ASTM C309 and V.O.C. contents in accordance to EPA 40 CFR, part 59, table 1, subpart D for concrete curing
compounds with a maximum V.O.C. content of 350g/I.
1. Acceptable product:
a. "Kurez DR VOX" by Euclid Chemical - Phil Brandt 877-438-3826
C. Interior curing (building enclosed/sales floor slab is placed last : The interior sales floor slab shall be cured
using a removable, low odor, fast drying liquid membrane forming curing compound. The removable liquid
membrane forming curing compound shall meet the requirements of ASTM C309, AASHTO M 148, USDA
compliancy and V.O.C. contents in accordance to EPA 40 CFR, part 59, Table 1, subpart D for concrete curing
compounds with a maximum V.O.C. Content of 350g/I.
1. Acceptable product:
a. "Kurez RC" by Euclid Chemical - Phil Brandt 877-438-3826
9) LIQUID DFNSIFIERJ SEALER FOR INTERIOR SALES FLOOR:
A. Liquid densifier / sealer shall be a sodium silicate / siliconate blend. Manufacturer of liquid densifier and
sealer must be contacted prior to bidding for pricing and application requirements.
1. Acceptable liquid densifier and sealer manufacturer:
a. "Euco Diamond Hard" by Euclid Chemical - Phil Brandt 877-438-3826
b. "RetroPlate 99" by RetroPlate Systems - Curtis Turnbull 888-942-3144
B. Approval: All general contractors bidding or negotiating a Dollar General project shall contact Euclid
Chemical or RetroPlate to obtain a list of approved applicators located within the geographic region of the
project. General contractors shall solicit and accept pricing only from those applicators as provided by Euclid
Chemical or RetroPlate. The approved applicator selected for the initial application of liquid densifier / sealer
shall he the some as for the lQint filling and additional application of liquid densifier / sealer and polis i q
process. Within ten days after completion of work, the approved applicator shall furnish Euclid Chemical or
RetroPlate a copy of the invoice, as well as square footage and coverage rate data confirming that the
specified application rates were achieved.
C. Project service: at least 10days prior to application of liquid densifier and sealer, the general contractor
shall notify the Euclid Chemical or RetroPlate representative for )obsite service. The representative will be on
the project site during the first application of liquid densifier / sealer and will follow the project through to
completion.
10) SEMI-RIGID POLYUREA JOINT FILLER:
- a two 2 component,100% solids compound, with
A. UV Resistant, semi-rigid polyurea joint filler shall be ()p ,
minimum Shore "A" hardness of 80. Joint filler color shall match the adjacent concrete surface.
1. Acceptable semi-rigid polyurea joint filler manufacturer:
a. "Euco QWIKJoint UVR" by Euclid Chemical - Phil Brandt 877-438-3826
B. Non -UV Resistant, semi-rigid polyurea joint filler shall be a two (2) component, 100% solids compound, with
a minimum Shore "A" hardness of 75. Joint filler color shall match the adjacent concrete surface.
1. Acceptable semi-rigid polyurea joint filler:
a. "CreteFill Pro 75" by CureCrete - Curtis Turnbull 888-942-3144
C. Approval: All general contractors bidding or negotiating a Dollar General project shall contact the Euclid
Chemical company or Retroplate to obtain a list of approved applicators located within the geographic region
of the project. General contractors shall solicit and accept pricing only from those applicators as provided by
Euclid Chemical or RetroPlate. Thea approved applicator selected for the initial application of liquid densifier
sealer shall be the same as for the hint fillina and additional -application of liquid densifier / sealer and
) CONCRETE MIXES:
A. Comply with ACI 301 requirements for concrete mixtures.
B. Concrete mix design(s) shall be proportioned according to ACI 301, for normal -weight concrete determined
by either laboratory trial mix or field test data as follows:
1. Compressive strength (28 days): 4000psi (27.6mpa), with a maximum water/cement ratio of .53, unless
otherwise indicated on the drawings. Concrete materials included in the mix design shall be the some
materials provided to the project, and shall be prepared by an independent testing laboratory approved by
the owner. If sufficient backup data is not available, the laboratory mix design shall exceed the desired job
strength of concrete by 1,200psi. Four copies of the mix design shall be submitted to the owner before
concrete work begins.
2. Slump: Concrete containing mid or high range water reducer shall have a maximum slump of 5" for the
interior sales floor slab and 8" (200 mm) for other areas. All other concrete shall not exceed 4 inches (100
mm) unless otherwise indicated on the drawings.
3. Adjustment to concrete mixes: Mix design adjustments may be requested by General Contractor when
characteristics of materials, job conditions, weather, test results or other circumstances warrant; at no
additional cost to owner and as accepted by owner. Laboratory test data for revised mix design and
strength results must be submitted to and accepted by owner before using in work. Both the concrete
testing and inspection agency and the concrete contractor shall satisfy themselves that the concrete mix
design will produce a concrete which will meet the specifications for this project. In addition, the General
Contractor and Concrete Contractor shall verify that the workability, finishability and setting times are
appropriate for slab installations. Placement shall be made directly from concrete trucks by chute. If
pumping of the concrete is contemplated for any special locations, the proportions established above shall
not be altered to suit the capabilities of the pumping equipment. For concrete containing macro -synthetic
fibers, adjustments required to provide required placement conditions may warrant use of additional water
reducer. No additional water is permitted into concrete mixture after addition of macro -synthetic fibers.
4 Interior concrete sales floor: Concrete shall be designed to meet 4000 psi compressive strength ® 28 days
and exhibit 50.04% shrinkage 0 28
days. The mix shall contain approximately 12 cubic feet of #467
aggregate (%" • top size), the specified water reducing admixture and achieve a w/cm ratio of 0.53 (max.).
