HomeMy WebLinkAboutDrawingsPREVIOUS TENANT NOTE
THIS SPACE WAS PREVIOUSLY OCCUPIED BYA BUSINESS OCCUPANCY
SCOPE OF WORK
WORK UNDER THIS PERMIT CONSISTS OF LANDLORD INTERIOR IMPROVEMENTS OF AN EXISTING SHELL SPACE LOCATED IN AN
EXISTING 1-STORY EXTERIOR OPEN AIR CENTER. THERE IS NO TENANT AT THIS TIME
THERE WILL BE MODIFICATION TO ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS
A SEPARATE PERMIT IS REQUIRED FOR ANY FIRE SPRINKLER WORK/MODIFICATIONS
POLICE DEPT. NOTES
EXTERIOR DEADBOLT LOCKS SHOULD BE FLUSH MOUNTED, PROTECTED WITH A SPINNING SLEEVE, OR OTHERWISE DESIGNED TO
RESIST TAMPERING. REAR DOORS SHOULD HAVE THE DEADBOLT THROW PROTECTED BY TAMPER RESISTANT HARDWARE SUCH
AS AN ESCUTCHEON PLATE OR LOCK GUARD. REAR EXTERIOR DOORS TO COMMON AREAS SHOULD BE EQUIPPED WITH A
PEEPHOLE OR DOOR SCOPE DOOR VIEWER. DOUBLE DOORS CONTROLLED BY MAGNETIC LOCKS SHOULD HAVE THE GAP
BETWEEN DOORS COVERED WITH ASTRAGAL OR OTHER MEANS TO PREVENT UNAUTHORIZED ACCESS BY SLIDING A TOOL
BETWEEN THE DOORS, EXIT MOTION SENSORS SHOULD BE INSTALLED FAR ENOUGH AWAY FROM ENTRANCES TO PREVENT
UNAUTHORIZED ACCESS FROM COMMON AREAS. INSTALL SECURITY FILM ON GLASS DOORS
SHEET INDEX
ARCHITECTURAL
A0.01
COVER SHEET
A0.02
SPECIFICATIONS
•
A0.03
SPECIFICATIONS
0
A1.00
ADA ACCESSIBILITY STANDARDS
A2.00
DEMOLITION PLAN
A2.01
OVERALL FLOOR PLAN / LIFE SAFETY PLAN
A6.01
REFLECTED CEILING PLAN
A8.01
DETAILS
«
A8.02
DETAILS
MECHANICAL
M1
MECHANICAL PLAN
!
ELECTRICAL
E1 ELECTRICAL PLAN 0
_
E2
ELECTRICAL PLAN
E3
ELECTRICAL PANEL SCHEDULES
0
PLUMBING
P1
PLUMBING PLANS
P2
PLUMBING SCHEDULES & DETAILS
MATERIAL INDEX
KEY PLAN
SYMBOL INDEX
NTS
ABBREVIATIONS
■
PERMIT FOR
THIS SPACE
#15
PROPERTY LINE O DOOR NO,
EARTH [><I WOOD
ROUGH �'"-- FINISH CONTOUR AO WINDOW N0. AB ANCHOR BOLT EF EACH FACE MO MASONRY OPENING
ACT ACOUSTICAL CEILING ELEC ELECTRICAL MET METAL
-100 - - _ TILE EQ EQUAL NIC NOT IN CONTRACT
_ EXISTING CONTOUR WALL TYPE ADJ ADJUSTABLE EJ EXPANSION JOINT NOM NOMINAL
GRAVEL ® WOOD AFF ABOVE FINISH FLOOR EW EACH WAY NTS NOT TO SCALE
FINISH O TOP OF CURB OFFICE ROOM TITLE ALT ALTERNATE EXT EXTERIOR O/C ON CENTER
101 ROOM NO. ALUM ALUMINUM FD FLOOR DRAIN PL PLATE, PROPERTY LINE
�OQ TOP OF PARAPET A A FLRIWALL/CLG FIN ARCH ARCHITECTURAL FE FIRE EXTINGUISHER PR PAIR
CEILING HT BJ BAR JOIST FIN FINISH PT PRESERVATIVE TREATED
LT. WT. CONCRETE GYPSUM -BOARD BLDG BUILDING FM FACTORY MUTUAL RAID RADIUS
SMALL SCALE ,� TOP OF WALL 1 REVISION BLK BLOCK FIR FIRE RATED REINF REINFORCE (ED) (ING)
LARGE SCALE BLK G BLOCKING FRT FIRE RETARDANT REP REPRESENTATIVE
�0o FINISHING ELEVATION BM BEAM TREATED REQD REQUIRED
CONCRETE RIGID INSULATION
�78 EXISTING ELEVATIONC�::D REVISION AREA BRG BEARING FS FLOOR SINK SF SQUARE FEET
BRK BRICK FV FIELD VERIFY SPECS SPECIFICATIONS
a ELEVATION TARGET 1A MATERIAL/ FINISH I COLOR BTM BOTTOM FTG FOOTING STRUCT STRUCTURAL
C/C CENTER TO CENTER GA GAUGE STL STEEL
1 COLUMN LINE CJ CONTROL JOINT GALV GALVANIZED SS STAINLESS STEEL
f CONCRETE -BLOCK BAT.TEWINS_ULATION CKT CIRCUIT GP GUARD POST T/BM TOP OF BEAM
CLG CEILING GWB GYPSUM WALL BOARD TEMP TEMPERED
A COL COLUMN HC HANDICAPPED TG TRUSS GIRDER
CONC CONCRETE HM HOLLOW METAL T&G TONGUE & GROOVE
CONST CONSTRUCTION HR HOUR T/JST TOP OF JOIST
BRICK GLASS CONT CONTINUOUS HT HEIGHT T/ST TOP OF STEEL
SMALL SCALE BUILDING SECTION CONTR CONTRACTOR HVAC HEATING, VENTILATING, TOM TOP OF MASONRY
A
LARGE SCALE AA3. NO. / DRWG NO. CL CENTERLINE AIR CONDITIONING TOS TOP OF SLAB
CMU CONCRETE MASONRY INSUL INSULATION TYP TYPICAL
UNIT JB JUNCTION BOX LINO UNLESS NOTED
METAL - - - - - - - - - - - VAPOR -BARRIER CRS COURSE LF LINEAL FEET OTHERWISE
1 WALL SECTION DEM DEMISING LG LONG VT TILE
A3.X NO. / DRWG NO. DIA DIAMETER LLH LONG LEG HORIZONTAL VCT VINYL COMPOSITION
DIM DIMENSION LLV LONG LEG VERTICAL TILE
DN DOWN MASY MASONRY VWC VINYL WALL COVERING
P .YWQOD_ DS DOWNSPOUT MFR MANUFACTURER W/ WITH
SMALL SCALE 1 DETAIL DW DRYWALL MECH MECHANICAL W/0 WITHOUT
LARGE SCALE Ag X NO. / DRWG NO. DWGS DRAWINGS
4-
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Bg
# 5C £
r_""LOCATION MAP
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SITE
111
JURISDICTION: PORT ST. LUCIE, FLORIDA
2020 FBC CODE EDITIONS
BUILDING
FLORIDA BUILDING CODE - BUILDING 2020
PLUMBING
FLORIDA BUILDING CODE - PLUMBING 2020
MECHANICAL
FLORIDA MECHANICAL CODE - MECHANICAL 2020
ELECTRICAL
2014 NEC (NFPA 72)
ENERGY
FLORIDA BUILDING CODE - BUILDING 2020
FIRE
Florida Fire Prevention Code 6th Edition w/ NFPA 101 2015 edition
ACCESSIBILITY
FBC 2020 "FLORIDA ACCESSIBILITY CODE FOR
BUILDING CONSTRUCTION"
BUILDING AND CONSTRUCTION DATA
EXISTING BUILDING OCCUPANCY CLASSIFICATION (FBC 309) (B) FUTURE BUSINESS OR (M) MERCANTILE
CONSTRUCTION TYPE (FBC TABLE 601) EXISTING BUILDING -TYPE 1116 UNPROTECTED
ALTERATION LEVEL 11 PER FBC CHAP. 4 SECT, 404 COMPLIANCE METHOD: FBCE 101.5.2 WORK AREA COMPLIANCE METHOD
FIRE SPRINKLERS: YES
CONSTRUCTION AND ALTERATION TO COMPLY WITH NFPA 241
ADJACENT OCCUPANCIES: GROUP (B) BUSINESS / (M) MERCANTILE
OCCUPANCY CLASSIFICATION OF THIS TENANT (FBC 304.1) FUTURE GROUP (B) BUSINESS OR FUTURE (M) MERCANTILE
AREA OF TENANT SPACE 1,140 SF
OCCUPANT LOAD - (RETAIL) 1,140 / 60 = 20 OCCUP.
SEPARATION RATING REQ.: 1-HOUR REQ. - 1-HR PROVIDED
TOTAL RESTROOM LOAD 20 / 2 = 10 EP,. SEX
TOILETS REQ. F/M = 1, TOILETS PROVIDED F/M =1 (OCCUR LOAD UNDER 100 MERCANTILE - (1) UNI-SEX TOILET ROOM REQUIRED)
URINALS REQ. = 0 URINALS PROVIDED = 0
LAV REQ. EA. = 1, LAVS PROVIDED 1
SERVICE SINK REQ. = FUTURE, SERVICE SINK PROVIDED = FUTURE
DRINKING FOUNTAIN REQ. =1, DRINKING FOUNTAIN HI/LO PROVIDED = 1
TENANT'S SIGNAGE CONTRACTOR SHALL PREPARE SIGNAGE SHOP DRAWINGS AND SUBMIT TO BUILDINIG DEPT. & LANDLORD FOR APPROVAL.
ALL SIGNAGE IS UNDER SEPARATE PERMIT,
IN INTERIOR FINISHES
TAB. 803.5- INTERIOR WALL AND CEILING FINISHES FOR OCCUPANCY GROUP B, SPRINKLERED, ARE CLASS B FOR EXIT ENCLOSURES AND
EXIT PASSAGEWAYS,` CLASS C FOR EXIT ACCESS CORRIDORS AND OTHER EXITWAYS, AND CLASS C FOR ROOMS AND ENCLOSED SPACES.
EXIT REQUIREMENTS
CODE
REQUIRED
PROVIDED
OCCUPANCY: M MERCANTILE
FBC 309
NFPA6.1.10
OCCUPANCY LOAD: M MERCANTILE
FBC 1004.1.2 (1 PER 60 S.F.)
30 OCCUPANTS
NFPA 7.3.1.2 (1 PER 60 S.F.)
30 OCCUPANTS
DEAD END CORRIDOR (MAX.)
FBC 1020.4
50 FT
NFPA36.2.5.2
50 FT
N/A
COMMON PATH OF TRAVEL (MAX.)
FBC 100621
75 FT MAX. ALLOWED
NIA
NFPA 36.2.5.3
100 FT MAX. ALLOWED
NUMBER OF EXITS REQUIRED (TOTAL BUILDING)
FBC 1006.3
2
2
NFPA 36.2.4
2
2
EXIT SEPARATION (MIN.)
FBC 1007.1
20'-0"
50'-0"
1/3 DIAGONAL OF FLOOR OR SPACE
MAXIMUM TRAVEL DISTANCE
FBC 1017.1
250 MAX ALLOWED
SEE PLAN
NFPA 36.2.5
250' MAXALLOWED
MINIMUM CORRIDOR WIDTH
FBC 10202
44" MIN.. AISLE WIDTH
SEE PLAN
EGRESS WIDTH REQUIREMENTS FBC SEC. 1005.3.2: BUILDING WITH A TOTAL OCCUPANT LOAD OF 20 MULTIPLIED BY 0.2" PER OCCUPANT
EQUALS 4" OF EXIT WIDTH REQUIRED. 68" OF EXIT WIDTH HAVE BEEN PROVIDED,
EXIT ACCESS COMPONENTS
A. SEC. 1020.2- MINIMUM CORRIDOR WIDTHS = 44"
DOOR REQUIREMENTS
A. SEC. 1008.1.2- EGRESS DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL. OPENING FORCE FOR INTERIOR SIDE SWINGING
DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 LB. FORCE. FOR OTHER DOORS THE LATCH SHALL RELEASE WHEN SUBJECTED TO A
15 LB. FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB. FORCE AND SHALL SWING TO A FULL OPEN POSITION
WHEN SUBJECTED TO A 15 LB. FORCE. ALL FORCES SHALL BE APPLIED TO LATCH SIDE.
B. SEC. 1008.1.8.3- EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT. THE MAIN EXTERIOR DOOR OR DOORS IN GROUP M MAY BE EQUIPPED WITH A KEY OPERATED LOCKING
DEVICE FROM THE EGRESS SIDE IF THE DEVICE IS READILY DISTINGUISHABLE AS LOCKED AND THERE IS A SIGN STATING "THIS DOOR TO
REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED".
