HomeMy WebLinkAbout24 sp110 misc specs.pdfNOTES ARE CONTINUED
FROM SHEET SP100
SECTION: 07000
ROOFlNG SYSTEM REQUIREMENTS:
1. THE FLAT ROOF SHALL BE A WHITE, 45m'J TPO ROOF SYSTEM INSTALLED PER THE
MANUFACTURERS SPEGFlCATIONS. WITH BOTH 1 1�2" & 7' ISO BD. INSl1LATI0N
R-VALUE OF 21J. ROOFER TO FLASH WALLS, ROOF TOP GUftBS, AND ALL VENTS.
RWFlNG CONTRACTOR TO FURNISH A 15 YEAR WARRANTY.
SECTION: 08000
STORE FRONT REOUIREMENTS�
Note:
All storefront Prames to be Thermo-Break frames.
A. ALUMINUM DOORS AND FRAMES
PART 1 - GENERAL
1.01 SUMMARY
A. Section indudes:
1. This Section includes, but is not necessarily limited tq the
fumishing and installation of the major Items Ilsted below as
indicated on the Drowings, as specified herein, and as necessary
for the proper and complete performance of the Work.
2 Major ltems:
a. Aluminum ezterior doors with hardware ezcept lock cylinders
ond where noted to be per Hardware Schetlule on plon_
b. Aluminum frames (or ezterior doors, induding preparation for
door hordware.
B- Reloted Sections:
1. Work per(ormad undar this section shall meet the following:
o. IBC- Chopter 20-Aluminum.
b. IBC- Chapter �0, Section 1008-DOOrs, Gates and TurnsCiles.
c IBC- Chapter 24-Glass and Glazing.
1.02 REFERENCES:
A Except as herein specified or as intllcated on the Drawings, the work of
this Section shall comply with the following�
1. AAMA - ArchltecWral Aluminum Manufacturer's Association:
a- 6052 - Voluntary Specification for Hlgh Performance Organic
Coatings on Architectural Extruslone and Panels.
2 NAAMM - National AssociaUOn of Archltecturol Metal Manufacturers
a Entrance Manual.
1.03 SUBMITfALS:
A. Submit as requlred by Section 01000.19 - Submlttals.
B. Shop Drawings:
�. Submlt for aluminum doors and frames.
2 Required information�.
a_ Dlmensions.
b. DetaOs of fabncation and Installatlon.
C. ManuPacturer's Ilterature:
�. Submlt for aluminum doors and frames.
2 Submit Manufacturers InstallaPion instrucfions.
L04 QUALIiY ASSURANGE:
A QualificaCions:
1. Fabnwtlon antl Installation personnel:
a. Trained and experienced in the fabricatlon and installatlon of
the materials and equlpment.
b. Knowledgeable of the design and the reviewetl Shop Drawings.
1.05 DELNERY, STORAGE AND HANDLING�.
A_ Receiving ond storoge-
1. NI materials shall be delivered In origlnal, unbroken, brand marked
conta'mers or wropping os applicable-
2 Handle and store materials:
o- In o monner which will prevent:
1 Detenoration or damage.
2 Contaminotlon wiM foreign motler_
3 Damage by weather or elements.
SECTION: 09000
FlNISHES REQUIREMENTS-
GYPSUM BOARD SYSTEM
B. Rejected material and replacements.
t Re]ecl damoged, deterioroted or contaminoted matenol ond
Immetllately remove from the slte.
2- Repbce rejected matenals with new moteriols at no additional cost
lo OWNER.
1.06 WARRANiY:
A Requlrements:
L Fumish 2 ropies of written warranty slgned by Manufacturer,
Installer and CONTRACTOR.
2 Agreeing to replace tloors and frames whlch fail In materials or
workmanshi withln 3 ears of Substan6al Com letlon.
P Y P
3. Failures 'mclude, but are not neressarily Ilmlted to fallures in
operatlon of doors or hardware, excessive leakage or oir
'mfiltration, excessive deflections, delamination of panels,
excessive deterioroEon of flnlsh or metal and defects In
acceseories, weatherstripping, and other components of the work.