Concrete shall be non air -entrained and in no case shall the concrete be designed for less than 4000 psi
(27.6mpa) 0 28 days. Proposed mix design shall be similar to the following
Prototype mix:
DBO
Materials
Prototype mix
Cement
517-564lbs.
Fly ash/slag
20% (max.)
Coarse aggregate
12 cubic feet +/- .50 (#467 stone)
Fine aggregate
7 cubic feet +/- (adjust as necessary)
Water content
250 - 300lbs.
Air content (Entrapped Air Only)
3.0% (max.)
Water Reducer (type a/f)
3oz.-10oz./100wt +/- (mid range preferred)
W/cm
0.53 (max.)
Initial slump (water)
3"
Final Slump (with water reducer)
5.5" (max)
Shrinkage
50.04% 0 28 days
12) FLOOR SLAB FINISH AND TOLERANCES:
A. General: Unless otherwise noted by owner, oncrete sales floor slab shall be cast in one continuous placement.
Concrete shall be placed, screeded, re -straightened, and finished as necessary to meet the FF and FL tolerance
requirements. Do not wet concrete surfaces during finishing operations.
B. Trowel finish (sales floor): Apply a hard trowel finish to surfaces as follows:
1. Loser screeds, vibratory screeds, highway �traightedges and wood bull floats shall be used to initiate
screeding and floating process to form a uniform and open -textured surface plane before excess moisture or
bleed water appears on the surface. A back-up laser screed is required during concrete placement of the
interior sales floor slab. Remove excess water before starting floating operations. Do not further disturb
surfaces before starting finishing operations
2. Highway straightedge operations shall continue before, during and after troweling operation, until specified
floor tolerances are achieved.
3. Trowel finish with gas operated troweling) achine with adjustable blades on all finishing equipment. Use
steel -reinforced blades on ride -on power trowels. Trowel the surface sufficiently to produce a smooth, tight,
abrasion resistant surface. Care shall be taken not to overwork or burn the surface. Use 6 • wide finish style
steel -reinforced blades on final passes. Finishing blades shall be in new condition and completely clean of any
deleterious materials. Interior machine trowel finish shall be achieved within a 3 • tolerance of all walls, columns
and partitions.
4. Protection: Care shall be taken to protect the interior sales floor. Entrances shall include clean floor mats to
prevent mud stains and all equipment on the floor shall be diapered to prevent spills. Cutting oils, etc, are not
allowed on the sales floor slab at any time during the construction process.
C. Comply with ACI 117, Opecifications For Tolerances For Concrete Construction and Materials. • Interior sales
floor slab shall meet the requirements of a type 5, single course, hard steel -troweled finish as described in ACI
302.
1. All perimeter areas and edges of the cone ilete floor shall exhibit the same finish as the sales floor, including
but not limited to, hallways, offices, rest roo s, etc.
2. The general contractor is responsible for contracting with the testing laboratory for all costs associated
with floor tolerance testing. A co of the filial floor tolerance report shall be provided b the general
contractor to the owner thin 24 hours of receiving the report from the testing laboratory. Te sales floor slab
shall conform to the following flatness and levelness criteria:
Flatness Overall floor Flatness rating of at least 35
Levelness Overall Floor Levelness rating of at least 30
Tolerance Bond for Entire Floor +y- 0.375 inch
D. Failure to achieve the above criteria shall be cause for replacement of the offending segments or
grinding/polishing at no cost to the Owner or tenant.
E. Trowel finish (other than sales floor): Apply b hard trowel finish to surfaces indicated and to floor and slab
surfaces exposed to view or to be covered with' resilient flooring, carpet, ceramic or quarry tile set over a cleavage
membrane, paint, or another thin film -finish coating system.
F. Heavy broom finish: As noted on drawings.''
13) CONCRETE PROTECTION AND CURING:
A. General: Normalize concrete set time and protect freshly placed concrete from premature drying and excessive
cold or hot temperatures. Comply with ACI 305 for hot -weather protection and ACI 306 for cold -weather
protection during curing. During concrete placement operations. ventilate and exhaust all fumes from construction
equipment and heaters to avoid potential early' concrete carbonation. Apply the specified curing compound as
quickly as possible for maximum protection. For concrete placement during hot, dry and windy conditions,
,
concrete contractor shall use evaporation retarder as per manufacturers instructions to maintain a moist
P
condition and to minimize plastic drying shrinkbge cracking at the surface of the freshly placed concrete.
1. Curing - Exterior Slabs:
All exterior concrete slabs shall be cured using the specified liquid membrane -forming curing compound. Per
manufacturer's instructions, application shall be applied evenly and uniformly as soon as possible after final
finishing. Surface shall be clean and damp, but not wet and can no longer be marred by walking workmen. All
applications shall be made by an approved applicator of the manufacturer, and when surface and air
temperature is above 503 f. Apply "Super Rez Seal" or "Super Aqua Cure" at an application rate of 400sf/gallon.
Begin curing immediately after finishing concrete, but not before free water has disappeared from concrete
surface.
2. Curing - Interior slabs:
The interior sales floor slab shall be cured using the specified dissipating or removable liquid membrane -forming
curing compound. Per manufacturer's instructions, application shall be applied evenly and uniformly as soon as
possible after final finishing. Surface shall be damp, but not wet and can no longer be marred by walking
workmen. All applications shall be made by an approved applicator of the manufacturer, and when surface and
air temperature is above 503 f. Apply "KureziDR VOX" (slab first) or "Kurez RC" (slab last) at an application rate
of 350sf/gallon. Begin curing immediately after finishing concrete, but not before free water has disappeared
from concrete surface.