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
A0.01
SECTION 01040 -_COORDINATION I I SECTION-01720_- PROJECTI3ECQ1111DOC_UMENTS I I
SECII.01`11aZ270-FIREST9PPiNG
PART-1- GENERAL
C.
Submittals shall contain:
SECTION05400_-_CUD�ORMED.METALFRAMING
PART2. P__RODUCT_S
PART 1, GENERAL
PART I. GENERAL
191 PRE CON.STRLLGTIDLLCONFEREllCE
1. The date of submission and the dates of any
previous submissions.
PARI_L GENERAL
2.01 MATERIALS:
1.01 WORK INCLUDED:
A, Before beginning workat the site, the General Contractor
�
2. The Project title and number.
3• Contract identification.
1-01 REQUIREMENTSINC-LUDED
1,01 REQUIREMENTS:
A. Installation of firest opping_materials_at-openings.and voids.in,
shall attend a rp e-co.nstructimr,onference and bring with
himthe�Superintendent_employsd forthisPrstject-lathe
4. The names of:
A
Maintenance9f_RecordOocuments and_SampLes.
A. Workiacluded: Structural-mslai wall framing, with anchorage
A ThermaLlingAhion: Mineral.n glass fiber jrisu having_
the followin thermalresis#anco"R value; (Insulation in
g
or at periphery of fire rated construction.
event the Contractor is _unable to attend, he shall send a
a. Contractor
b. Supplier
B.
Submittal_ofRecordOocuments and Samples.
and bracing.
U.L Rated-Amemblies shall1bear the U1-Classificstion
1.02 RELATED. WORK.
letter of_introductionbyAheSuperintendentin whichhe
C. Manufacturer
Marking BZJZ)
advises the S.uperintendent's fu1name_and states that he
is assigned to the project and will be in full responsible
5. Identification of the product, with the specification
1-02 RELATED -REQUIREMENTS:
g Related -Work.
1 ExferiorFramec�ld(allAreas;__B 9.1_krsfipaperfacedwith.
._Caul ' s<
� - Se�OZMM
A. Sealants_pndB.
charge._At_thistime-alLpartie.c,_concerned_-discussthe
section number.
6. Field dimensions, clearly identified as such.
A.
General Requirements;._ ivisionl
f blon-toad_bearing-metal-fr=iW-S.ectioa-02140
flanges oaaes'
Gypsum Wallboard:__Section 119250
protect under_contrsctand_pcepare aprogram-of procedure_
7. Relation to adjacent or critical features of the Work
Z. Gypsum_wallboard-_ Section09250
L03 REFERENCES:
in keeping with the requirements of the working drawings
anrispecifications._Tbe SuosrmtendenLshall henceforth
or materials.
8.
B.
Individual Specifications Sections:
� QUALI-TY-ASSUBAN-CE:
B. Foamed m-place-lnsulatron` used, -fire
make aysryefforttoexpeddo-usly_coordmate_au-phas�Qf
Applicable standards, such as ASTM or Federal
Manufacturerseertificatessnd_certificatss_of_iaspection.
retardant two comp9.aent_foaml� ngpnsulation.
A. ASTM E814 Fire Tests of Through -Penetration Fire Stops.,
�
' '
t e work,_mcluding_the required reporting procedure, to
Specification numbers.
9. Identification of deviations from Contract Documents.
1.03 MAINTENANCE
OF DOCUMENTS AND SAMPLES:
A• Erector Qualifications:
B. ULBuil la
ding Meter ry} ugh -Pen ation__Fir_e_
Is Dlre .t Thro et[
Co '
Stops_S_stems-(XHEZb_ansLFAll,_Y_okl_o Cavity
obta!n_the-end_result-withinthefullpurpose and intent_of the
10, Identification of revisions on resubmittals.
L Retail-m walls._ Full_hei
asonry_ t from foundation to
-Materials
jXHHW).
drawingsand_specific., i s_forthe project
11. Contractor's stamp, initialed or signed, certifying to
A.
ln-addition�ctrequiremenism_General Conditions, maintain
1. Minimum years experience n comparable-cWd-
loistheaingLIR'14.2j
C. Florida_Buildina Gode_(FBCy
1.02 VERIFICATIONOFS11R1[EY_DATA.
review of submittal, verification of products, field
at the site for Owner one record copy of:
formed metal framing projects.
2. Welders-qualified-haccordancs-witk AWS..D1.
Mut Lap
Dl NFPA 7.0-__National_Electrical Code.
A. Prior to commencing any excavation or grading, the
measurements and field construction criteria, and
coordination of the information within the submittal
1. Contract Dr
Drawings.
B. Design Criteria: "Specifications for he Design of Gold Formed
po yisoculatio d"gi -b
poiyisocvanuaiterigidboard._insulation_withasphalt
nsuWio i asp
►mpreanated-facings
1JI4 DEFINITION&
Contractorshall_satisfy himself_ asAothoaccuracy of all
with requirements of the Work and of Contract
Documents. Submittals received without the
2. Specifications.
3, Addenda.
Steel. Structural Members, "AmericankGnandSteel_InstiU%
1.
A. Firestopping:.A material, or combination of materials, to retain
survey -data -as -indicated in these -fans and specdications
and/or as provided by the Owner. Should the Contractor
Contractor's "checked" stamp will be cause for
4. Chan ge_Otders_andothermodaicationstothe
AISL
Retad_Roof_Deck;_a -1_9 MIN
2. TaperecRoof_insulation�114'°_Slooed 4_ x_4' Beards
the integr�y of time-rated�onstructionlzy�aintaining .an
discover any_inaccuracies,orrors,or omissionsin_the
Immediate return without further action.Reviewed
Contract.0
5.
References
eff�tive barrier against the spread of flame, smoke and
survey d"Ae shall immediately notify_the Archbctin
Reviewt<d shop drawings, product data, -and-
gasses. It shall be used in specific locations as follows:
order that proper adjustments_ can be anticipated_ and1.
SECTION 01410 TESTING LABORATORY SERVICES
samples.PART
Field test records.
ASTM A446, Steel Sheet, Zinc Coated -(Galvanized)by
3• EXECUTION
1. Duct,-cpbles,conduitpiningand penetrationthroug s h
ordered.. Commencementby._ihe_C_ontractor_-ofany
excavation gr shall -be held as_an Qf_the
7. InsPections.ertificates.
8
Hot4►p-ped Process
the2. ASTM_A520Specification�orSteslSheet�Zino_Coatesi
� INSPECTION:
floor slab and through time -rated partitions or fire walls.
b him a
surrey data by him after which time the Contractor has no
Contractor h
claim aaainsi_the_Dvrner_resuliing from alleaedarcors�
PART 1. GENERAL
ac e c
(Galvanized) by the Hot -Dip Process,
3. AmericanMelding Society, A111CSMJ,_Structural
A. Examine_areastoreceive-insulation_to ns.ure_
2. Openingsandgenetrations_in_time_-rated nartitions_or
omissions,onnaccuraciesofthe-said survevsiata
B.
StoreBecord_Documenis and.sampieslnfield_office_.apart_
from-us-ed-foreQnsiruction.-_Provide_files, mcks
Welding ode.
protection
tear
protectionagainstinsJement�ereatherandether ha�z r�ds;
tcompleted.
fire walls_containing fire doors,
1 03 LAYDULOFJf1rOBK
1.01 REQUIREMENTS INCLUDED:
and secure storage for Record Documents and samples.
im SUBMITTALS:
-e
pa Lpraceding_t
1 05 QUALITY -ASSURANCE
A. The_Gontcactor shall employ an Engineer or Land Surveyor,
A.
Contractor shall employ and pay for services of an
file Record on um numentsber
and gssam in Table
accordance
accordance_withsection number listings in Table of
listings
A. Shop Drawings:
13. Check_thatavailabte space is of sufficient depth fo.r
requ-Iredinsulation_tWdms&
A. Submit manufacturer's oductdate letter_ of_certification. or
certifw laborato ry test_repQftihai_the_maierial_or_combnation
registered ibencb tare Offlori a refa en him lnts_f blish__a
permanentbench mark,ptoyidereference points_fotalL
independent testing laboratory to perform specified
Centents_of.theSpecifications
1s Shopand field assembly details, includingsuts and
C. V _ri that substrate is_cleanand dry..
of material meet the requirements specified in ASTM E814 and
building Ones, grades, finish floor, curbs, pavement elevations,
services and testing,
D.
Maintain documents in a clean, dry, and legible condition.
connections,
areso classified it llL�fluilding Materials Directorl-
utili y inverts.
B.
Related Requirements:
use record_documents_for constructionpurposes.
2. Tyne and location of_shoo and_field�telds,_rivets, bolts,
� INSTALLATION;
B, Materials shall meet and be acceptable,for use by aOthree
1.04 COOPERATION;
andfastening devices,
A. Blankst_andBastlnsstlation
model -building codes._Basic Building�ede, Uniform.Building
1. Conditions of the Contract;
E.
Keep Record. Documents. and. samples available for
dDt
B Pr9uct aa;
Code,StandardBuilding Gode..
A. T he Contractor_ erf mTijng underihis_Contract and -other
Inspections and testing required by laws, ordinances,
inspection by Architect<
1. FitinsulationsnuplabetweerLframiog.
C. Materials shall_meetthe reguirements_of_NFPA_T"ational_
contractors performing under separate contracts, are
rules, regulations, orders or approvals of public
1.04 RECORDING:
1_• Descriptive_ data illustrating cold -formed framing system
Electrical
obligedto-coordinate theirmAinaxderihats.onsiruction
authorities.
componentslncl udina fasteners_and_accessories.
2. Maintain integrity of_insulation-over_entire_area_to-he
-Code,
willprQceed_withoiaharm or inconvenieac_e_to-thoOwner
A.
Reoorslinformation�n-a__set�fJ�lueline_opaquedrawi�nas,
2. Erection_instructions_contaimng sequence of_operations
insulated.
�
1,06 SUBMITTALS;
SUBMITTALS -
caused from failure to coordinate, to complete all work
2. Certification of products, test, adjust and balance
grid requirements far temporarybracing,
Carafutly cut andfitinsulationaround_pipes, conduits
-(tons-
according to the.time set forth as -per their respective
agreements.
of equipment, laborato tests required, and
in q �
B.
Provide_feKlIp-marking-marking
iormatarate colors
C. Cert kates�-Mar ufacturers_certificatior thatmaterialsmeet
and
4. Do_ notinstallinsulabonlequirmg compresslon_m
A. Submit she drawings, product
g , p c data,certificates and
standards for testing:Individual sections of
forepch-each-for recordlna_information.
specification requirements.
o
excesss�1 x
e
manufactureLslnstpllation-mstruciions and er provisions of
Epp
1-05 AS -BUILT DRAWINGS:
specifications.
C.
Record .information_concurrent(lcwith_construction nrooaress.
I Installin.accordance_with-manufacturer's
Sectio-11340,
A. Provide as -built drawings to the Architect on or before final
1.02 QUALITY ASSURANCE:
D9 not.conceal any work-until_requked-nformationis
PART 2. PRODUCTS
instructions
B. Submit_manufacturer's product-dataf_or_"atefWsand
.
payment
recorded.
B Foamed-min--place-Insulation;
prefabrict aed devces_,_,proir'
Wi
ing descriptions sufficienttor
-for -the -project.
A.
Meet "Recommended Requirements for Independent
D.
Contract Drawings -and- hop_ kawmgs:_Legiblymarkeach
2.09 ACCEPIABI_E_MANUFACIURERS:
identification at the job site, Include_ manufacturer's
instructionsforinsta0ation.
B. The intent sthat the tall drawings oergrou shall show the
Laboratory Qualification", published by American Council
item to record actual construction,_ including:
1, lnstalt-insulationin_accordance-with_martufacturer's
exact locations_aslnstalleslef all. -underground. -and
of Independent Laboratories.
p
A. Psovide-metalst ud system as manufacturedhy one of -the
instructions
2.
C. Submit shop drawings showing
g g proposed material,.
otherwise_concealedconduit, pipeandductJines_which_
1 Measured_ depths_oWements ofioundatron_in
following providing_manufacturer's�roduct-compiieswlih
Maintain continua__4finatdatlot�wrthoutgaps_ot
relnforcerneat,anchorage,fasteningsand-metK daf
were not installed exactly as shown_on_the original_contract
B.
Comply with requirements of ANSI/ASTM E329 and
relation to finish first floor datum,
Florida_Builidng Code product requirements;
voids.
installation. Donstructionsletails shall accurately.reflect actual
drawings`
ANSIIASTM D3740.
2. Measured-horizontaLandverticaLLaca#►ons of
1. GoldBond__B.uilding-P_ro_ducis�ivision
C. Roof Insulation:
job conditions
C. Pipe lines and ducts which are installed in furred spaces,
pipe chasm-orether soaces_whichcanbel eadily
C.