PART 2 - PRODUCTS
201 MANUFACTURED UNITS:
A. Aluminum frame doors:
L Manufacturers and type:
a Front ret clear anodized aluminum Prames (YES 600 Framing Members
2 Malerial.
a. Door sections shall be extruded aluminum 6063-TS allo with wall
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thickness of 0.125-inch nominal.
b. Moldln s, trim, and slo s shall be 0.050-Inch nominal thickness.
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c. Weatherstripping shall be sllicon treated pbstic pile.
3. Construction:
a. Doors shall have mortised and re'mforced comers, with 3�8-inch
steel lension rod.
b. Fastenings shall be stainlees steel or carbon steel cadmlum
plated.
c. With 6-inch high top rail.
a. Fm�sn:
a. Clear anodized aluminum.
b. Ree of scratches and blemishes.
5. Glazing preparation:
a. Extruded aluminum snap-in glazing slops.
b. Arronged Por 1�4-inch thlck tempered glass.
PART 3 - EXECUTION
3.01 INSTALLATION:
A. General:
1. Installofion shall be ln accordance with Manufaturer's and gloss
Manufacturer's printed Instructions.
2 Install frames plumb and true.
3. Join Prames rigidly, securely anchored to atljacent wnstruction.
B- Door glass
1. Install tloor gbss in acwrdance with IBC- Chapter 24.
3A2 CLEANING:
A. Prior to aeceptance of the work of the Section, thoroughly dean all
lnslalled materlals and equlpment and related areas as required by
Sectlon 01000.6 and 7 of these speeifications.
PART 1 - GENERAL
1.01 SUMMARY:
A. Section indudes�.
L This Sec6on indudes, but Is not necessarily limited
to, the fumishing antl Installation of gypsum board and
metal support system construction as indlcated on the
Drawings, as specifietl hereln, and as necessary for the
proper and complete pertormance of the Work
B- Related SecUOns:
1. Work pertormed untler this section shall meet the following:
a_ IBC- Chopter 25 Gypsum board antl Ploster_
b. BG- Ghapter 8 Interior Rnishes.
1.02 REFERENCES:
A. Except as herein specified or as Indlcated on the Drawings, the work of
thls Section shall comply wlth the following_
1. ASTM Standard SpecificaYions'.
a_ A 525 - General Requirements for Sheet Steel, Zinc-mated
(galvanized) by the Hot-Dip Process.
b. A 64� - Z'mc-coated (Galvanired) Carbon Steel Wire.
a A 792 - Steel Sheet, Aluminum-Z'mc Alloy Goated by the Hot-Dip
Process.
d. C 36 - Gypsum Wallboard.
e. C 79 - Gypsum Sheathing Board.
L C 475 - Jo'mt Treatment Materials for Gypsum Wallboard
CiOI19f�OCf10119.
g. C 645 - NorLOad (Axial) Bearing Steel SWds, Runners (Track)
and Rlgid Furring Channels for Screw Appllcation of Gypsum Board
h_ C 840 - Appncatlon ond Flnlshing of Gypsum Board-
2 ASTM Test Methods:
a- E 96 - water vopor Tronsmisson of Motertols-
b. E 119 - Fire Tests of Bullding Construction and Materials.
3- Intemotlonal Bullding Code-
L03 SUBMITTALS-
A_ Submit os required by Section 01000-�9 - Submittals.
B- Product data�
1. Submit for each gypsum board systam wmponent.
2. Submlt Monufocturer's product speclflcallons and lnstallotion
'mstructions, induding other data as may be requlred to show
compllonce with these Specifications.
L04 DELNERY, STORAGE AND HANDLING.
A. Defrver materials In onginal packages, wntainers or bundles beanng
brond nome and identification of Monufocturer of Supplier_
1.05 CLEANMG
A Prior to acceptance oP the work of the Sectioq thoroughly clean ond
remove stalns from all installation matenals, and related areas as
reqWred by SecCion 0�000.6 and 7 of these specifications.