14) CONTRACTION JOINTS IN SLABS -ON -GRADE:
A. Form weakened -plane contraction joints, sectioning concrete into areas as indicated on drawings. Contraction
joints shall be sawn to a depth equal to at least one-fourth of the concrete thickness, as follows:
B. Sawed joints: All saw cutting shall be accor plished with a "Soff-Cut" saw and vacuum system equipped with a
new blade and plate, as soon as the slab will support the weight of the saw and operator. Note: Concrete dust
shall be removed completely and immediately. If chalk lines are used for sawcuts, all chalk remaining on the slab
shall be removed completely and immediately after sawing.
15) INTERIOR SALES FLOOR SLAB PROTECTION
A. Take the following measures to protect the interior sales floor slab:
1. Wrap or "diaper" all motorized and hydraulic equipment to prevent fluid leaks
2. Provide non -marking tires on rubber tired vehicles or equip rubber tires with tire boots made of nylon fabric
3. Provide mats at all entrances to prevent mud stains
16) TIMING OF JOINT FILLER. LIQUID DENSIFER AND POLISHING PROCESS:
A. Do not commence installation of semi-rigid polyurea joint filler, liquid densifier and sealer or polishing
processes until the building is completely enclosed, permanent power and lighting is operating and the building is
thermostatically controlled. Installation of these materials shall commence approximately two weeks prior to Ri
ixture date.-
)INSTALLATION OF SEMI-RIGID -RIGID POLYUREA JOINT FILLER:
I
A. All General Contractors bidding or negotiating a Dollar General project shall contact Euclid Chemical or
RetroPlate to obtain a list of approved applicators located within the geographic region of the project. General
contractors shall solicit and accept pricing only from those applicators as provided by Euclid Chemical or
RetroPlate. The approved applicator selected for the initial application of liquid densifier / sealer shall be the some
as for the joint filling and additional application of liquid densifier / sealer.
B. Joint filler installation: Comply with recommendations in ACI 302 for use of Joint filler as applicable to
materials, applications, and conditions indicated.
C. Surface cleaning of joints: Clean out joints immediately before installing joint filler. Remove foreign material
from joint substrates that could interfere with adhesion of joint filler by brushing, grinding, blast cleaning,
mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of
developing optimum bond with joint filler. Remove loose particles remaining from above cleaning operations by
vacuuming or blowing out joints with oil -free compressed air. Also remove all laitance and form -release agents
from concrete surface. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm
substrates, or leave residues could interfere with adhesion of joint sealants. All surfaces to be filled shall be clean
and dry.
D. For proper load transfer, joints must be filled full depth, but in no case should the joint filler be
any less than 1 • deep in the joint.
E. Mixing: Joint filler is a two part product requiring machine mixing and placing. Premix part b
separately before using. Follow pump manufacturer's equipment instructions.
F. Placement: Joint filler shall be filled full depth. No backer rod is allowed. Joints should be
overfilled and shaved even with the surrounding joint edge giving the floor joints a flat, smooth
appearance. Shaving of excess joint filler can be approximately 30 minutes after placement, and
up to 24 hours later, depending on jobsite conditions such as concrete and ambient temperatures
G. Joint filler separation: The approved joint filling applicator shall include in their bid a cost per
linear foot to make one return trip to refill joints if joint filler sidewall separation or splitting
exceeds 1/16, -or if surface profile is concave, chattered or if voids occur. This shall take place
one week prior to grand opening.
18) INITIAL CLEANING FOR LIQUID DENSIFIER AND SEALER APPLICATION:
A. Interior sales floor slab: Thoroughly clean the interior sales floor slab prior to initial application
of liquid densifier and sealer by completely removing the specified dissipating or removable curing
compound from the floor surface. The following floor stripper or removal solution shall be applied
to the floor to thoroughly strip, clean and remove all curing compound residue:
1. If Kurez DR VOX (slab first) was used to cure the slab, use "Euco Clean do Strip" by Euclid
Chemical, applied at the proper water to floor stripper ratio and coverage rate that will
completely remove the Kurez DR VOX. Contact: Phil Brandt (877) 438-3826
2. If Kurez RC (slab last) was used to cure the slab, use "Kurez OFF" by Euclid Chemical, applied
at the proper water to floor cleaner ratio and coverage rate that will completely remove the
Kurez RC. Contact: Phil Brandt (877) 438-3826
19) POLISHING PROCESS AND APPLICATION OF LIQUID D NSIFIER / SEALER:
A. All Applicators must be certified by Euclid Chemical or Retro -Plate.
B. The revised process can be used in both "Wet" and "Dry" applications.
C. This process assumes a quality concrete finish (meets and/or exceeds the specified floor
tolerances) by the floor finisher. Failure to achieve the above criteria shall be cause for
replacement of the offending segments or grinding/polishing at no cost to the Owner or
Tenant.
D. Only the Sales Floor will receive the full 8 step process outlined below under item K.
E. All other areas will only receive steps 1 through 3, no additional work is necessary. The yellow
safety striping will remain.
F. The Black painted border will not be required in areas behind fixtures, etc • it will only be
installed at the main entry door, office doors, egress doors and doorways into the receiving
area and transitions that can be seen by the customers.
G. Steps 2 do 4 are combo steps using different grits of resin bond diamonds on each pass.
H. This is a resin - only grind that does not tear away as much of the surface area. The Resin
grind will remove a minimal top layer of the concrete surface and should greatly reduce the
amount of Waste Product created when o compared the old
t Metal grind process.
i. If a Cure -n -Seal product is required at the time of slab placement only Water Based
Dissipating Sealers are allowed. NO Acrylic Cure -N -Seals are allowed.
J. Prior to application, inspect interior sales floor slab to ensure that slab is clean and free of
dust, grease, oils, or other contaminants that might prohibit the proper application and
penetration of the liquid densifier and sealer.
K. Process Steps
1. Cut, clean out, prep and fill the concrete floor joints with the Euclid QWIKjoint UVR polyurea
joint filler.or "CreteFill Pro 75" by CureCrete.