Authorized and licensed to operate m the State of Florida.
underground utilities and appurtenances,
2• U.S. Gypsum Company
3. Dietrich Industries
1. InstaOsigid_boprdinsulation�erithjoints parallel_to
inspected by the_use of access_panelso[Qthermeans Qf
to_permanenisurface_imptQvements•
4. Dalellnco[
urfaces- InstalLall.
bearing-s paneljoints overbearing
1.07 DELIVERY, STORAGE, AND HANDLING:
access will not be considered. as being concealed.
D.
Submit copy of report of inspection of facilities made by
3. Measured locations of internal utilities and
surfaces`
Materials Reference Laboratory of National Bureau of
uctron,
pppren
2,02 MATERIALS:
2. lnstalLapproved--mechanicalfastenersin_pattern.and
A. Deliver in original unopened containers or packages bearing
D. The drawingsshalLlze drawnloscale9nlranspprent�aper
Standards (NBS) during the most recent tour of inspection,
ed to-v_coacaaled-m-essd
referenced to_vislbleandaccessibLe%aturesQf
spacinglAxif �_1-90 recommendations.
manufacturer's names, brand designations, and product
or sepia line prints of the contract drawings. If sepia line
with memorandum of remedies of an deficiencies reported
Y p
construction.
A. 16-ga. and heavier structural members; _ASTM_A653, Grade-D,
3.03 CLEAN-UP:
descriptions.
printsare-used, the sepia lines shall a deleted as -required
by the inspection.
ed.
galvanizwitha minimum yield no nt of 50t000 psi.
and ink linesadded-thereto (or other_approved methodlto
provide. complete as -built drawings.
4. Field.changes of dimension and detail.
B. 20 _ga.,18 ga, and structural A653,
A Remove..andslrepose,sthete,-excess-off
B. Store materials under cover and protected from damage.
E.
Testing equipment shall be calibrated at reasonable
intervals with devices of an accuracy traceable to either
y
5. Changes madehy_Modifications.
GradeB•1gatvanize"Rh-a-minimu"eW pointof 33,000-psL
and debris leaving-workareasin-aclean-condition-
C. Do not use damaged materials,
E. IhesepiaPrint�mav�e_purchased from theoffice_Qf_the
Architect,
NBS Standards or accepted values of natural physical
6. Details not on original Contract Drawings.
C. Accessories: Cold -formed metal framing manufacturer's
1.08 SEQUENCING/SCHEDULING:
constants.
standard.
7, References_to-related-shopdmwingsond
A. Coordinate the work of this section with work performed under
SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
1.03 LABORATORY RESPONSIBILITIES:
Modifications.
2.03 FABRICATION:
other sections of the Project Manual.
A.
Cooperate with Architect and Contractor provide qualified
p � p q
E.
Specifics'
tioas:_Legiblylnark each itemtotecordactual
A. Form-members-tosnanufacturar_'s standard-shapes_meeting
PART 2. PRODUCTS
109 GENERAL;.
personnel at site after due notice.
construction, including,,
design criteria.
2,01 ACCEPTABLE MANUFACTURER:
A. Submit -Shop -Drawings, Product. Data, -and Samples
B.
Perform specified inspection, sampling and testing of
1_ Manufacturer,_trade name,_an_d catalc number of
g
Bs Cut fr mir memberstoiit_s arqu elv aaainstabuttingmembers.
required by the Contract Documents.
products in accordance with specified standards.
p p
each product installed, particularly optional
C. All -framm9-members shalLbsgalvanized bythe_hot-gip
A. Provide Firestopping materials specified products of the
Pp g r
following manufacturers:
1,02 SHOP -DRAWINGS:
and-s
items and substituteitems
process-in_accomWme MftMTM A52b, G-99 GDating
C.
Ascertain compliance of materials and mixes with
2. Changes_ made by Addenda and Modifications.
Designation-
1. Electrical Products Division/ 3M, St. Paul, MN 55114.
A. Drawings shall be presentedina_clear_and thorough
requirements of Contract Documents,
manner. Details shall be identified by reference to
F._shelt
Other Documents: 119aintam nu mafacturer's_certifications,
2. Fire Stop System, Dow Corning, Midland,
and detail, schedule or room numbers -shown on Contract
D.
Promptly notify Architect and Contractor of observed
inspection certifications, field test records required by
PART 3. EXECUTION
Michigan, 48686
Drawings.
irregularities or non-conformance of Work or products.
individual-Speakationsaections.
3.ff ERECTION:.
1 Flame Stop, Flame Stop, Inc., Roanke, TX 76262
1,03 PRODUCT DATA;
E.
Perform additional inspection tests required by Architect or
1.05 SUBMITTALS:
Owner.
A. Erect metalframinglnaccordance withmanufacturer�s
4. USG Interiors, Inc., Chicago, IL 60680
A. Preparation;
A.
At�ontract close-out, deliver RecQrdJ?ocumentsand
mstructtonsand-remw-edsb drawiutgs
1. G1earLy mark each copy to identify_pertiaentproducts
F.
Promptly submit written report of each test and inspection.
Y p p
samples to Architect for the Owner.
B. Position memb e.rs_plumbTsauace, andlruet�line.
B. Use only products manufactured by the same manufacturer.
or models.
Include date issued, project title and number, testing laboratory
B,
Transmit with cover letter in duplicate, listing:
2.02 FIRESTOPPING MATERIALS:
2. Show performance Characteristics and capacities.
name, address, and telephone number, name of laboratory inspector,
C. Attach members securely to_each side -of the flange or web of
I Show -dimensions -.andslearancessequired.
date and time of sampling or inspection, record of temperature
1, Des
the-topzidhottomtracks.
A. Firestopping materials shall constitute one or more of the
4. Show _wiring_or pipinn diagrams and controls_
and weather conditions, date of test, identification of
2. Project titie- dnumher,
following products or products comparable by the other specified
product and specification section, location of sample or test
1 Contractor's name, address.andtelephone number.
D. Wire tying of components is not permitted.
manufacturers.
B. Manufacturer'standard_schematic drawings-and-diagramss
in the Project, type of inspection or test, results of tests and
4. Number and title. of_ eachRecord-Document
compliance with Contract Documents.
5- Signature of_Contractor_d_authorizedrepresentative.
E. D� aroispltce-memhers
1. 3M Brand Caulk
1. Modify drawings and. diagrams to delete information
2. 3M Brand Putty 30303
which-is-n-otapplicable-to-the-Work.
1. Testing Distrubu#ion. One copy to each of the following:
F. Install _bridgk in accordance with_manufactorer's
3. 3M Brand Wrap/ Strip FS•195
2. Supplement standard information to provide
recommendations.
4. 3M Brand Composite Sheet CS-195
information specifically applicable to the Work.
5. 3M Brand Penetrating Sealing Systems 7900 Series
a. Architect
G. Performsveldinpinas-welding
4 04 SAMPLES:
b. Owner
B. Firestopping material shall be asbestos -free and capable of
C. General Contractor
maintaining an effective barrier against flame, smoke, and
A. Samples.shalf be of sufficient size and -quantity -to -clearly
d. Structural Engineer
SECTION Q7200 =INSU1ATION
gasses in compliance with the requirements of ASTM E814.
illustrate:
e. Record Documents File
PART I. GENERAL
C. Materials shall be suitable for the firestopping of penetrations
L Functional- of
tacbme
G.
Interpretation of test results, when requested by Architect.
made by steel, glass, plastic and insulated pipe.
integrallyrelated parts and attachment_devicas.
tdevice
101 CONDIIIONS_AND-REQUIREMENTS-
2. Full -range _of color, texture, and pattern,-
D. On insulated pipe, the fire -rating classification must not
A. AlLprovistons_ofthe -Conditionsofthe_Contract-apply_to this
require removal of the insulation.
1.04 LIMITS ON TESTING LABORATORY AUTHORITY:
Section.
1.05 CONTRACTOR RESPONSIBILITIES:
E. The rating of the firestops shall be one (1) hour, but in no case
A.
Laboratory may not release, revoke, alter or enlarge on
C_RetatedRequirementsliMdiedElsewhere:
less than the rating of the time -rated wall assembly.
A Review -Shop Drawings,ProductData, and Samplesorior_
requirements of Contract Documents.
to submission.
1, Built-up Roofing- Section 07500
PART 3. EXECUTION
B.
Laboratory may not approve or accept any portion of Work.
2. Gypsum wallboard'_Section_09250
a
B. Determine nd_xerify:
3.01 PREPARATION:
C.
Laboratory may not assume any duties of Contractor.
1.02 QUALITY ASSURANCE:
1. Field -measurements
A. Clean surfaces to be in contact with firestopping materials, rust
pp g
2. Field constructioacriteria.
D.
Laboratory has no authority to stop Work.
rY
A Qua*-Provide-_manufacturer's_written
or other substances that may affect proper fitting or the required
3, Catalog numbers and similar data,
Y p
certification that products intended for use meet
fire resistance.
4. Conformance with specifications.
specifiedrequirements.
1.05 CONTRACTOR RESPONSIBILITIES:
3.02 INSTALLATION:
C. Coordinate each submittal with requirements of the
B. Applicator Qualifications; Acceptable to insulation
and.of_the-Contract Documents.
A.
Deliver to laboratory adequate samples of materials
materials-mpnufacturer•
A. Install firestopping materials as indicated, in accordance with
proposed to be used which require testing, together with
manufacturer's instructions.
D. Notify_ the Owner, in writing, at time of submission,_ of any
proposed mix designs.
1.03 SUBMITTALS;
deviations inthesubmatals fromrequ"ments-oMe
B. Seal all holes or voids made by penetrations to ensure an
Contract Documents
B.
Cooperate with laboratory personnel, and provide access
A Product dataaadinstaliatioainstructioAs
effective smoke barrier.
E. Begin no fabrication or_workwhich requires_sub n ttals until
to Work, and to manufacturer's operations.
B. Sample"entify with-man.ufacturer'sname,-brand_name,
3.03 FIELD QUALITY CONTROL:
return of submittals.
R!�value_and composition.
C.
Provide incidental labor and facilities to provide access to
A. Examine firestopped areas to ensure proper installation prior
work to be tested, to obtain and handle samples at the site
C. Provid"erfflcatlon of combatibi(itymdt-B U.R._System.
to concealing or enclosing firestopped areas.
1." SUBMISSION REQUIREMENTS-
or at source of product to be tested, to facilitate inspections
and tests, and for storage and curing of test samples.
1 04 PRODUCT_ DELIVERY AND STORAGE:
B. Areas of work shall remain accessible until inspection (and
A. Makesubmittalspromotly Ln acc9rdance-with_approved
approval) by the applicable code authorities.
schedule, and in suchsequence_as-to cause no delay in the
D.
Notify Architect and laboratory 24 hours prior to expected
nritnamelsintact
A. Deivifying contents,
Work or in the work of any other_ contractor,
time for operations requiring inspection and testing
manufacturer,
ldentifyingmanufacturer,Contents, brand name; R-value.
brand
B. Numbero-submittalsrequired:
services.
B. Store_off_the_gro.und,_P-rotect agamstweather._
condensation, and damage.
1, Shon Drawings: ,Stbmitone r_eproduclble
transparency and two o ap gue re rroductions,
105 SCHEDULING-
1 Product Data, Submitthe_number-of copies which
theGontracior-requires,
A. Coordinateinstallation_with_other trades -whose woAcmay
I Samples: Submit in_ quantities required by the
be_affecied_or iav_e-effect
Architect. Generally, two (2) color, finish and texture
samples.
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
A0.02
SECTIQN_07920 - SEALANTS AN_ D_CALKKGS
PART4. GENERAL
SECTION 09250 -_GYPSUM WALLBOARD
PART 1. GENERAL~
SECTION 09900 - PAINTING
PART 1. GENERAL
3.03 APPLICATION AND WORKMANSHIP:
A. Perform work using experienced, skilled painter in accord
SECTION-15440_-:-FIRE_PROTECTIOIN
PART L GENERALwith
GENERAL NOTES
manufacturer's published directions. Mix and thin paint
1. GENERAL CONTRACTOR MUST HAVE THEIR OWN SUPERVISION ON SITE AT ALL TIMES WHEN SUBCONTRACTORS ARE WORKING, DELIVERING
CONDITIONS BEQ_UIREMENLS,
1.01 CONDITIONS AND REQUIREMENTS:
only as prescribed by the paint manufacturer.
MATERIALS TO THE SITE OR ARE ON SITE FOR ANY OTHER REASON.