B- ACOUSTICAL TREATMENT (see special notes on plans)
PART 1 - GENERAL
1.0� SUMMARY:
A. Section 'mcludes:
1. This Sectlon Indudes, but is not necessarily fimited tq the
fumishing and Installation of the maJor Items Ilsted below as
Indlcated on the Drawings, as specifled herein, and as necessary for
the proper antl complete pertormance of the Work.
2 Major Items:
a. Acoustical ceiling panels.
b- Exposed suspenson syslem_
1 D2 DESIGN AND PERFORMANCE REQUIREMENTS:
A. Cotles and stantlarde:
1_ Awustiwl materials shall be in ocwrdance with the techniwl data
Ilsted in the current bulletin Pertormance Date, publlehed by the
Acouslical & Insuloting Moterials Associofion_
2 Acoustical material shall be Flame Spread Class 25 or less complying
with Fetlerol Specification SS-S-� 18A.
3. Suspension system shall comply with ASTM C 635 and ASTM C 636
Intermetliote duty-
4. All material shall have a Class I flame spread raCing complying wlth
ASTM E 84 tunnel test method and carr comes ondin UL label.
Y P 9
5. Slze attachment devices for hongers for acoustical panels for 5
times design load 'mdicatetl in ASTM C 635, Table 1, Dlrect Hung.
6. Fire roted cellings and suspended grid systems shall meet the
requiremenLS of Underwnters Laboratory (UL) Design Number P225,
Including endosures around all Ilght fixtures.
7. Install to meet the requirements of ASTM E 580.
1.03 SUBMITTALS:
A. Submlt as required by Section 01000.19 - Submittals.
B. Manufacturer's Ilterature:
1- Submit for celling lile and suspension system.
2 Illustratln Products antl installation re wrements.
9 9
1.04 SE UENCMG AND SCHEDULING:
Q
A. Do not Install awusfical eeiling system untll all work is completed
above the celling.
B. Coordinate layout and Installatlon of celling panel system with other
work supported by or penetrating through ceiling.
1.05 INSTALLATION:
A. Ceiling rystems:
1_ Install oll ceiling tile and suspension system In stricl accordance
wlth ASTM C 636, the ManuPacturer's recommendations and the
recommenda6ons of the Acousllcal & Insuloting Moteriols
Association. Use a laser instrument to ansure that ceiling is level
2. Honger wires sholl be spacetl not over 4'0" on center ond sholl be
attachad to the structure above. Support each comer of each Gght
fixture.
3. Suspension system shall be at the heights shown (or the vanous
areas antl be level Ihroughout
4. When completely installed, the grid systems shall be rigid against a
side sway.
5. Primary furring member shall be no greater than 4'0" on center.
6. Secondary members shall be installed in accordance with the spacing
ond other requlremenls o£ the rystems oP wMCh they are a part-
7. In connection with all systems, extra members shall be used to
accommodate all ceifing openings required for the work oP others.
8. Install edgemold at intersection of suspended ceiling and vertical
surfoces.
9. All outside comers shall have comer caps.
iQ Coordinate the installoCion oP lhe ceifing with the installatlon of
Ilghts, ductwork, 9rilles, etc.
�t Ponels sholl be loid wt symmetrically wlth the room ozis with units
of the eame siza at opposite walls of area, layout shall permlt
brgest border units possible.
12. Notch hemmed edges of tee bar at 'mtersections of crosstaes.
�3- Suspentl system from strucWrol steel or steel joists- Support from
metal deck is not oermitted.
�4_ Center ceiling regislers and light Oxtures on 1 ponel or comer
meeGng po'mt of 4 panels.
�5- Center surfoce mounted Ilght fixtures on row or joint
16. Install flre rated ceiling In accordance with UL Deslgn No. P225
induding holddown clips and endosures over all light fixtures and
diffusers as indlcated on Drawings.