2. Depending on the final finish of the floor, this step may or may not be required. Grind
concrete floor with a combo set of SASE metal bond gold series 80 and 150 grit segments
or HTC EZ BB brown 4 series (60 grit diamonds) and HTC EZ BB Black 5 series (100 Grit
Diamonds).
3. Thoroughly clean the concrete floor and apply Euclid Diamond Hard liquid densifier and
sealer at 225 square feet per gallon or (igetroPlote 99 liquid densifier at 200 square feet
per gallon-.
4. Polish concrete floor with a combo set of SASE Triton 100 grit black resin diamonds,
SASE Triton 200 grit blue resin diamonds or HTC EZ MR black series (100 Grit Diamonds)
and HTC EZ MR blue series (200 Grit Diamonds).
5. Polish concrete floor with SASE Triton 400 grit red resin diamonds or HTC EZ SR red series
(400 grit diamonds).
6. Thoroughly clean concrete floor and then apply Euclid Diamond Hard liquid densifier and
sealer at 700 square feet per gallon (spiff coat). Or (M!etroPlate 99 liquid densifier at 700
square feet per gallon as a spiff coat-.
7. Burnish / Polish concrete floor with SASE Sure Shine white 800 grit diamond impregnated
pads or HTC White Twister pads (800 grit diamond impregnated pads).
8. Burnish / Polish concrete floor with 1500 Grit Diamond Impregnated twister pads (H.T.C.
Yellow TWISTERS or equivalent)
L. All edges must be polished to match concrete floor with coinciding SASE 5 • resin Polishing
pads or HTC EZ Grind polishing 5 • diamond tools.
M. Polish results: Perform
polishing process to attain an overall gloss reading of .35 specified
overall gloss value (SOGV) as measured using a Horiba 10 -320, and a specified minimum gloss
reading of Z0 minimum local gloss value (MGLV). A minimum of 75 readings shall be taken
throughout the interior sales floor. The approved applicator shall take four gloss measurement
readings at 90- from each other, and then averaged for one reading at each location. The
overall measurement shall be reported to Dollar General within 24 hours of the polishing
process. Gloss shall b
p e considered as a quantitative value that expresses the degree of
reflection when light hits the concrete floor surface. Gloss measurements will be taken
independent of ambient lighting and will be taken within a sealed measurement window located
beneath the test unit.
TOWN OF YA RUMUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR Oiy;,MiSSiON!S DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSMILI TY OF 'AS BUILT'
COMPLIANCE.
DATE: 11 J,)
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Drawing:
ISSUED FOR PERMIT
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4 2'-0" x 1'-0"CNC. PIER F40 N
, I
_ S3.0 (EMBED. IN CONC WALL - i I i rn
(SIM.) � I ( TYP. ALONG GRID LINE 1)
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2'-0' x V-4" CONC. PIER I I ysss+ o
(EMBED. IN CONC. WALL ( S
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3 I (TYP. C) 5 CONC. PIER (TYP. GRID. A I i I 1 L
TOP OF LL ELEV. EXCEPT 0 CORNERS I T
S3.0 I DOOR ( 1'-0") [B.O. FTN -4'-6"] [B.O. FTN'G-4'-6"] S4.0 [B. FTN'G _ 4'-6"] [B.O. FTN'G-4'-6') T.O. ALL EL. - J S4.0
`D ~' ( I� (TYP. U.N 0') r - - � r - - IF - ��l F30 (- , F30 {-1'-0") DOOR F130 I r_)111 L ------ -- --J L-------------� L---- ------- li-I i O- L- Z -I J% -� r------- _ ---� r---- ---- -- -�--
NF 0 3 L + J F60 G� - + - J F60 `�tQ,1 -T F60 �� c� F60 ��
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CONCRETE SIDEWALK I j ' ��,�� ��,��, 0 I ' Sy�S F30 I I 2
(SEE CIVIL !DRAWINGS)
H 0
76'-6 I I 54'-
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26'-0" 14'-3:'," 15'- OV 27'-4"
fI " 82'-8" (0/0 CANOPY STEEL
52 0 i ( / 1 ) I
„ H 1 H f H f! I f H
26'-0 26'-0 26 -0 14 -3�', 11'-8Y, 22 -7 90f
130'-8" 3!
1 �!j
3 4 4.6 5 5.1 6 6.5
FOUNDATION PLAN n
SCALE 1/8" = 1'-0" s2.o
PLAN NOTES:
1. BOTTOM OF ALL EXTERIOR FOOTINGS HAS BEEN ASSUMED TO BE A MINIMUM OF 4'-0" BELOW FINISHED GRADE.
THIS IS TO BE CONFIRMED WITH RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. NOTIFY
STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
2. REFER TO DRAWINGS S1.0 & S2.0 FOR GENERAL NOTES AND DRAWINGS S3.0 & S4.0 FOR TYPICAL DETAILS.
3. SEE S3.0 FOR TYPICAL CONTROL JOINT DETAIL.
4. SEE S3.0 FOR CONSTRUCTION JOINT DETAIL.
5. FINISHED FLOOR ELEVATION TO BE COORDINATED W/ CIVIL (REFERENCE ARCHITECTURAL AND CIVIL DRAWINGS).
6. VERIFY DIMENSIONS WITH ARCH. AND METAL BUILDING DRAWINGS. DIMENSIONS SHOWN ON ARCH. AND METAL
BUILDINGS TAKE PRECEDENCE OVER DIMENSIONS SHOWN ON THIS PLAN.
7. CONTRACTOR TO COORDINATE EXACT LOCATION AND ELEVATIONS WITH SITE GRADING PLAN. GRADING PLAN IS
REQUIRED TO PREPARE ACCURATE CONCRETE BID.