-Lot -AND
A. AlLproYisionction. Oondition�oftheCQntract_appLy to this
1.01 CONDITIONS AND REQUIREMENTS.
A. All provisions of the Conditions of the Contract apply to this Section.
B. Apply paint using brush or roller. Application methods used
1.01 SECII9NILLCLUDES:
2. AS A CONDITION OF THE CONTRACT, THE CONTRACTOR SHALL REMOVE FROM THE PROJECT MANAGEMENT TEAM ANY INDIVIDUAL WHOM THE
Section
A. All provisions_ofihe Conditions_of the _Contract aoalylAthi.s
shall provide complete coverage, uniform colors, specified
work
A. F_ i[e_proteGiioneystems_for Retail BsiiLding_and_Canopy_Atea
ARCHITECT, AT HIS SOLE DISCRETION, DETERMINES IG UNCOOPERATIVE, OBSTAINENT, OR WHOM SUBSTANTIALLY HINDERS THE PROGRESS OR
Section,
B. Description: Provide all painting and finishing of surfaces
thicknesses, desired sheen and approved texture. Cut in
and this Siection.
DESIGN INTENT OF THE PROJECT,
B Retated_Re uimmmts Specified Elsewhere
B. Related Requirements Elsewhere:
as indicated on the Interior Design drawings.
edges by brush next to trim, abutting items and internal
corners. Repaint an surfaces where differences occur in
p Y
-by -requirements -of
3. DRAWINGS: ALL CONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS, CONTRACTORS ARE RESPONSIBLE FOR COMPLETE
coverage, or where surfaces contain runs, sags, brush
B. Provide fire protection service from build entrance tQ
�-
REVIEW. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE SET OF DRAWINGS. NO "EXTRAS" FOR MISSED ITEMS IN OTHER SECTIONS
1 Flashing -and sheet metal;-Section_07600
1. Cold•Formed_ctio framing: Section 05400
C. Related Requirements Specified Elsewhere:
marks, air bubbles, or stipples.
from
double detector chec _.Va[v_e_A a fire_ protection
WILL BE PERMITTED. THE CONTRACTORS SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY AMBIGUITY, INCONSISTENCY OR ERROR WHICH THEY
2< Cementplastet�_Section.09220
bubo
risQrtQslistribsaiion system, distribution pipingrfrom
DISCOVER UPON EXAMINATION OF THE CONTRACT DOCUMENTS, THE SITE, OR LOCAL CONDITIONS. GENERAL CONTRACTOR SHALL DISTRIBUTE
3 m_wallboard: Section 09250
Gypsu
2 inssilation. Section_07200
1 Firesto in _Section 07270
Pp g�
1. General requirements: Division 1
2. Sealants and calkings: Section 07920
C. Spray application is acceptable, unless indicated otherwise.
distribution sptemt4-sprinkler head locations,
COMPLETE SETS OF DRAWINGS TO ALL SUBCONTRACTORS, DO NOT SEPARATE DRAWINGS BY DISCIPLINE,
DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED ON DRAWINGS.
1.02 QUALITY ASSURANCE:
4. Portland _Qement Plaster:_Section_09220
5. Painting: Section 0990
1.02 QUALITY ASSURANCE:
D. For each coat of paint used, use lightly different shade than
ompleW- ry pancy (Group 2.), wet
C. PrQYde a-c 4rdirta �lazard Occu
4. COMPLETENESS: ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS, NOR SPECIFIED, BUT WHICH IS OBVIOUSLY NECESSARY TO
preceding coat to distinguish various coats.
pipe. automatic snr nkler_SystemTcomnlete_an_d ready for
COMPLETE THE WORK OF A SIMILAR NATURE OR TO COMPLY WITH ALL CODES SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER
A. Applicator. Qualifications;_li�inimum_2-years experiellEesn
102 QUALITY ASSURANCE:
A. Include on label of containers:
etatr be ign
Szp o1L._F�l'e�[otectron systemshaildeseSl_andAnstalled_m
OR THE ARCHITECT. ALL CONTRACTORS ARE RESPONSIBLE FOR KNOWLEDGE OF AND COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES
applying -sealants
E. Apply succeeding coats only after paint is thoroughly dry in
accordance with NFPA Standards_-Na-U and _14..
AND REGULATIONS.
1=03 SUBMITTALS:.
A Reference Standards.
1. Manufacturer's name
accord with manufacturer's published directions.
1.02 QUALITY ASSURANCE;
IN THE CASE OF CONFLICTING QUANTITIES/VALUES, THE GREATER AMOUNT OR THE ONE OF GREATER VALUE SHALL PREVAIL AND BE PROVIDED BY
1. Gypsum Association. "Recommended Specifications
2. Type of paint
3. Manufacturer's stock number
F. Seal tops and bottoms of all doors. Finish side edges of
THE CONTRACTOR AS A PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL
COMPENSATION.
A. P1QductData•<Twoeopies9fproductmanufactiitet's
for the A lication Board."
Application anof Finishing- Gypsum
4. Color
doors same as faces of doors.
A. lylanufacturerg:__firmsteg.ularly_engagedin themanufacture
'
spgcificati4ns�Qts��lant,..beching.and telaiesLmaterials.
-and -�
'GA216.. Keelzcopy of GA-216 infield office_for
5. Instructions for reducing, where applicable
of fire protectron_ i systems pro
p pmgT d-acts+ ottYpes,-
materials�nd sizes required,_whQse�roducts_have been in
IN THE CASE OF CONFLICTING OR INCONSISTENT INFORMATION, THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL AND BE PROVIDED BY THE
B Color for
duration of project.
6. Label analysis
H. Before painting, remove or provide ample protection of
satisfactory usein service fornotless than.five
CONTRACTOR AS A PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL
chart color selection_by,Architect,
hardware, accessories, plates, lighting fixtures and similar
similar
COMPENSATION.
C. Samples�_Qneeartridaeof_each tvt�pe and color of sealant to
B' Acce tp able_Ma-ufecturers.
1.03 SUBMITTALS:
items. Replace items when painting is completed.
years.
DEVIATION FROM THE CONSTRUCTION DOCUMENTS REQUIRES THE WRITTEN APPROVAL OF THE ARCHITECT, ALL MATERIALS AND METHODS OF
be used: samples_of_backing_materiaL
1, G91dSond_Building_Psoducts
A. Application procedure and materials. A minimum of sixty
L At completion of work, touch up and restore field painted
B. Installer: --System-shalLbe installed_ by_alicensed_Gont[actor
CONSTRUCTION SHALL COMPLY WITH ESTABLISHED STANDARDS OF PRACTICE BY RECOGNIZED AGENCIES, ASSOCIATIONS AND MANUFACTURERS
APPLICABLE TO SPECIFIC CONSTRUCTION
104 PRODUCT DELIVERY. STORAGE AN)?_IiANDL1NG;
Z United -States- Gyps
(60) days prior to initiatingthis work, submit for approval
pP
finish where damaged prior to occupancy.
with at least th .ee.years of successful installatim
enceQnAhat-rts_with_fireproiection_plping_systems
TRADES.
manufacturer's published application procedure, and a
3.05 INSPECTION:
w-arkexpe-
wQrk_simila[_to that_r_eslui.CQd_for_thisoroject,
5. SUBSTITUTIONS: NO SUBSTITUTIONS OF SPECIFIED MATERIALS OR EQUIPMENT WILL BE ACCEPTED UNLESS WRITTEN REQUEST FOR APPROVAL
A. Deliver _materials in originalseated_.containeer"i-packages
1,03 SUBMITTALS:
list of materials proposed for each coat, including names
HAS BEEN RECEIVED BY THE ARCHITECT AND THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL BY THE OWNER.
withmanubeturefs name,labels ,_prcduct;d-entrfrcatron
A. Foricatioinformation-diy, submit 2 copies manufacturer's
and numbers of each project.
,A. Do not apply additional coats until completed coat has been
Cs FM Com fiance. Loin I with Facto M "
t� p y n'-- utual--Approved
SUBMISSION OF REQUEST FOR SUBSTITUTION SHALL CONSTITUTE A REPRESENTATION BY THE CONTRACTOR THAT HE:
legible.
specifications_and_installation_mstr�ctronsior_eac�e of
i
B. Samples: A minimum of fourteen (14) days prior to the
inspected by the Architect..
Garde"
- WILL PROVIDE THE SAME WARRANTY FOR PROPOSED PRODUCT AS FOR THE SPECIFIED PRODUCT.
1..05 GUARANTEE:
wallboard -and -accessory -required.
purchase of paint and initiating this work, install a
B. Only inspected coats of paint will be considered in
D. FM_Labels:_Provide_sprinkler rp oducts_bearin�a FAllap$rovel
- WAIVES ALL CLAIMS FOR ADDITIONAL COSTS AND TIME EXTENSIONS WHICH SUBSEQUENTLY MAY BECOME APPARENT AND WHICH ARE
CAUSED BY THE CHANGE.
PRODUCT HA
1,1I4 N.DLING:
5' x 5' panel of each type of paint color specified for final
paint approval. Final paint color approval shall be made
determining number of coats applied.
labels,
- WILL REIMBURSE THE OWNER FOR ADDITIONAL COSTS FOR EVALUATION OF THE SUBSTITUTION REQUEST, REDESIGN IF REQUIRED, AND
A. Guarantee wQrkagainst leaking, cracking and separating
REAPPROVAL BY AUTHORITIES HAVING JURISDICTION IF REQUIRED,
from adiac
adjacent material for a_period_of._five� 5)_years_aftet
final
A. Deliver m manufacturer's unopened or packages
by the Architect only.
C. Inspection b the Owner, Owner's Representative, Architect or
P Y P
E. NFPAGQde� Compty_withlVFPA1.3_�tallation_oL
SpdnklerSystenie,_aad11FPA,14 "Standard_for_InstalI &n-
SUBSTITUTION REQUESTS WILL NOT BE CONSIDERED WHEN SUBMITTED DIRECTLY BY SUBCONTRACTOR OR SUPPLIER.
-acceptance.
fully_identified_wittt manufacturer's name. brand,type,_and
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING:
other parties does not relieve the contractor of their
of Standpipe and_ Hose Systems_.
grade,
responsibilities, obligations or warranties
THE ARCHITECT WILL DETERMINE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION.
PART-. PRODUCTS
B- Protect.-from-weathersoiling,sndslamage, usma_handling
A. Deliver materials and store on the site in original
containers, unopened, with manufacturer's labels and
3.06 PAINTING SCHEDULE:
F. UL Labels: Provide fire, prinkler products -which have been
WHEN THE PROPOSED SUBSTITUTION IS NOT ACCEPTED, PROVIDE THE PRODUCT OR ONE OF THE PRODUCTS, AS THE CASE MAY BE SPECIFIED.
( )
equipment_and_s_torage_techniques_recommended_by_the
identification legible and intact.
approvedand-abeledb Underwriters -Laboratories,
6. GENERAL CONTRACTOR REQUIRED TO KEEP ALL DRAWINGS ON SITE POSTED WITH LATEST DATE DRAWINGS, REVISIONS, SUPPLEMENTAL
2.01 MATERIALS.
manufacturer.
A. Provide surface finishes, locations and type of coating in
G. Obtain roval of_Siate Eire Marshallsnd_other governing
INSTRUCTIONS, ETC. FROM THE ARCHITECT. FAILURE TO DO SO WILL RESULT IN REJECTION OF ANY AND ALL PAYMENT REQUESTS.
B. Comply with health and fire regulations.
accord with the following schedule, and as necessary to
authority -
A. Sealant for Exterior Masonry Control Joints (Polyurethane
complete all painting. Carefully examine the requirements
7. N/A
base►:
PART 2, PRODUCTS
1.05 JOB CONDITIONS:
of all sections of the specifications for this project as to the
location, extent and nature of painting work required, and
1.03 SUBMITTALS:
8. DRAWINGS INDICATE THE MINIMUM STANDARDS, BUT IF ANY WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY ORDINANCES, LAWS,
1. Pecora�D natrol_l
Y
A. Environmental Requirements:
include such items to be painted which are not specifically
CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE CONTRACTOR SHALL EXECUTE THE WORK CORRECTLY IN ACCORDANCE WITH
Z Tremco: Dymonic
2.01 STANDARD OF COMPARISON;
included in the schedules.
A. Refer to Section01300.
SUCH ORDINANCES, LAWS, CODES, RULES, OR REGULATIONS AS A PART OF HIS BASE CONTRACT WITHOUT INCREASE IN COST TO OWNER OR
$ Vulkem: 116
1. Comply with manufacturer's recommendations as to
ARCHITECT. THE WORK SHALL INCLUDE ALL FIRE PROTECTION SYSTEMS. AND ANY AND ALL WORK AS REQUIRED BY THE INSPECTION AGENCIES
A. Unless otherwise s ecifled,material
p s_as uroduced by
environmental conditions under which coatings and
B. Exterior Surfaces:
B. Provide_shop dra�inas-with complet�lavoutdrawi�os of
HAVING JURISDICTION.
B. Sealantfor_InteriotMasonry _ControlJoints mith Fire__Rating
United States Gypsum (USG) are specified herein as a
coating systems can be applied.