17. Installation shall be as required to meet the requirements of the
appGcable Intemational Bullding Code Slesmic Zone.
L06 CLEANING:
A. Prior to acceptance of the work of thls Sectioq thoroughly dean all
installed materials and related areas as required by Section
05000.6 and 7 of these speciflcotlons.
C. PAINTING:
PART 1 - GENERAL
t01 QUALIiY ASSURANCE
A. Generol:
1. All work may be 'mspected as to proper surface preparation,
pretreatment, priming, dry lllm thlckness, curinq, color ond
workmanship. Appllcable standards, test methods and inspecPion
equipment Includes-
a. SSPC-VIS-1 photographic blast cleaning standards Qatest
revision)
b. Inspector's wet film and dry film thickness gages.
a Zorelco 369/PHD pin hole detector.
d. Mark II Tooke Gage.
L02 PFOJECT CONDITIONS:
A. Environmwtal requiremwts:
L Comply with Manufacturer's recommendaYions regarding environmental
condl6ons under which waHngs moy be applled'
2 Environmental conditions which affect coating application indude,
but are not necessarily limited to- ambient air temperature, surfoce
temperature, humidity, dew point and environmental deanliness.
3. Do not expose epoxles during appllca6on ond cure to sunfight and
heaters that emit wrbon tlioxide and car�on monouide.
4 CONTRACTOR shall demonstrote acceptability oP environmental
condltions as requlred by ENGMEER.
1.03 MAINTENANCE:
A Leave wlth OWNER 39 minimum eztra quanCity (at least one gallon) of
each type and color of paint used for finish coats and one gallon of
each type of thinner requlred. Containers ehall be tightly eealed and
dearly labeled-
PART 2 - CONCRETE
201 CONCREfE BLOCK (STANDARD OR SPLIT FACEJ:
A. Apply Coat 896 AcryGc Block Filler at a spread rate of 70-100 sq.ft.
Per gallon; Depending on type of Block All pours and voids must
be filled.
EXTERIOR PAINTING SCHEDULE
- SEAL REAR COLORED MASONRY BLOCK WITH
2 COATS OF CLEAR SEALER
- HOLLOW METAL DOORS
(2) COATS OF ALKYD ENAMEL PAINT
ALL COLORS BY
PART 3- POURED OR PRECAST CONCRETE
A. Apply 1 Coat of Portar 898 Pigmented Bonding Primer or equal
used according to Product data sheet wilh 5543 HD thlnner or
equal.
B. Finleh Coats will be same as Ilsted for block (above).
PART 4- BARE METAL (DOORS, PIPES, OR ELECTRICAL BOXES)
A. Remove any loose rust.
B. Pnme with Porter- 'mterlac 290 metal primer or equal.
C. Apply 1 coat of Porter 619 series Gloss Acrylic Ext. or equal.
PART 5 - PREPRIMED METAL
A. Appry 1 coat of Porter 619 series Acryfic Gloss Enomel or equal.
PART 6 - BAFE GALVANIZE
A. Wipe with thlnner to remove any oils.
B. Etch with Galvaprep, rinse and let dry.
C- Pr�me w1U Porter 215 Rust screen or equaL
D. Apply 10R2 coat Porter 519 series flat or 619 senes Gloss Acryllc
or equal
PART 7. EXAMINATION
A. Inspection:
L Pnor to the commencement oP surface preparatlon or other coating
activities thorou hl Ins ect the surfaces to determine if the Work
9 Y P
ls ready lo be prepared and palnted-
2 Report in writing to ENGWEER, all wndltions that may potentially
offect proper opplicatlon.
3. Do not commence surtace preparation or other coating acCivities
un61 such defects hove been corrected-
B- Correctlon o£ dePects-
1. Correct tlefects and deficiencies in surtacee which may adversely
affect work of the SecCion_
PART 8. CLEANING:
A. Remove s illed s lashed or s atle ed a'nt from all surfaces.
P . P P P
B. Do not mar surfoce f'Nsh of te be deaned.
9
C. Prior to acceptance of the Work of th's Sectioq thoroughly clean all
pamted surtaces and reloted a eas as required by Section
01000.6 and 7 of these specifications.