8. REFER TO GEOTECH. REPORT FOR ADDITIONAL INFORMATION REGARDING SOIL UNDER SLAB AND FOUNDATIONS.
9. PROVIDE CONTROL JOINTS IN SLAB IN ACCORDANCE WITH GENERAL NOTES ON S1.0.
10. FOOTING DETAILS SPECIFY MINIMUM DEPTH BELOW EXTERIOR GRADE. G.C. SHALL VERIFY FINAL SITE GRADING
ELEVATIONS WITH CIVIL DOCUMENTS/SITE CONDITIONS. REPORT ANY DISCREPANCIES TO THE STRUCTURAL
ENGINEER.
11. HAIRPIN TYPICAL WHERE SHOWN (SEE 7/S4.0 & 8/S4.0) FOR DETAILS.
12. BUILDING COLUMN BY METAL BUILDING MANUFACTURER, TYPICAL.
13. METAL BUILDING MANUFACTURER TO DESIGN STRUCTURE TO SUPPORT LOADS FROM EXTERIOR LIGHTS AND
SATELLITE DISH. COORDINATE WITH ARCH.
14. GENERAL CONTRACTOR MUST SUBMIT METAL BUILDING DRAWINGS (SIGNED AND STAMPED BY THE METAL BUILDING
VENDOR) TO THE ENGINEER OF RECORD AFTER CONTRACTOR HAS REVIEWED, STAMPED, AND SIGNED METAL
BUILDING DRAWINGS WITH THE CONTRACTOR STAMP. COLUMN REACTION CALCULATIONS MUST ALSO BE
SUBMITTED TO THE ENGINEER OF RECORD ALONG WITH THE SIGNED METAL BUILDING DRAWINGS.
FOOTING SCHEDULE
FOOTING FOOTING SIZE
ID TAG (L x W x D) REINFORCING
F30
4" NORMAL WT. CONCRETESLAB-ON-GRADE
REINF.
#5 E.W.
® BOT.
6x6 - W2.9 x W2.9 W.W.F.
(PROVIDE MIN. 12" COMPACTED
5
5 E.W.
AL FILL BELOW 10 MIL PO
Y. VAPOR RETARDER - SE
GENERAL
L
ADD'L INFO). SEE SLAB EETAIL
FOR SHRINKAGE CRACK
CONTROL
SEE DETAIL 3/S4.0
JOINT DETAILS, TOP OF
ELAB ELEV. CALLED 0'-0"
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SHRINKAGE CONTRO JOINTS ,-J i
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SPACED AS SHOWN (SEE f 4 I I C14
DETAIL 5/S3.0, TYP CAL)S3 �OF_'=T:B- -(!B. 2
J a
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4 2'-0" x 1'-0"CNC. PIER F40 N
, I
_ S3.0 (EMBED. IN CONC WALL - i I i rn
(SIM.) � I ( TYP. ALONG GRID LINE 1)
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2'-0' x V-4" CONC. PIER I I ysss+ o
(EMBED. IN CONC. WALL ( S
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2'-0" x 2'-O" _
3 I (TYP. C) 5 CONC. PIER (TYP. GRID. A I i I 1 L
TOP OF LL ELEV. EXCEPT 0 CORNERS I T
S3.0 I DOOR ( 1'-0") [B.O. FTN -4'-6"] [B.O. FTN'G-4'-6"] S4.0 [B. FTN'G _ 4'-6"] [B.O. FTN'G-4'-6') T.O. ALL EL. - J S4.0
`D ~' ( I� (TYP. U.N 0') r - - � r - - IF - ��l F30 (- , F30 {-1'-0") DOOR F130 I r_)111 L ------ -- --J L-------------� L---- ------- li-I i O- L- Z -I J% -� r------- _ ---� r---- ---- -- -�--
NF 0 3 L + J F60 G� - + - J F60 `�tQ,1 -T F60 �� c� F60 ��
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CONCRETE SIDEWALK I j ' ��,�� ��,��, 0 I ' Sy�S F30 I I 2
(SEE CIVIL !DRAWINGS)
H 0
76'-6 I I 54'-
r2H
I
1" ]4
P B"
I I
26'-0" 14'-3:'," 15'- OV 27'-4"
fI " 82'-8" (0/0 CANOPY STEEL
52 0 i ( / 1 ) I
„ H 1 H f H f! I f H
26'-0 26'-0 26 -0 14 -3�', 11'-8Y, 22 -7 90f
130'-8" 3!
1 �!j
3 4 4.6 5 5.1 6 6.5
FOUNDATION PLAN n
SCALE 1/8" = 1'-0" s2.o
PLAN NOTES:
1. BOTTOM OF ALL EXTERIOR FOOTINGS HAS BEEN ASSUMED TO BE A MINIMUM OF 4'-0" BELOW FINISHED GRADE.
THIS IS TO BE CONFIRMED WITH RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. NOTIFY
STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
2. REFER TO DRAWINGS S1.0 & S2.0 FOR GENERAL NOTES AND DRAWINGS S3.0 & S4.0 FOR TYPICAL DETAILS.
3. SEE S3.0 FOR TYPICAL CONTROL JOINT DETAIL.
4. SEE S3.0 FOR CONSTRUCTION JOINT DETAIL.
5. FINISHED FLOOR ELEVATION TO BE COORDINATED W/ CIVIL (REFERENCE ARCHITECTURAL AND CIVIL DRAWINGS).
6. VERIFY DIMENSIONS WITH ARCH. AND METAL BUILDING DRAWINGS. DIMENSIONS SHOWN ON ARCH. AND METAL
BUILDINGS TAKE PRECEDENCE OVER DIMENSIONS SHOWN ON THIS PLAN.
7. CONTRACTOR TO COORDINATE EXACT LOCATION AND ELEVATIONS WITH SITE GRADING PLAN. GRADING PLAN IS
REQUIRED TO PREPARE ACCURATE CONCRETE BID.