N/A
fire_ptotectiQn end sorinklersystem_including head_
9. DOCUMENTATION: THE GENERAL CONTRACTOR SHALL KEEP A RECORD OF ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS. HE SHALL
up to 3/4" wide• odified acyrlic latex.base�
standard of qualitvsrid performanc&
locations for approval __obtain ap ro oval from governing_.
NEATLY AND CORRECTLY ENTER IN COLOR PENCIL, ANY DEVIATIONS ON THE DRAWINGS AFFECTED AND SHALL KEEP THE DRAWINGS AVAILABLE
2. Do not apply finish in areas where dust is being generated.
C. Interior Surfaces:
age ncY
FOR INSPECTION.
L Pecora_:_AG20FIR
2.02 MATERIALS:
1. Glazed Epoxy (see Room Finish Schedule
B. Surfaces to Receive Work: To be smooth, even, sound,
Reference):
C< Submittcertiffcate upon completronof_fl[e�r_otection pining
10. UPON COMPLETION OF THE JOB, BEFORE FINAL APPROVAL AND SUBMITTING FINAL PAYMENT REQUEST, THE GENERAL CONTRACTOR WILL
SealantforExtetior Use�Siliconebase)
A' Gypsum Wallboard;
thoroughly clean and free of defects which would adversely
(1) coat S-W Water Based Catalyzed Epoxy Primer
_
workwhtcltirtdicates that work_hasheen testedsn
MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND SHALL CERTIFY TO THE ACCURACY OF EACH PRINT, THAT THE WORK IS COMPLETED
affect application of this work. Moisture content of masonry,
(On wallboard)
accordance�ith_NFP_A_13.and_NFPA 14. arrd_a_I_so thst..
ACCORDING TO ALL CONTRACT DOCUMENTS, AND THE CORRECTIONS TO THE DRAWINGS BY SIGNATURE THEREON AND DELIVERY OF THE SAME TO
1 P_ecora`864
1. Regular_Boatd�ASTMC3�Qtaperededgeand
concrete and plaster surfaces should not exceed fifteen (15)
(2) coats S•W Water Based Catalyzed Epox
system.is-operational, omplete,snd_without_defect
THE ARCHITECT.
2. Tremm-SRectrem2
3< GE�Silalaze NSCS2iQ1_
square edge
percent. Use a moisture meter to determine degree of
g
moisture prior to painting. Thoroughly wash surfaces
2. Wood:
(1) coat S W ProMar 200 Interior Enamel Undercoater
1� GUARANTEE:
11, COORDINATION: GENERAL CONTRACTOR RESPONSIBLE FOR ALL COORDINATION OF ITEMS BETWEEN ALL DISCIPLINES. PRE -INSTALLATION
MEETINGS AND COORDINATION DRAWINGS ARE REQUIRED FOR ALL MATERIALS WHICH ARE SEAMED OR JOINED, AND AS SPECIFIED ON THE
4. Dow Gorning:�ow Corning 790
2 Fire-rated_Board.�SIM C36.78. Tyne ,X,, Firecode
containing excess alkalinity as recommended by paint
2 coats S-W ProMar 200 Interior Latex Gloss Enamel
()
DRAWINGS.
'C',tapereAftdge.
manufacturer, Surfaces which do not meet the tolerances
A Contractor_shall_guaranteeiite_sKbktermwkandmaterials_
D Caulksfo[lnteriorstse (Actylic.base).
of quality requirements imposed within the specifications
folding- d_of one ((1)_ygarfrom�te of inalscceptanc�of_
12. SITE CONDITIONS: THE CONTRACTOR BY COMMENCING THE WORK ACCEPTS THE CONDITIONS OF THE SITE AND THE COMPLETENESS OF THE
B. Gypsum_W_allboard-Accessories: Provide in accordance
governing substrate construction shall be repaired or
building,
CONTRACT DOCUMENTS. ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE
11 P_ecora:_AC_24
wrth-GA-216-
replaced prior to installing this work.
ARCHITECT PRIOR TO BEGINNING THE WORK. NO EXTRAS SHALL BE ALLOWED FOR DISCREPANCIES AFTER THE WORK HAS BEGUN.
2. Tremco: TremcoAc[ylic Latex 834
3. Bostik: Chem-Calk600
1, Corner_beads,_casmgandt[imbeads:_Galyanized
C. Coordination: Install window glazing, sealing, exterior
PART 2. pRODilGTS
13. LOCATIONS OF EXISTING OR PROPOSED UTILITIES AND STRUCTURES INDICATED ON THE DRAWINGS ARE APPROXIMATE ONLY. THE GENERAL
steel
doors, and all roofing completely, prior to application of this
CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTENCE AND ACTUAL LOCATIONS OF SAME OR ANY NOT SHOWN PRIOR TO EXCAVATION
4. Sonneborn_`Sortolac
work. Mask, cover, and protect by removal, If necessary,
OR CONSTRUCTION, REPAIR OF DAMAGES RESULTING THEREFROM SHALL BE BORNE BY THE GENERAL CONTRACTOR.
E. Sealants forlraffLc_,loints
2, ControLjoint: USG #093.-or approved_equal.
�
adjacent materials and surfaces.
SECTION 1.0992�1SGELLANEQUS-SPECIALTIES
2.01 PIPING.
14. PERMITS: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, LABOR, EQUIPMENT, ETC., AS MAY BE REQUIRED FOR A
COMPLETE PROJECT.
L IrafficTypeJoints:_G-920,_Type_A Grade-P,_
Ciass25, U_se-L(FastDsying)
3. Reinforcing tape, joint compound: ASTM C475, and
as_recommended_by_manufacturer of gypsum board.
D. Protection:
1. Cover or otherwise protect finished work of other
P�RT_91 GENERAL
A. Inside iping:�Schedule44blacksteelwith- hteaded_
or_Schedule 10 with_welded,�rollprQ4v ed nine and_
THE CONTRACTOR SHALL FORWARD TO THE ARCHITECT A COPY OF ALL APPROVED PERMITS, DRAWINGS AND CODE COMPLIANCE ADDENDA WITH
trades and surfaces not being painted concurrent)
9 P Y
coaplings_or copperjype "L'' with braisedconnections.
PLAN EXAMINERS COMMENTS WITHIN 48 HOURS OF RECEIPT OF THE SAME AT NO COST TO THE ARCHITECT.
F. Joint_Eillers.
4.. Fasteners for attaching gypsum board; _(GA-216)
or not to be painted.
Im REQUIREMENTS:
'
a. On metal framing: S or IypeS-l2,as
2. Provide "Wet Paint" signs as required to protect
newly surfaces.
A. Work Included:
& Other steetpipe_shall� UlListed__and_ApprovaA exterior
AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAMS FORA ADDITIONAL COMPENSATION IANY ADDITIONAL WORK REQUIRED AS A RESULT OF THE ABOVE SHALL BE PROVIDED BY THE F HE CONTRACR AS A PART OTOR FAILS TOF HIS BASE OCOMP COMPLY
1. FiCe_blocking_mate[ial<__Ult[a_Blockby Pecora.
-_Type
recommended by manufacturer.
painted
galvanized. Joints to bethreaded in accordance_with
WITH PROVIDING THE APPROVED PLANS OR ADDENDA TO THE ARCHITECT AS SPECIFIED ABOVE.
2< Traffic Typeloints�Aoor9xitrtateLy 70durometer
�
PART 2. PRODUCTS
� Fire extinguishers
ANSI_1�2.1wel or dedin_accordance with1.1 ANSI B 3.
15. INSURANCE: THE CONTRACTOR SHALL CARRY INSURANCE AS REQUIRED BY THE OWNER AND ALL STATUTORY REQUIREMENTS.
solid neoprene, sized to fit iointwidths_&�_depths.
5, Adhesives_ As_tecommended bymartufacturerof
gypsum board.
2.01 ACCEPTABLE MANUFACTURERS:
1.02 SUBMITTALS.
C. Fittings --maybe- 25 pound threaded_ cast_ironivA:-groove
malleabte_ironlroll-groove_malleable iron/std.._wt-raTbon_
16. PROTECTION: GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO PROTECT THE PUBLIC FROM
3. AII_QtherJ_Dints:_Perfolmedpotvethylene_foameord,_
C. Acoustical Accessories:
A. Provide first line painting products for all painting done,
A• Manufacture[ s- ataloguecuts,-productdatasheets+�
steel -welded -and _shall_be-dimensionally comnatiblewith_
tbeALSO
INJURY AND ADJACENT PROPERTY FROM DAMAGES DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES, THE GENERAL CONTRACTOR SHALL
BE RESPONSIBLE FOR PROJECT SECURITY FROM THE START OF THE WORK UNTIL THE OWNER ACCEPTS THE PROJECT AS TOTALLY
closed_cell sponge butylQord, or urethanefoam
o
strips sized for 30_Lo_cQmoressionin,Iomts,�s
using specified products of the following manufacturers or equal:
� �
installation Instructions for e_achAtem_specified.
-��
COMPLETE
recommended by sealant.manufacturer, od_which
1, Sealant:_Tremco"AcousticaLSealant". or�pproYed
equal.
1. Sherwin-Williams
2. ICI Paints
B Maintenance data for each -item
D. Outside_piping_shallbe-ductile_ironwaterlrialnwlth.250_psi_
1Z THE CONTRACTOR IS RESPONSIBLE FOR ALL PRODUCTS AND MATERIALS STORED ON SITE OR IN PLACE UNTIL THE OWNER ACCEPTS THE
is_compatiblewith_theseatant,
3. Benjamin Moore
rated cast_iron_fitt'
ings.
PROJECT AS COMPLETE, INCLUDING TENANT INSTALLED EQUIPMENT.
G. Bond Breake[s.__Wherejointsare not of sufficteni_depthto
2 Insu a • _ ectioo_07200.
PART. PRODUCTS
2,02 SPRINKLER_VALYE:
18. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS DAILY FROM JOB SITE. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED
receme_back-up_material, install polyethylene bond -breaking
B. Use only products manufactured by the same manufacturer
WITHIN LIMITS OF CONTRACT.
tap"t-backof-joint.
PART 3• EXECUTION
for succeeding coats after application of a primer or first coat.
2.01 FARE -EXTINGUISHERS-
A. Providesutomatic_sprinkler-vWe vcitti f Gw-detectors,._
pressure switch•lnsideslectrical alarm.l�tlth circuit breaker.
19. GENERAL CONTRACTOR IS RESPONSIBLE TO HAVE ENTIRE AREA CLEAN AND SPOTLESS AT TIME OF TURN OVER. FINAL CLEANING SHALL BE TO
K Primer -_Type recommended by_ the_manufacturer of the
C. Provide well ground coat, free from caking, thickening or
drain and ressu
�_ re gauge as a uired_by NFPA 13_ateach
THE LEVEL EXPECTED FROM A COMMERCIAL CLEANER HIRED TO CLEAN A BUILDING FOR A BUILDING OWNER.
,as
sealant material, providing it is designed toinsure adhesion
3 Q1 GYPUM_B9ARD_INSIALLAILON
settling in the container readily broken with a paddle to a
smooth consistency.
A. Acceptable M.anufactutets:
floor._Interlock to fire alarm_system.
PERFORM CLEANING IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OR FABRICATOR OF THE PRODUCT OR SYSTEM.
ands.9rJipatible with the sealant material and substrate,
1. Larsen's Manufacturing Co., Ft. LaLLderdaleTFl_33311.
USE ONLY CLEANING MATERIALS AND TOOLS WHICH ARE SPECIFICALLY RECOMMENDED, WHICH ARE NOT HAZARDOUS TO HEALTH OR PROPERTY,
causing no staininpQfsame._(Note: Notall._se3lants_requrre
primer. Consult with_manufacturer_todetermine_ifprfiner
A. Install gypsum board in accordance with recommendations
D. Deliver paint to the project site ready -mixed, in selected colors.
2 WalterKidde�o BElleYille N,! 4awd
B. Alarm _check valves shall beofthe differential_otpilot valve
with
a g ng and contactsfor
water motor o
AND WHICH WILL NOT DAMAGE FINISHES.
i_srequired_for the_specift�materials_to be sealed.)
i
of GA-216.
3. J.L._industries,Bloominaton,_MN_55435
arm ci_Chamber,
electric alarm circuit•
electric
PERFORM FINAL CLEANING AFTER SUBSTANTIAL COMPLETION HAS BEEN CERTIFIED, BUT BEFORE FINAL PAYMENT, USE ONLY PROFESSIONAL
PART 3. EXECUTION
CLEANERS, CLEAN TO THE LEVEL OF CLEANLINESS THAT WOULD BE EXPECTED BY A COMMERCIAL BUILDING OWNER FROM A JANITORIAL
L Accessories;-Provide.aolYent,Qleaningsgents,_and other
B. Erectsingle-layer standard gypsum board in direction most
B. Tyw__Portable, dry c mica► 10 Ib. U.L...Rating2A-IOB:G
2.03 SP_RINKLER.HEAL)Si
SERVICE. ALL SHEET GOODS AND FLOORS TO BE CLEANED AND WAXED PER THE OWNER'S SPECIFICATION PRIOR TO TURN OVER.
necessary -materials as recommendesLbythe_sealant
practical -arid economical, with. ends -and -edges -occurring
onTfirmb_earing,
3.01 INSPECTION:
Wall btackets�o be nl
Tastic_Jhook.