PART 9. PROTECTION_
A. Generol:
1. Adequately protect other surtaces from paint and damage.
2 Re air tlamo e as a result of inode uale or unsuitable rotec6on_
P 9 Q P
B- Prolective moterials
L Fumish sufficlent drop doths, shields, and protective equipment to
prevent spray or droppings from fouling smfares not being pa'mted
and In particular, surtaces withln storage and preparoEon area.
C. Electrical plates and hardware�.
1. Remove electrical plates, surface hardware, fittings and fastenings
prior to palnting operaCions.
2 These Items are to be carefully storetl, deanetl and replaced upon
completion of work In each area.
3. Do not use solvent to clean hardware that may remove permanent
lacquer finish.
SECTION: 15000
MECHANICAL REQUIREMENTS:
A. PWMBING
SCOPE
Fumish all labor, material, equipment and servlces neressary to
wmplete installation of all waste systems, drainage systems, vent
systems, hot and cold water systems and all plumbing fixtures shown
on the drawings and herein specified.
Fiutures to be Amencan Stantlard or equal.
SPECIAL REQUIREMENTS:
L 1 1/2° FLOOR DRAINS (wITH COVER) TO BE INSTALLED IN ALL RESTROOMS
2 ALL WATER LINES WSTALLED TO BE COPPER.
3. ALL WATER LINES ABOVE CBLING TO BE WSULATED-
4. ALL WATER IJNES TO HAVE SHUT-0FF VALVES IN METER ROOM AND
WHERE ENTERING UNITS.
5. ALL PWMBING VENiS AND DRAMS TO BE PVG (PIPES W CEILINGS
WITH RETURN AIR SYSTEMS TO BE WRAPPED M RRE RATED WSULATION)
6. ROOF FLASHINGS TO BE BY ROORNG CONTRACTOR.
CONTRACTOR.
7. ROOF DRAIN PIPING TO BE WRAPPED WITH FlRE RATED INSULATION
CODES AND REGULATIONS
Comply with the Indiana Plum6ing Code, and the Indiana Energy
Conservation Code or the local codes having jurisdiction
m the partiwbr area-
MATEFIALS
General: All moteriol specified below sholl conform to the
standaras listed In Table 14-1 of the Intllana Plumbing Code.
TRENGHES
Plumbing trenches under slabs sholl be backfilled with granulor
materlal and compacted to 989,.
SANITARY SYSTEM
Laying Pipe: Eslablish all tlow conditions prior to commencing
work in order to moid conflicts Contractor wlll be allowed
reasonoble variatlons from the established grodes and elevation ot
those shown on the plans In ortler to meet the final antl exact
condition.
Vwts; Fixtures shall be vented as indicated on drawings Vents
and soll stacks shall be extended through the rooL They shall be
terminated i6" above the roof and flashed with an approved Flashing
by Dura-losl Roofing Controctor.
Hongers and Supports- Conform to Chopter 3, Seclion 3.�4 oi the
Indiana Plumbing Code.
Covering of Work: No work shall be coveretl untl the requlred
tests have been mode and approval !or cover-up hos been gronted by
the Inspector.
Tests In occordance with Chopter 6, SecOOn 609-4 of the Indiono
Plumbing Coda
Sterilization of Water Piping: The Contractor shall (lush the
entlre system of oll lmpuritles- Additionol disinfecting may be
requiretl by the local authority.
B. HEATWG AND AIR CONDITIONING
SCOPE
Fumish all labor, material, equipment antl services necessary to
complete installalion of all heating and air conditioning work and
all fan duct work shown on the drawings and herein specified.
SPECIAL REQUIREMENTS�.
1. ALL RTU SIZES AN� SPEQFlCATIONS LISTED ON THE MECHANICAL
PLAN SHEETS.