8. REFER TO GEOTECH. REPORT FOR ADDITIONAL INFORMATION REGARDING SOIL UNDER SLAB AND FOUNDATIONS.
9. PROVIDE CONTROL JOINTS IN SLAB IN ACCORDANCE WITH GENERAL NOTES ON S1.0.
10. FOOTING DETAILS SPECIFY MINIMUM DEPTH BELOW EXTERIOR GRADE. G.C. SHALL VERIFY FINAL SITE GRADING
ELEVATIONS WITH CIVIL DOCUMENTS/SITE CONDITIONS. REPORT ANY DISCREPANCIES TO THE STRUCTURAL
ENGINEER.
11. HAIRPIN TYPICAL WHERE SHOWN (SEE 7/S4.0 & 8/S4.0) FOR DETAILS.
12. BUILDING COLUMN BY METAL BUILDING MANUFACTURER, TYPICAL.
13. METAL BUILDING MANUFACTURER TO DESIGN STRUCTURE TO SUPPORT LOADS FROM EXTERIOR LIGHTS AND
SATELLITE DISH. COORDINATE WITH ARCH.
14. GENERAL CONTRACTOR MUST SUBMIT METAL BUILDING DRAWINGS (SIGNED AND STAMPED BY THE METAL BUILDING
VENDOR) TO THE ENGINEER OF RECORD AFTER CONTRACTOR HAS REVIEWED, STAMPED, AND SIGNED METAL
BUILDING DRAWINGS WITH THE CONTRACTOR STAMP. COLUMN REACTION CALCULATIONS MUST ALSO BE
SUBMITTED TO THE ENGINEER OF RECORD ALONG WITH THE SIGNED METAL BUILDING DRAWINGS.
FOOTING SCHEDULE
FOOTING FOOTING SIZE
ID TAG (L x W x D) REINFORCING
F30
3'-O"x3'-0"x12"
(4)
#5 E.W.
® BOT.
F40
4'-O"x4'-O"x12"
5
5 E.W.
® BOT.
F60
6'-0"x6'-O"xTBD"
7
6 E.W.
® BOT.
t 20k
SEE DETAIL 3/S4.0
C4
+45k / -15k
Ok
HSS COL.
U-) I
le
5"
BP -1
BASEPLATE & LEVELING I 0
O
PLATE
BASE PLATE 8c ANCHOR BOLT
DETAILS (CANOPY BASEPLATES)
SCALE 3/4" = 1'-0"
CODE INFORMATION AND FOUNDATION DESIGN LOADS (EXCEPT AS NOTED):
BUILDING CODE: 8TH EDITION 780 -CMR MASSACHUSETTS STATE BLDG CODE, (IBC 2009 W/ MA. ADDENDUM) YARMOUTH, MA
FLOOR LIVE LOADS:
FIRST FLOOR: 100 PSF
SNOW AND ROOF LOADS/FACTORS:
GROUND SNOW LOAD (Pg): 30 PSF
GEOTECHNICAL FACTORS:
FROST DEPTH: 4'-0"
SOIL BEARING CAPACITY. 3.000 PSF (PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC, MAY 19, 2016)
SEISMIC FACTORS:
(TO BE DETERMINED BY METAL BUILDING MANUFACTURER)
(*ALL LOADS IMPOSED ON FOUNDATION BY METAL BUILDING SHALL BE SUPPLIED TO THE FOUNDATION DESIGN ENGINEER TO CERTIFY
PROPOSED FOUNDATION DESIGN INDICATED ON PLANS)
GENERAL NOTES:
1. GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL DIMENSIONS, ELEVATIONS, GRADES, IMPLIED LOCATIONS, AND SIZES
SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING
GEOTECHNICAL REPORT.
2. ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO THE ARCHITECT OF RECORD.
FOUNDATION NOTES:
1. ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE CLEARED FROM THE BUILDING FOOTPRINT.
2. ALL SOIL SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED STRUCTURAL FILL OVER NATURAL SUBGRADE WITH A SAFE
BEARING CAPACITY OF 3,000 PSF. GC SHALL BE RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND SURROUNDING SITE/SUBGRADE IN
STRICT ACCORDANCE WITH GEOTECHNICAL ENGINEER'S REPORT.
3. ROCK SHALL BE EXCAVATED A MINIMUM OF 4" BELOW BOTTOM OF FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED
GRAVEL.
4. A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON EACH TYPE OF SOIL TO BE COMPACTED.
5. SOIL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY PER ASTM D1557 IN LIFTS NOT TO EXCEED 6"
LOOSE DEPTH.
6. FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB TO VERIFY COMPACTION. A COPY OF ALL TEST
REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD.
7. BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO EXCEED 2 FEET MAXIMUM DIFFERENTIAL.
8. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL GRANULAR FILL MATERIAL REQUIREMENTS.
9. NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER OR ICE.
10. ALL SLABS -ON -GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE GRANULAR FILL UNDER A 10 MIL. POLY VAPOR
RETARDER. COORDINATE ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS WITH GEOTECHNICAL ENGINEER OF RECORD.
11. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
CONCRETE NOTES:
1. REFER TO DRAWING S1.0 FOR COMPLETE PROJECT CONCRETE SPECIFICATIONS.
2. A SET OF FOUR (4) CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON EACH DAY
WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS, TWO AT 28 DAYS, AND ONE AT 56
DAYS. A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD.
3. A MIX DESIGN SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF CONCRETE. MIX DESIGN SUBMITTAL SHALL INCLUDE
HISTORICAL BREAK DATA FOR EACH MIX OF CONCRETE
4. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, SPACING AND PLACEMENT, SHALL BE SUBMITTED
ELECTRONICALLY BY THE CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR MUST REVIEW THE SHOP
DRAWINGS PRIOR TO SUBMISSION TO THE ARCHITECT OF RECORD. ALL COPIES OF THE SHOP DRAWING SUBMITTALS SHALL BEAR A DATED
AND SIGNED SHOP DRAWING STAMP WHICH DOCUMENTS THE GENERAL CONTRACTOR'S APPROVAL.
5. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES, FLOOR DEPRESSIONS AND CUT OUTS.
6. COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT, PLUMBING, MECHANICAL, ELECTRICAL CONTRACTORS AND LOCAL
AGENCIES.
7. ALL CONCRETE SHALL BE DETAILED, FORMED, HANDLED, PLACED, AND PROTECTED IN ACCORDANCE WITH PROCEDURES AND
GUIDELINES PRESCRIBED IN THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318, MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES, ACI -301, AND ACI -305/306 GUIDES FOR HOT/COLD WEATHER
CONCRETING.
STRUCTURAL STEEL NOTES:
1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC SPECIFICATIONS AND CODES, LATEST EDITION.
2. ALL WIDE FLANGE SECTION STRUCTURAL BEAMS (W) SHALL BE ASTM A992 Fy = 50 KSI. BASE PLATES, CHANNELS, ANGLES, AND
MISC. STRUCTURAL STEEL SHALL BE ASTM A-36, Fy = 36 KSI. ALL SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS)
SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 KSI.
3. ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND A307.
4. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4" DIAMETER HIGH STRENGTH
BOLTS UNLESS NOTED OTHERWISE.
5. ALL WELDING ELECTRODES SHALL BE E70XX.
6. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING IN
BUILDING CONSTRUCTION-, LATEST EDITION.
7. NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4" DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM OF 10,000 POUNDS
UNLESS NOTED OTHERWISE.
S. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS NOTED OTHERWISE.
9. ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING.
10, AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL INSPECTION AND TESTING. THE STRUCTURAL STEEL FABRICATOR AND
ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING REQUIREMENTS TO BE COMPLETED. A COPY OF ALL TEST REPORTS
SHALL BE FILED WITH THE ARCHITECT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO
TEMPERATURE DIFFERENTIALS AND STABILITY.
12. AFTER FABRICATION, ALL STEEL, EXCEPT THAT TO BE GALVANIZED, SHALL BE CLEANED OF ALL RUST, LOOSE MILL SCALE AND OTHER
FOREIGN MATERIALS AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT.
13. THE FABRICATOR SHALL FURNISH ELECTRONIC CHECKED SHOP AND ERECTION DRAWINGS AND OBTAIN APPROVAL PRIOR TO
FABRICATING ANY STRUCTURAL STEEL.
14. CUTS, HOLES, OPENINGS, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON
SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP. BURNING OF HOLES OR CUTS IN STRUCTURAL STEEL
MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD.
15. FULL MOMENT CONNECTIONS SHALL BE DESIGNED AND DETAILED TO DEVELOP THE FULL CAPACITY OF THE MEMBERS BEING
CONNECTED.
LIGHT GAGE TRUSS NOTES:
1. ALL DESIGN, DETAILING, FABRICATION, AND ERECTION OF LIGHT GAGE FRAMING SHALL BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL
INSTITUTE "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION, AND THE MANUFACTURER'S
DETAILS AND SPECIFICATIONS.
2. ALL ROOF TRUSSES SHALL BE HELD DOWN WITH HURRICANE ANCHORS PER TRUSS MANUFACTURERS REQUIREMENTS.
3. LT. GA. TRUSSES SHALL BE DESIGNED PER THE AMERICAN IRON & STEEL INSTITUTE (AISI) STANDARD FOR COLD -FORMED STEEL FRAMING -
TRUSS DESIGN.
4. LT. GA. TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, ELECTRONIC SHOP DRAWINGS BEARING
SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF MASSACHUSETTS. SHOP DRAWINGS SHALL INCLUDE
BUT ARE NOT LIMITED TO: TRUSS LAYOUT PLAN; TRUSS DETAIL SHEETS SHOWING CONFIGURATION, DIMENSIONS, LOADS, MEMBER SIZES AND
GRADES, MEMBER FORCES, CONNECTION PLATE SIZES, TEMPORARY AND PERMANENT BRACING REQUIRED; TRUSS CONNECTION HANGERS FOR FLUS
FRAMING.
5. LT. GA. TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL PERMANENT AND TEMPORARY ERECTION BRACING.
6. TRUSS FABRICATOR SHALL COORDINATE ALL LOADS THAT ARE TO BE SUPPORTED FROM ROOF TRUSSES WITH RESPECTIVE TRADES.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL PRE-ENGINEERED LIGHT GAGE METAL TRUSS REQUIREMENTS.
G.C. TO COORDINATE & VERIFY ALL DIMENSIONS WITH METAL BUILDING
MANUFACTURER AND ARCH. DRAWINGS PRIOR TO FABRICATION OF
REBAR & PLACING OF CONCRETE.
BUILDING PAD PREPARATION: REFER TO GEOTECHNICAL REPORT
FOR SITE PREP RECOMMENDATIONS PRODUCING A DESIGN
POTENTIAL VERTICAL RISE OF LESS THAN (1)
NOTE: NO FOUNDATION REBAR IS PERMITTED TO BE 'WET SET."
BAR MUST BE IN PLACE PRIOR TO CONCRETE PLACEMENT.
ASSUMED COLUMN BASE REACTIONS
MARK
VERTICAL
REACTION
HORIZONTAL
REACTION
ANCHOR BOLT
LAYOUT
C1
+10k / -2k
f 2k
SEE DETAIL 1/S4.0
C2
+20k / -5k
t 5k
SEE DETAIL 2/S4,0
C3
+20k / -2k
t 20k
SEE DETAIL 3/S4.0
C4
+45k / -15k
Ok
SEE DETAIL 4/S4.0
C5
+30k / -10k
t 20k
SEE DETAIL 5/S4.0
C6
+10k / -2k
t 2k
OMIA
C7
+10k / -2k
f 2k
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ANCHOR BOLT SIZE & LENGTH TO
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STEEL COLUMN (BY METAL
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ISOLATION JOINT (SEE TYPICAL
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4" REINF. INTERIOR CONC.