20, THE GENERAL CONTRACTOR IS TO ESTABLISH A CONTROLLED AREA FOR SMOKING, EATING AND DRINKING. UNDER NO CIRCUMSTANCES WILL
manufacturer essential for complete installation.
A. Examine surfaces scheduled to receive paint and finishes
A. Use only_new sprinklersin installation of sprjnklersystem.
THE OWNER ALLOW SMOKING, EATING OR DRINKING IN BUILDING AFTER FINISH FLOORING IS INSTALLED.
C, Usescrews whenlastenina gypsum board to.metal furring
for conditions that will adversely affect execution,
D, Location;--Locate-at _each tenanttoiletroom or Fire.Marshall s_
B Temperature taiing ofsptinkterhe.ads_shalJhe in_accordance
21. N/A
PART-1 EXECUTION
or -framing.- Use nails or screws when fastening gypsum
permanence or quality of work and which cannot be put into
roved IocattpnL JJI
apP punting height at top_maximum 4$" A F F
with NFPA-No 13,
2Z N/A
board to wood furring or framing. Staples may only be used
an acceptable condition through preparatory work as
when securing the first layer of double-layerapplications.
included in Article 3.02, PREPARATION.
Sprinklerheads in rooms_without ceilin s andstairsshall_
23. ALL ANGLES 90 DEGREES UNLESS OTHERWISE NOTED.
311 INSTALLATION.
D. Place control joints to be consistent withlines_of building
1
B. The application of an
pp y part of the work to be performed
be-stan.dardupriglit s_pray_type_with brasslinish.
24. FIELD VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION,
A. IhQroughlycleanall ioints,remoyingallforeign matter -.such
spaces in consistenipattem._ari"s directed_ty
under this Section will be construed as acceptance of the
D. Sprinkler heads in finished ceilingsshall_be
as. paint r; n otective coatings which
ArchitectlEmm�eer.
surface, and thereafter painting contractor shall fully
_recesseripendenttpe_
heads with vihitebaked.Enamelpaintfin sh_and escutcheon.
25. CONTRACTOR SHALL PROVIDE STRUCTURAL BLOCKING AT WALL AND CEILING FRAMING AS REQUIRED FOR ANCHORAGE OF ELEMENTS TO BE
-dirt, -dust -moisture,
m
ght fail in adhesion_orinterferewith bond ofsealanL
responsible for satisfactory work as required herein.
e
FASTENED OVER FINISHED SURFACES INCLUDING, BUT NOT LIMITED TO: COUNTER TOPS, WALL BUMPERS, HANDRAILS, GRAB BARS, PLUMBING
E placeQornerizeads_ate�ttet'nalcorners. Use longest
E. Sprinklertieads_incanopy_cefbg sshaltbelecessedlzendent
FIXTURES, TOILET ROOM ACCESSORIES, LIGHT FIXTURES, WALL MOUNTED EQUIPMENT, SWITCH GEAR AND CONTROLS, WALL HUNG FURNISHINGS,
ETC.
B. Prime-s aces as recommended_by manufacturer
practical lengths. Place edge trim yvheregypsurnboa[d
3A2 PREPARATION OF SURFACES:
.
fth
sha type_heads wchromeplated finind escutcheon.
-of
sealant
abuts dissimilar materials.
Apply paint to surfaces which are smooth, even sound, thoroughly PP Y P g Y
26. PRESERVATIVE -TREATMENT: ALL WOOD EXPOSED TO MOISTURE OR IN CONTACT WITH CONCRETE OR MASONRY, SHALL BE PRESERVATIVE
C Jotntfiller joint filler issisedasbackup fQtsealant
F, Tape, Kandsand exposed fofoints,-edges, corners
dry and clean, and free of defects which would adversely affect
294 FLRE DEPARTMENT_COhINECTi.ON:
PRESSURE TREATED WOOD,
_Where
compounds,..instalL.Mier_continuouslyto depth_andshape
openings, and fixtures, to produce surface ready to receive
application of paint.
A. P_.rovidetwo_way-standar"amesefire department
27. DRAFTSTOPPING/ SMOKE BARRIERS/ FIREBLOCKING: GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF
specified by_strnan ealanufacture[for-p[oper�pplirattm
surface finishes Feather coats onto. adjoiningsurfaces.
connection with chrome red finish, Local fire department
ALL SMOKE BARRIERS IN ATTICS (GENERALLY 3,000 SF MAXIMUM- UNLESS ATTIC
and products, _Apply.jok fillersand gaskets
A. Concrete and masonry:
thread, dust cans_and chain, automatic drip connection.
FULLY SPRINKLERED, THEN 9,000 SF MAXIMUM) AND FIREBLOCKING AT WALLS AND PARTITIONS PER APPLICABLE CODES.
-performance -of
accuratelytoform the joint prof Re shown. -Provide -Mark:
G, Remove and re -do defective work.
1. Remove fins, projections, protruding nails or other
metal fastenings loose foreign materials. Remove
"SP. RINKLER FIRE_DEPARTMENL_GONNECTION•
28. GENERAL CONTRACTOR RESPONSIBLE FOR CAULKING ALL DISSIMILAR MATERIALS. MATCH COLOR OF ADJACENT MATERIAL OR USE CLEAR
waterti lit and a, t cornersand_
g � joints_in_a manner
recommended bvthemanufasiure[,
mortar splatters from areas exposed to view by
SILICONE CAULK, VERIFY WITH ARCHITECT COLOR SELECTION PRIOR TO INSTALLATION,
dressing down with a carborundum block.
PART 3. EXECUTION
29, GENERAL CONTRACTOR RESPONSIBLE, UNDER HIS BASE CONTRACT, FOR INSTALLATION OF ALL ACCESS PANELS REQUIRED IN ALL GYPBOARD
D. Use-bonbjectto_movement where
CEILINGS AND WALLS WHERE ACCESS IS REQUIRED TO EXTERIOR OR INTERIOR SIGNAGE, VALVES, CONTROLS, ETC.
sealantcontactsback ofjoint.
2. Patch large openings and holes with Portland
3.01 LAYOUT,cement
mortar and after priming, fill remaining small
30. GENERAL CONTRACTOR TO LOCATE, AND INSTALL ALL PORTABLE FIRE EXTINGUISHERS IN CABINETS IN PUBLIC AREAS AND ON HOOKS IN NON-
e masking
E. Plevidtape_or_otherptecautions_tpprev_ent
depressions with a vinyl emulsion compound to
A. Sprinkler_hearilayout_m.ustprovidefullQ.ovetage.
PUBLIC AREAS AND ALL OTHER RELATED ACCESSORIES IN ACCORDANCE WITH NFPA 10, AT A MINIMUM PROVIDE 1 EXTINGUISHER PER EVERY 75'
migratlon_orspillage of materials onto_adioining surfaces.
match texture of surface as approved by the painting
OF TRAVEL, LOCATE IN AREAS OF EGRESS AND NEAR EXITWAYS, COORDINATE ALL LOCATIONS WITH LOCAL FIRE MARSHAL OR FIRE DEPARTMENT
manufacturer.
B. S,Drinklerhead_layouiin_ac9ustical_ceiling tlles shall be inthecenter
REPRESENTATIVE.
F, Application,, Apply -sealant in continuous -beads,. -without
3. Remove form oil from concrete by washing with
of_2'.x2�rid_of2'_x 4_tile.
31, THE ARCHITECT WILL PERFORM ONE INSPECTION FOR FINAL COMPLETION, UPON REQUEST OF THE CONTRACTOR. IF THE ARCHITECT IS
open Points. viAdsor_afrpockets_so_astoprovide_a
Xylol.
UNABLE TO
watertight and airtight seal_for the_entire joint length.
C. Sprinkler head lavoutmust_adjustfor_obstructions including
ISSUE THE CERTIFICATE FOR FINAL PAYMENT BECAUSE THE WORK IS NOT COMPLETE, THE CONTRACTOR SHALL PAY ALL INSPECTION COSTS,
4. Provide aZinc-Chloride Phosphoric Acid Pre -
Valences, stock fixture&And suspended display_grks-
INCLUDING COMPENSATION FOR THE ARCHITECT'S SERVICE AND EXPENSES.
1. De tD h-to-Widih_Ratio:_Apply sealant to_the depth
and width -ratio recommendedby_the.manufactuter.
treatment for concrete surfaces receiving eggshell or
3.02 INSTALLATION;
32. UPON COMPLETION OF THE PROJECT THE GENERAL CONTRACTOR SHALL SUPPLY TO THE OWNER A COPY OF THE CERTIFICATE OF
enamel paint.
OCCUPANCY
2. Tooling: Tool exposed -surfaces of sealantto_the
A. Locate components as requiret a11_ ed to mecodes and trade
PRIOR TO SUBMITTING FINAL PAYMENT REQUEST.
profile shown or,-if,none_is shown tool_sltghtly
B. Wash metal surfaces with mineral spirits to remove grease,
oil and Tort. Wire brush or sand surfaces to remove rust and
practfces,Jnstall_draw-off test pipe_ connection.andpauge.
33. GENERAL CONDITIONS AND CONTRACTOR'S OVERHEAD AND PROFIT PERCENTAGES SHALL COINCIDE WITH THE OVERALL PERCENT OF
scale. Touch up factory primed surfaces with compatible
InstatldrainvalYe_ata11low pointssnd run discharge
COMPLETION OF THE PROJECT ON ALL APPLICATIONS FOR PAYMENT.
primer. Pre -treat galvanized metal with acid bound
ouiside-or to-o ep ns_iahtdrain.
resinous or crystalline zinc phosphate preparations in
34. ALL CHANGE ORDERS MUST BE ACCOMPANIED BY A COMPLETE, ITEMIZED LINE ITEM PRICE BREAKDOWN INCLUDING, BUT NOT LIMITED TO,
accord with manufacturer's directions.
a RouteJke.protection_distribution and branch pipfna _above
QUANTITIES OF MATERIAL, MANHOURS OF LABOR, WAGE AND BENEFIT RATES, SUBCONTRACTOR'S OVERHEAD AND PROFIT, GENERAL CONDITIONS,
ceiling -Coordinate- with- ductwork.lightfixtrires and_othet
BONDS, INSURANCES, AND CONTRACTOR'S OVERHEAD AND PROFIT,
piping_ systems}_ etc.
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1--
REVISIONS
DATE
Contract
Permit
Bid
Date 3110/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
Ao.o3
SIGNAGE NOTES
SEE SPECIFICATIONS FOR LOCATIONS, ROOM NAMES & NUMBERS
INSTALL W14 MECHANICAL FASTENERS AND/OR ADHESIVE
COLORS BY ARCHITECT, AS SELECTED FROM MANUFACTURER'S STANDARD COLORS
SUBMIT SHOP DRAWINGS FOR APPROVAL
SIGNAGE REQUIREMENTS
LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SAN SERIF OR SIMPLE SERIF TYPE USE DOMED GRADE 2 BRAILLE
INSTALL SIGNAGE ON WALL ADJACENT TO LATCH SIDE OF DOOR
INSTALL AT A HEIGHT OF 60" TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER AFF
703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND.
TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE
THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST
TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER,
6" MAX
MOUNT W/(4) MECHANICAL
FASTENERS & ADHESIVE
(TYP.)
MOUNT LATCH SIDE*
60" * IF NO SPACE ON LATCH
SIDE, SIGN SHALL BE
PLACED ON THE NEAREST
ADJACENT WALL
6" 11 11 6" 01
10
6" MIN. 6" MIN.
9„ 9„
WOMEN MEN
TO BE MOUNTED ON DOOR TO BE MOUNTED ON DOOR
WOMEN'S - RECTANGLE TO MEASURE 9" X 6" & BE MEN'S - RECTANGLE TO MEASURE 9" X 6" & BE 1/4"
1/4" THICK, PICTOGRAM FIELD TO BE A MIN OF 6", THICK, PICTOGRAM FIELD TO BE A MIN OF 6", COLOR
COLOR MUST BE CONTRASTING TO DOOR FINISH & MUST BE CONTRASTING TO DOOR FINISH &
MOUNTED @ 60" AFF TO CENTER. MOUNTED @ W AFF TO CENTER,
1
TOILET ROOM SIGNAGE
NTS
TOILET
co
z
HIGH FORWARD REACH LIMIT
308.2.1
--
''I
NOTES:
1. X SHALL BE < 25 INCHES, Z SHALL BE > X.
2. WHEN X IS-< 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM.
3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES
MAXIMUM.