2 HEATING CONTRACTOR TO FURNISH AND INSTALL ALL REQUIRED
cns uNes.
3. HEATWG CONTRACTOR TO FURNISH ANO INSTALL ALL INSULATED DROPS
4. UNITS TO BE EQUIPPED WITH SMOKE DETECTORS AND STROBE
ALARMS.
CODE COMPLIANCES
Comply with the Indiana Mechanical Code, the Indiana Poel Gas Cotle,
and the Indiano Energy Conservation Code, or other local wde having
]urisdiction in the particular area.
HEATING EQUIPMENT
General� All e ui ment shall coniorm to the re uirements of the
9 P 9
latest etlition of the Energy Conservation Code. The minimum
efficiency rating of all electric heating and cooling equipment
sholl meel lhe requirement of Toble 5032-3 (� thru 7)_ The controctor
shall verify that the equipment prior to submitting hls bid.
AIR CONDITIONING EQUIPMENT
Generol: All equlpment shall coniorm to the requlrements of the
latest edition of the Energy Conservation Code. The minimum
eifibenty roUng of oll electnc heaCing ond cooling equlpmenl
shall meet the requirement of Table 5032.3 (1 thru 7). The contractor
sholl verity that the equipment prior to submitling his bid-
TESTS
Each s stem shall be tesled lo insure that the inlent stated above
Y
has been realized. Bonnet tem erature and e ui ment noise level
P 9 P
sholl be checked to insure ro er e ui ment o eration. Air flow ot
P P 9 P P
each re ister shall be checked to Insure ro er and unrestricled
9 P P
air flow through the duct system. AIl tests required by the Indiana
Mechonicol Code shall be pertormed-
BACKDRAFT DAMPERS
Air discharge openings through roofs or exterior walls shall be
protected against the entrance of rain, snow, birds, large insects
and £oreign objects- Automatic louvers or backdrott dampers sholl
be provitletl on other than attic ventilators to prevent a reverse
tlow of air when the fan is not in operation.
G FlRE PROTECTION
CONTRACTOR TO FURNISH STATE APPROVED DRAWINGS
SCOPE
FurNSh all lobor, motenol, equlpment on0 servlces necessary to
complele installotion of fire protection system as shown on
lhe drawings and hereln speclfied.
CODE COMPLIANCES
Comply with the Indiana Fire Code, IBQ or other local code
having jurisdiction in the particular area.
SPEGAL REQUIREMENTS
Flow Indicater to be installed on Sprinkler Systems Riser (or
connection to alarm bell.
Tests: In accordance with Chapter 9of the Indiana Flre Code and
Chapter 9 of the Intemationol Building Code.
SECTION: 16000
ELECTRICAL REQUIREMENTS�.
S��PE
Fumish all labor, material, equipment and services necessary to
install ond connect all eledrical equipment shown on the drowings
and specified in these specifications.
SPECIAL FEQUII2EMENTS'.
1. ALL WIRING SHALL TO BE �12 MINIMUM COPPER.
2 ALL ELECTRIC SERVICE WFORMATION TO BE COORDINATED WITH LOCAL
UTILITY REQUIREMENTS.
3. ALL ELECTRIC PANELS TO BE EQUIPE� WITH BUILT IN COPPER BUSS TYPE.
4. ALL CONDUITS TO BE STRAPPED OR CLAMPED ACCORDING TO NEC AND
ALL BENDS TO BE MADE WITH APPROVED BENDERS.
5. ALL JUNCTION BOXES ARE TO HAVE COVERS INSTALLED AND CIRCUITS
CONTAWED INSIDE TO BE MARKED ON COVER.
6. ALL RECEPTACLES TO BE 16" TO CENTER AF.E UNLESS OTHERWISE NOTED.
Z NO MORE THAN FlVE (5) RECEPTACLES SHALL BE ALLOWED ON ANY
ONE (1) CIRCUIT.