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AS READ
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TYPICAL INTERIOR
COLUMN FOOTING DETAIL
SCALE 3/4" = 1'-0"
2'-0"
UNDISTURBED VIRGIN 12" MIN, COMPACTED GRANULAR FILL ON
SOIL - FIELD VERIFY FOR SUITABLE VIRGIN SOILS (SEE GENERAL NOTES
SUITABILITY (SEE FOR ADDITIONAL REQUIREMENTS)
GENERAL NOTES FOR
REQUIREMENTS, TYP.)
1. SAWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. OF SLAB
PLACEMENT, AS SOON AS CONCRETE IS CAPABLE OF SUPPORTING SAWCUTTING
EQUIPMENT.
2. LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN, OR AT MAXIMUM
SPACING OF 20 FT. O.C. IF NOT INDICATED ON PLANS. RESULTING SHAPE SHALL NOT BE
GREATER THAN 400 S.F. NOR EXCEED A 1.5: 1 LENGTH TO WIDTH RATIO.
3. OPTIONALLY, THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE -FABRICATED PLASTIC
STRIPS INSTEAD OF SAWCUTTING. SUBMIT CATALOG CUTS FOR APPROVAL PRIOR TO
USING.
4• INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS -ON -GRADE SHALL
CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, ACI -360 AND
ACI -302.
TYPICAL INTERIOR
SLAB—ON—GRADE DETAIL
SCALE 3/4" = 1'-0"
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BASE PLATEBY OTHERS ON LEVELIN
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/-NUTS & 2" NON -SHRINK GROUT (SEE tax 508.584.2014
CONC. PIER & ANCHOR BOLT DETAILS) s -mall : bka•bkaaroha-com
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SUITABILITY (SEE FOR ADDITIONAL REQUIREMENTS)
GENERAL NOTES FOR
REQUIREMENTS, TYP.)
1. SAWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. OF SLAB
PLACEMENT, AS SOON AS CONCRETE IS CAPABLE OF SUPPORTING SAWCUTTING
EQUIPMENT.
2. LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN, OR AT MAXIMUM
SPACING OF 20 FT. O.C. IF NOT INDICATED ON PLANS. RESULTING SHAPE SHALL NOT BE
GREATER THAN 400 S.F. NOR EXCEED A 1.5: 1 LENGTH TO WIDTH RATIO.
3. OPTIONALLY, THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE -FABRICATED PLASTIC
STRIPS INSTEAD OF SAWCUTTING. SUBMIT CATALOG CUTS FOR APPROVAL PRIOR TO
USING.
4• INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS -ON -GRADE SHALL
CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, ACI -360 AND
ACI -302.
TYPICAL INTERIOR
SLAB—ON—GRADE DETAIL
SCALE 3/4" = 1'-0"
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STEEL COLUMN (BY OTHERS) Brockton, NIA 02302
BASE PLATEBY OTHERS ON LEVELIN
PLATE(BY tsl : 608.583.5603
/-NUTS & 2" NON -SHRINK GROUT (SEE tax 508.584.2014
CONC. PIER & ANCHOR BOLT DETAILS) s -mall : bka•bkaaroha-com
• +' 0. � ; %),� 1'0 MIL . . POLY. VAPOR RETARDER ` ,�,;:: . 12 MIN. COMPACTED GRANULAR
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FILL ON SUITABLE VIRGIN SOILS
(SEE GENERAL NOTES FOR
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12 MIN. COMPACTED GRANULAR FILL ON
e moi; SUITABLE VIRGIN SOILS (SEE GENERAL 20" #3 TIES 12 "O.C. U.N.O. R
NOTES FOR ADDITIONAL REQUIREMENTS) 8„ (SPACE AT 6 TOP 12 _ SEE ARCH. FOR INSUL. (TYP.)
OF CONCRETE PIER/SLAB)
24" 12"
GRID 6 HORIZ. WALL REINF. SHALL BE
-#4 SLAB DOWELS ®12" O.C. 24" CONT. THRU PIER 2" CLR.
SEE 1/S3.0 FOR FNDN. (2) #5 CONT.4
WALL & FOOTING REINF. SEE PLAN/SCHED. T —
(TYP.) FOR FTG. SIZE & +i. ` i• :R ':
REINF. (TYP.)
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NOTE: MAXIMUM SPACING CONSTRUCTION JOINT W/ 1/2" X 1"
OF SHRINKAGE AND/OR DEEP REGLET BOTH SIDES OF WALL,
CONST. JOINTS NOT TO FILL WITH SEALANT TYPICAL
EXCEED 60 FEET.
CONSTRUCTION JOINT DETAIL
PROVIDE AND INSTALL OUTSIDE
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OF CONCRETE PIER/SLAB)
24" 12"
GRID 6 HORIZ. WALL REINF. SHALL BE
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SEE 1/S3.0 FOR FNDN. (2) #5 CONT.4
WALL & FOOTING REINF. SEE PLAN/SCHED. T —
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EXCEED 60 FEET.
CONSTRUCTION JOINT DETAIL
PROVIDE AND INSTALL OUTSIDE
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ISSUED FOR PERMIT
ANCHOR BOLT SPACING
ANCHOR
BOLT
DIA.
MINIMUM DIMENSIONS
A
B
C
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ANCHOR BOLT SCHEDULE
SCALE N.T.S.
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ANCHOR B
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BKA Architects, Inc.
Architecture + Interior&
142 Crescent Street
Brockton, MA 02302
tel 508.583.5603
fax a 508.584.2914
®-mall + bka-bkaarchs.com
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ISSUED FOR PERMIT