MAXIMUM FORWARD REACH OVER AN OBSTRUCTION
308.2.2
-------------
CX
I 1'
I
30
MAX
CLEAR FLOOR SPACE HIGH AND LOW SIDE
PARALLEL APPROACH ® REACH LIMITS
305.5 (b) 308.3.1
10"
MAX
cc
MAXIMUM SIDE REACH OVER AN OBJECT
308.3.2
REACH LIMITS
NT
2
a 1
�\ � x
A THRESHOLD
x
_ Q
VERTICAL LEVEL CHANGE
303.2
z
C BEVELED CHANGE LEVEL
❑ 303.3
303.2 VERTICAL, CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM
SHALL BE PERMITTED TO BE VERTICAL. (FIG. 303.2)
303.3 BEVELED. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2"
HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER
THAN 1:2 (FIG. 303.3) 303.4 RAMPED. CHANGES IN LEVEL
GREATER THAN 1/2" SHALL BE RAMPED AND SHALL COMPLY
WITH FBC SECTION 405 AND 406.
EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19 MM)
HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A
SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED TO COMPLY
WITH 404.2.5.
2 LEVEL CHANGES
NTS
CLEAR
WIDTH
T �7
LL
cc MAX �
LIMITS OF PROTRUDING OBJECTS PROTRUDING OBJECTS ON POSTS
FIG. 307.2 FIG. 307.3
PROTRUDING OBJECTS
4" MAX
VERTICAL CLEARANCE FIG. 307.4 1
NTS
404.2.3 - CLEAR WIDTH,
DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 MM) MINIMUM.
CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED
BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.
OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING
OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE
REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE
FINISH FLOOR OR GROUND, PROJECTIONS INTO THE CLEAR OPENING WIDTH
BETWEEN 34 INCHES (865 MM) AND 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR
GROUND SHALL NOT EXCEED 4 INCHES (100 MM).
EXCEPTIONS:
1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE
REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP.
2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980
MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.
404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT
DOORS AND GATES SHALL COMPLY WITH TABLE 404.2.4.1. MANEUVERING
CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAYAND THE
REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE.
404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE Y2
INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
DOORWAYS SHALL COMPLY WITH 302 AND 303,
EXCEPTION: EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19 MM) HIGH MAXIMUM
THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN
1:2 SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.5.
404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE
CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90
DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12
DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.
404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM
OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY,
THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE
DOORS SHALL BE AS FOLLOWS:
1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM.
2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM.
THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH
BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A
CLOSED POSITION.
309.2 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305
SHALL BE PROVIDED.
309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE
REACH RANGES SPECIFIED IN 308.
309.4 OPERABLE PARTS OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE
HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5
POUNDS (22.2 N) MAXIMUM.
DOOR ACCESSIBILITY NOTES
60" MIN. 60" MIN.
12" MIN. � 36" MIN,
T-SHAPED TURNING
SPACE
NOTE: X=12" IF DOOR HAS
BOTH CLOSER AND LATCH
X
PULL
,;inF
FRONT APPROACHES -
SWINGING DOORS
y
12" MIN
PUSH SIDE
24" PREFERRED
18" MIN.
CIRCULAR TURNING SPACE
NOTE: Y=48" MIN. IF DOOR HAS BOTH
LATCH AND CLOSER
4.5'
SH SIDE
NOTE: IF Y=60", THEN X=36" IF Y=54",
THEN X=42"
HINGE SIDE APPROACHES -
SWINGING DOORS
54" MIN.
z
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DIRECTION OF APPROACH
NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH
THE CLEARANCES FOR FRONT APPROACHES
NOTE: Y=48" MIN. IF DOOR
HAS CLOSER
z PUSH
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24 MIN.
zIr �0 Y
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NOTE: Y=54" IF DOOR HAS CLOSER
LATCH SIDE APPROACHES -
SWINGING DOORS
24" MIN.
FRONT APPROACHES -SLIDING DOORS SLIDE SIDE FRONT LATCH SIDE FRONT APPROACH
AND FOLDING DOORS APPROACH DOORS AND DOORS AND FOLDING DOORS
FOLDING DOORS
MANEUVERING CLEARANCES AT DOORS
NTS
32" MIN.
SLIDING
DOOR
32" MIN.
.................... 61m�
FOLDING
DOOR
32" MIN.IXWHEN DOOR OPENS 900
DETAIL
609.4 Position of Grab Bars.
Grab bars shall be installed in a horizontal
®
position, 33 inches (840 mm) minimum and 36
inches (915 mm) maximum above the finish
FIXTURE
EQ EQ
door measured to the top of the gripping
- -
- - -
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18"x36"
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TOILETTISSUE
AO DISPENSER
AEROSOL
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HORIZONTAL SIDE HORIZONTAL WALL
ELECTRIC HAND DRYER O GRAB BAR GRAB BARS a STOP
SAN
Q DISPOSAL NAPKIN
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CHANGING � COVER SEAT
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DOOR PULLS at TOILET
Q
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SURFACE MOUNTED
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TYPE
(WOMEN'S ONLY)
DISPENSER
STATION DISPENSER
LAVATORIES
PARTITIONS
FIRE EXTINGUISHER
ACCESSORY
MOUNTING DIAGRAMS
DRAWINGDESIGNATION�
NOTE: NOT ALL ACCESSORIES ARE USED -
FOR REFERENCE ONLY
7
TOILET FACILITIES ARE EXISTING AND LOCATED IN
COMMON LOBBY
604.9.5 Flush Controls. Flush controls shall be hand operated
or automatic. Hand operated flush controls shall comply with
60" MIN CLEAR
36"
24° 12"
36"
18"
60" MIN CLEAR
36°
_ - _*
12" 24"
30" MIN
CLEAR 18, 27" 1,8"
EQ EQ L J L
309.2 and 309.4 and shall be installed 36 inches (915 mm)
maximum above the finish floor. Flush controls shall be located
on the open side of the water closet except in ambulatory
accessible compartments complying with 604.8.2.
- FINISH OF WET
SHADE D AREA
INDICATES LOCATIONAL
N a
N x
18"
- x � -
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ELEVATION
8"MIN
77
6"MAX
6"MAX
81VIIN
WOMEN'S ACCESSIBLE STALL
WOMEN'S
MEN'S ACCESSIBLE STALL
MEN'S STANDARD STANDARD
FOUNTAIN/COOLER
MIN
604
STANDARD STALL
604
URINAL LAVATORY
WATER
13 1/2"
EWC
305.7.1, 605 1 306,606
05306, 602
305,
LAVATORY
CLOSET 604.2 306 & 606.3
DEEP
URINAL 605A
FBC 306 & 602.6
STANDARD PLAN
LAYOUTS
FIXTURE
MOUNTING DIAGRAMS /
XTURE MOUNTING
DIAGRAMS /
$
9
aATER
114" = 1'-0"
WATER
CLOSET COMPARTMENTS
1l4" = 1'-0"
CLOSET
COMPARTMENTS
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
A1.00
Al REMOVE EXISTING FLOOR FINISHES THROUGHOUT THE LEASE AREA INCLUDING
ADHESIVES, GROUT, TRANSITIONS, ETC. DOWN TO CONCRETE SLAB. PREPARE FLOOR
SLAB TO MEET NEW FLOOR COVERING MANUFACTURER'S RECOMMENDATIONS.
A2 REMOVE WALL ASSEMBLY INCLUDING GYPSUM BOARD, STUD FRAMING, BRACING, ETC,
A3 EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED FOR APPLICATION OF NEW
FINISHES.
A4 REMOVE EXISTING DOOR AND FRAME TO BE REMOVED
A5
A6 EXISTING LAY -IN CEILING TILE, GRID WORK, GYP. BOARD CEILINGS AND ASSOCIATED
SUPPORT WIRES AND BRACING TO BE REMOVED
0 EXISTING DOOR TO REMAIN
A8 REMOVE ALL EXISTING SIGNAGE; PATCH AND REPAIR STOREFRONT WITH MATCHING
MATERIALS AND FINISHES.
A9
M1 RE -USE EXISTING DUCTWORK AND HVAC EQUIPMENT WHERE POSSIBLE - SEE
MECHANICAL PLANS
0 REMOVE EXISTING PLUMBING FIXTURES THAT ARE NOT IN LIKE NEW CONDITION OR ARE
NOT IN COMPLIANCE W/ ADA REQUIREMENTS
0 REMOVE ALL DUCTWORK AND REGISTERS FROM SPACE
REMOVE RECEPTACLES, SWITCHES, CONDUITS, ETC., BACK TO THE NEXT POINT OF USE
E1 WHICH ARE NOT TO BE REUSED AND RELOCATED AND ARE WITHIN WALLS TO BE
DEMOLISHED.
E2 EXISTING ELECT. PANEL TO REMAIN
E3 REMOVE FLUORESCENT FIXTURES (LAY -IN, RECESSED AND SURFACE MOUNTED),
LIGHTING TRACKS AND TRACK HEADS, RECESSED DOWN LIGHTS AND RELATED UNUSED
CONDUIT AND CONDUCTORS BACK TO THE NEXT POINT OF USE.
I_ EXISTING WALL CONSTRUCTION TO REMAIN
`- _ - -- EXISTING WALL CONSTRUCTION TO BE REMOVED
SCALE 1/4" = V-0"
DEMOLITION
1. THE CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE
DEMOLITION ON THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY,
COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE
SAFETY, AND FIRE CODES. THE CONTRACTOR SHALL VERIFY ALL CODE
REQUIREMENTS AND THE DEMOLITION DOCUMENTS AND BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED
DEMOLITION AND TRADE PERMITS AND THEIR RESPECTED COSTS.
ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL
OR CHARGE OF DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES,
AND PROCEDURES, N OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE
CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR
HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE
CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES,
OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
4. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES,
SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE
WORK, WHEN COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE
DEMOLITION DOCUMENTS.
5. THESE DRAWINGS ARE FOR THE BUILDING RENOVATIONS AS SHOWN. PARTS
OF THE EXISTING STRUCTURE WHICH ARE NOT AFFECTED BY THE
RENOVATIONS ARE AS IS AND ARE NOT REVIEWED, ANALYSED OR INSPECTED
BY THIS OFFICE.
6. ALL EXISTING CONDITIONS SHOWN HERE ARE BASED ON FIELD OBSERVATIONS
OR READILY OBSERVABLE AREAS. THE CONCEALED AS -BUILT CONDITIONS
MAY BE DIFFERENT FROM THESE. ALL EXISTING CONDITIONS MUST BE FIELD
VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE START OF
DEMOLITION AND CONSTRUCTION.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE
TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS
AND ASCERTAIN THE EXTENT OF THE DEMOLITION WORK, ANY DISCREPANCIES
BETWEEN THESE EXISTING CONDITIONS AND DEMOLITION DOCUMENTS SHALL
BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO THE SUBMISSION OF
BIDS OR CONTRACT NEGOTIATIONS.
8. ALL EXISTING DIMENSIONS SHOWN HERE SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
9. THE DEMOLITION INDICATED IS INTENDED TO SHOW THE GENERAL SCOPE OF
DEMOLITION WORK AND IS DIAGRAMATIC IN NATURE, G.C. TO PERFORM ALL
WORK REQUIRED FOR THE SATISFACTORY COMPLETION OF THE INTENT OF
THE SCOPE OF THE WORK INDICATED IN THE DRAWINGS. THE INTENT OF THE
DRAWINGS IS TO COMPLETE ALL DEMOLITION AS REQUIRED TO COMPLETE THE
PROPOSED NEW CONSTRUCTION AND THE G.C. SHALL BE RESPONSIBLE FOR
SUCH.
10. ALL DEMOLITIONS SHALL BE AS SHOWN ON THESE DRAWINGS AND THE
STRUCTURAL DRAWINGS. SHORE/SUPPORT ALL MEMBERS DURING
DEMOLITION,
11. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY
TRAINED AND EXPERIENCED IN THE NECESSARY TRADES AND WHO ARE
COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE
METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS
SECTION.
12. DO NOT SAW -CUT ANY STRUCTURAL COMPONENT OR DO ANY WORK THAT MAY
IN ANY MANNER DIMINISH THE STRUCTURAL INTEGRITY OF THE EXISTING
BEAMS, JOISTS, COLUMNS, OR CONCRETE SLABS; OR THE BUILDING IN
GENERAL UNLESS SPECIFIED OTHERWISE ON THE
STRUCTURAUARCHITECTURAL DRAWINGS.
13. THE EXISTING CANOPY NEEDS ITS ENTIRE STRUCTURE FOR LATERAL
STABILITY. ALL STRUCTURE SHALL BE BRACED DURING NEW CONSTRUCTION
BEFORE REMOVING ANY BEAMS OR CONCRETE PLANKS AS PROPOSED.
SUBMIT ENGINEERED SHORING DRAWINGS FOR REVIEW.