8. ALL PANELS SHALL HAVE TmED IDENTIFlCATION LABELS FOR ALL CIRCUITS-
9. A SEPERATE GROUND WIRE SHALL BE PULLED IN ALL CONDUIT RUNS
AND SHALL BE CONTINl10115 THROUGH SYSTEM. (EMT IS NOT AN
ACCEPTABLE GROUND)
10. THERE wILL BE A wATER PIPE GROUND ALONG wITH BUILDMG AND FOOTER
REBAR GROUND FOR THE SERVICE.
11. ALL WEATHERPROOF COVERS SHALL BE FWSH, COVERED AND GASKETED
TO KEEP OUT ANY MOISTURE.
12 ALL ELECTRICAL CONNECTIONS SHALL BE DONE BY APPROVED METHODS.
13. ALL CONDUITS AND WIRING FOR ELECTRICAL SERVICE TO BE FURNISHED
AND INSTALLED PEk LOCAL POWER COMPANYS REQUIREMENTS.
14. TELEPHONE SERVICE CONDUIT TO BE FURNISHED AND INSTALLED BY
SITE CONTRACTOR.
15. WSTALL FIkE ALARM PANEL AND DIALER TO MONITOR SPRINKLER FISER
FLOW SWITCH
GENERAL
The installation shall comply with all laws of local regulating
authorities, the regulatlons of the current edition of the
Indiana Electric Code and with wiring rules of the local
electrical utility company After completian of work, the
Contractor sholl fumish the Owner, o cerEificate of finol
inspectlon and approval from the local inspectlon department or
bureau having jurisdiction.
MATERIAL
Prohibited Material: The use of aluminum wire is prahibited.
oll moteriol sholl be new, bearing Underwriter's stamp
of approval.
WORKMANSHIP
All work shall be executed in a workmanlike manner and shall
present a neat appearonce when wmpleted.
Markers: Each meter and its associated switch shall be identified
by number. Each meter and switch shall have a panel.
Sleeves: Passage of condult through any firewall shall be
rovided with i e sleeves. seal s ace between and conduit
P PP P
wlth flreproof caulking.
PROGRESS OF WORK
The Controctor shall order the progress of thls work so as to
conform to the progress of the work of other trodes and sholl
complete the entire installation as soon as the condition of the
bullding will permit.
DESIGN LOADINGS:
CONCRETE FLOOR LOADING:
1. All wncrete slab flooring shall be designed forthe following loading:
Floor Live Load (uniform): 300 psF
Floor Live Load (wncentreted): 1,000 psF
STEEL LOADING:
1. All Steel Freming member shall be designed fo rthe following loading:
Roof Live Load (uniform): 20 psf
Roof Live Load (concentrated): 300 psf
Roof Snow Load: 20psf= 0.7 Ce Ct I Pg
Pg Gound snow Load: 20psf
WIND LOADING:
Basic Wind Speed: 90mph
Importance Factor (1�: Catagory II -1=1.00
Expwure Catagory: B
Internal Pressure Coefficent (GCpi): t0.18
Componants and Cladding:4.7 &-15.8
SEISMIC DESIGN LOADING:
Seismic Importance fac[or:1=1.0
Oaupancy Utegory: II
Mapped Spec[ral Response Acceleration (Sg & 51)
Sg= 020g
$�= 0.�
Site Class D
Smg= 0.32g
Sml= 0.19g
Sdg= 0.23g
Shc= 0.13g
Seismic Design Category: B
Seismic Base Shear:71.68 kips
Seismic Response Coefficient:0.07
Response Modiflation faROr 3
Equivalent Wteral Force Procedure used.
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Job No.: Date Stamped:
13039 02/18/14
Drawn By: Checked By: Scale:
caw tab 1/8'= 1'-0'
CAD FILE:
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SiaiE OF_ �,
CERTIFIED BY:
THIS DR4WING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
AND 6 NOT TO BE USED FOR ANY
OTHE12 PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
iIRE'.
SP110