14, N/A
15. EXISTING LOAD BEARING MEMBERS MUST BE SHORED AND SUPPORTED
DURING DEMOLITION AND NEW CONSTRUCTION.
16. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
17. USING ONLY THE MEANS AND EQUIPMENT APPROVED FOR THIS PURPOSE BY
GOVERNMENTAL HAVING JURISDICTION, DEMOLISH AND COMPLETELY REMOVE
FROM THE JOB SITE THE EXISTING CONSTRUCTION DESIGNATED TO BE
REMOVED.
18. SCHEDULE DEMOLITION WORK TO AVOID INTERRUPTING OR DISTURBING
ACTIVITIES OF ADJACENT OCCUPIED AREAS.
19. PROVIDE BARRICADES DURING DEMOLITION WORK TO PREVENT
UNAUTHORIZED ACCESS.
20. PROTECT AGAINST EXCESSIVE DUST OR OTHER ENVIRONMENTAL HAZARDS.
CONDUCT ASBESTOS INSPECTION AND REMOVE ACCORDING TO STANDARD
APPROVED PROCEDURES PRIOR TO COMMENCING OTHER DEMOLITION.
21. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF TRASH
DEBRIS AND SHALL PROTECT ALL ADJACENT AREAS NOT SCHEDULED FOR
DEMOLITION FROM DAMAGE, SOILING, ETC. ALL REMAINING FACILITIES SHALL
BE LEFT CLEAN AND READY FOR CONSTRUCTION UPON COMPLETION OF DEMO.
22. THE CONTRACTOR SHALL CLEAN, RESTORE, REPAIR AND/OR REPLACE
NON -DEMOLITION ITEMS OR SURFACES IF TEMPORILY REMOVED, DAMAGED,
EXPOSED, DISTURBED OR ALTERED IN THE PROCESS OF DEMOLITION AND
SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH EXISTING ADJACENT
AREAS AND SURFACES.
23. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE PROPERTY OF THE
CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE
(CONFIRM WITH OWNER FOR EXCEPTIONS).
24. DISPOSE ALL DEMOLISHED ITEMS IN A PROPER AND LEGAL MANNER.
REVIEWED
CODE� PLICOUNTY
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LID
REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
2.00
TO EXISTING PUP Ic
WAY.
NEW 1-HOUR TENANT
SEPARATION. UNDER
SEPARATE PERMIT
UL #465 SEE DET. 1IA8.01.
PROVIDE STENCILED
NOTE ABOVE
CEILING: "SMOKE OR
FIRE BARRIER
- PROTECT ALL
OPENINGS PER 712.6"
FLUSH TRANSITION
BETWEEN INTERIOR AND EXTERIOR. TYP. FOR ALL EXIT
GL. STOREFRONT DOORS. 1/2" MAX ELEV.
DOOR. DIFFERENCE
FLOOR PLAN
EXISTING SIDEWALK AND CANOPY
114" =1'-0"
LOW VOLTAGE NOTE:
G.C. TO COORDINATE W/ OWNER FOR LOCATION OF
CAT 5, COMPUTER AND LOW VOLTAGE LINES.
THERE WILL BE NO CAT5 PROVIDED BY LANDLORD,
ONLY CONDUITS WILL BE STUBBED INTO THE SPACE
GENERAL NOTE:
G.C. TO VERIFY ALL DIMENSIONS OF EXISTING
CONDITIONS
BACKING NOTE:
PROVIDE SOLID BACKING AT ALL WALL MOUNTED
FIXTURES, SINKS, ECT. PRIVODE FRT AT RATED
PARTITIONS.
NOTE:
PROVIDE SOUND ATTENUATION BATTS FOR
ALL NEW WALLS TYP.
FIRE SPRINKLER NOTE:
THE DESIGN SHALL BE APPROVED BY THE FIRE
MARSHALL AND THE OWNERS INSURANCE COMPANY,
PRIOR TO FABRICATION OR INSTALLATION.
PROVIDE SHOP DRAWINGS FOR NEW DESIGN BASED ON
TENANT LAYOUT
GENERAL NOTES:
-APPROVAL OF TENANT'S CONSTRUCTION DOCUMENTS AND SPECIFICATIONS BY THE
LANDLORD IS FOR DESIGN INTENT ONLY AND DOES NOT RELEASE THE TENANT OR
THE TENANT'S CONTRACTOR FROM COMPLYING WITH THE LEASE AGREEMENT AND
ALL APPLICABLE BUILDING CODES AND GOVERNING REGULATIONS.
-IT IS THE RESPONSIBILITY OF THE TENANT OR THE TENANT'S CONTRACTOR TO FIELD
VERIFY EXISTING CONDITIONS.
-THE TENANT SHALL BE RESPONSIBLE FOR VERIFYING THAT THESE REMODEL/
CONSTRUCTION DOCUMENTS MEET ALL A.D.A. STANDARDS OR REQUIREMENTS.
-TENANT SHALL REFERENCE LANDLORD'S WORK PLANS FOR ALL ITEMS PROVIDED BY
LANDLORD AND FIELD VERIFY THE LOCATION, SIZE AND SPECIFICATION OF ANY LANDLORD -
PROVIDED EQUIPMENT.
-ALL PLANS MUST BE SIGNED/SEALED BY AN ARCHITECT AND ENGINEER LICENSED IN
THE STATE WHERE THE WORK WILL BE PERFORMED.
-ALL LANDLORD COMMENTS FROM PREVIOUS REVIEW(S) ARE TO BE INCORPORATED
INTO THE FINAL SET OF APPROVED DRAWINGS.
-IT IS THE RESPONSIBILITY OF THE TENANT TO ENSURE THAT CONSTRUCTION IS IN
COMPLIANCE WITH ALL APPLICABLE CODES.
-LANDLORD AND TI-NANT'S RESPONSIBILITIES ARE DEFINED IN THE LEASE
AGREEMENT
DOOR SCHEDULE
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O1
3-0" X 7'-0"
B
1 3/4"
AL
AN
IMPACT
AL
EXIST'
EXIST'G
O2
3-0" X T-0"
A
1 3/4"
MTL
PT
MTL
EXIST'
EXIST'G
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T-0" X T-0"
A
1 3/4"
SC.WD
PT
----
MTL
2
A8 01
A8.01
`
DOOR HARDWARE TO COMPLY
WITH NFPA 101 7.2.1.5
NOTE: G.C. TO COORD. WITH TENANT TO
\ !
VERIFY ALL DOOR HARDWARE
A AA B
BB
Hardware Schedule
1
3 Hinges
FBB1279 4.5" x 4.5"
NRP Hager
26D
Lockset
AL53PD x Saturn
Schlage
626
Door Closer
8301 BF x SNB x AL
LCN
AL
Lock Protector
LP3
Glynn -Johnson LISP
Threshold
2005AV
Pemko
AL
Weatherstrip
303AS
Pemko
AL
Door Sweep
3452AV
Pemko
AL
Door Stop
408
Ives
26D
Rain Drip
346C
Pemko
AL
Sign
1" White Vinyl applique
on Door
(Address numbers as
required by Fire Department)
2
Hinges
(By Door Supplier)
Lockset
S40D x Rhodes (Privacy Lock) Schlage
626
Door Stop
Stanley
CD7090
NOTE: PROVIDE 6 INCH ADDRESS NUMBERS ON ALL
EXTERIOR DOORS
ROOM FINISH SCHEDULE
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Remarks
FUTURE SALES FLOOR
GYP. BLI
PRIME ONLY
SUSP. LAY -IN CLG.
(1) (2) (3)
TOILET ROOM
M.R. GYP. so.
EPDXY PAINT
SUSP. LAY -IN CLG.
1 2 3
( ) ( ) ( )
ROOM FINISH SCHEDULE REMARKS.
1. ALL FINISHES SHALL MINIMUM COMMERCIAL GRADE AND CLASS'C' FINISH, ALL DOORS, CASING, TO BE PAINT GRADE
2. PROVIDE SOUND ATTENUATION BATTS IN ALL ROOM WALLS
3. G.C. TO COORDINATE WITH LL FOR SPECIFIC FINISH REQUIREMENTS AND TO VERIFY FINISHES
7OUTLE7TSAND SWITCH PLATES TO BE DECORA, COLOR: WHITE
PARTITION LEGEND
P1 — — — — —
INDICATES NEW 1-HR RATED PARTITION - SEE DTL 11A8.01
INDICATES EXISTING 1-HR RATED PARTITION - SEE DTL 1/A8.01
FIEVI
INDICATES EXISTING PARTITION SEE DTL. 2 SHT. A8.01 , P-. A C
>i �,_;,; ,
INDICATES EXISTINIG PARTITION TO REMAIN
NOTE: ALL INTERIOR PARTITIONS SHALL HAVE BOTTOM TRACK FASTENERS (3/4" PINS) SPACED MAX.
24" O.C.
FIRE DEPARTMENT NOTES:
ONE PORTABLE FIRE EXTINGUISHER WITH MIN. RATING OF 2A 10BC SHALL BE PROVIDED AND
SHALL BE MOUNTED 48" AFF TO TOP OF HANDLE, NOT TO EXCEED 75' TRAVEL DISTANCE, NEAR
EXITS, AND SHALL BE CURRENTLY DATED AND TAGGED BY A LICENSED FIRE EQUIPMENT
COMPANY - SEE PLAN
''ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT
THE TIME OF THE FIRE FINAL."
EXIT AND EMERGENCY LIGHTG WILL BE IN WORKING ORDER AT THE TIME OF INSPECTION.
REFER TO SHEET E-2 FOR EMERGENCY AND EXIT LIGHT LOCATIONS
PROVIDE SIGNAGE FOR THE MARKING OF THE ADDRESS NUMBERS ON THE EXTERIOR DOORS TO
BE MIN 6 INCHES CONTRASTING IN COLOR, ALL EXTERIOR DOORS TO BE MARKED WHICH LEAD
INTO THE SPACE.
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
A2.01
NEW 2 X 4 NO -SAG SUSPENDED CEILING
AND GRID, FINE FISSURED CEILING
TILES
INDICATES NEW 2 X 4 LED LIGHTING
NOTE:
SEE ELECTRICAL DRAWINGS
FOR EXIT LIGHTS AND EMEF 3ENCY LIGHTS
REFLECTED CEILING PLAN
SCALE 1/4" = 1'-0"
0
1n
SUSPENDED GRID SYSTEM SHALL BE HOT DIPPED
GALVANIZED STEEL "T" SECTION W/ PRE -PAINTED
CAPPING.
MAIN RUNNERS TO BE SPACES AT 48" O.C. AND
SUSPENDED FROM EXISTIING STEEL JOIST ROOF
STRUCTURE USING PRE -STRAIGHTENED 2mm DIA.
HDG STEEL WIRE HANGERS AT 48" O.C. FIRST
HANGERS TO BE NO MORE THAN 18" FROM
PERIMETER.
CROSS TEES SHALL BE INSTALLED
PERPENDICULAR BETWEEN THE MAIN RUNNERS AT
24" O.C.
HANDICAPPED RESTROOM SPECS
O
O
MIRROR:
24" x 36" MIRROR, BOTTOM 01 MIRROR SHALL NOT EXCEED 40" A,F,F.
GRAB BARS:
GRAB BAR DIAMETER SHALL BE 1-1/2", SPACE BETWEEN WALL AND GRAB BAR SHALL BE 1-1/2"
GRAB BAR BEHIND WATER CLOSET SHALL BE 36" AND 42" FOR SIDE GRAB BAR, GRAB
BAR HT.: 33" A.F,F,
LAVATORY:
LAVATORY SHALL BE MOUNTED WITH RIM OR COUNTER SURFACE NO HIGHER THAN 34" A.F.F.
PROVIDE 29" A.F.F. CLEARANCE
TO BOTTOM OF APRON,
FAUCET:
SHALL COMPLY WITH 4,27.4, LF VER-OPERATED OR PUSH TYPE THE FORCE REQUIRED TO
TO ACTIVATE CONTROLS SHALL 13E NO GREATER THAN 5 Ibf,
EXPOSED PIPES:
HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED,
WATER CLOSET (HANDICAP ACCESSIBLE)
TOILET PAPER DISPENSER (B-265)
FIXTURE NOTE:
PAPER TOWEL HOLDER (8-35905) CONTRACTOR MUST COORDINATE FINAL
FIXTURE SELECTION WITH OWNER TO
SOAP DISPENSER APPROVE SPECIFIED OR EQUAL PRIOR TO
ORDERING OR INSTALLATION,
DRINKING FOUNTAIN
HAWS MODEL 1119, "HI-LO" BARRIER FREE WALL MOUNTED
DRINKING FOUNTAIN OR ACCESSIBLE EQUIVALENT,
TOILET ROOM ACCESSORIES
TOILET .ACCESSORIES BY AMERICAN SPECIALTIES, INC.
-0210 PAPER TOWEL DISPENSER
-0715 DOUBLE SURFACE MOUNTED TOILET TISSUE HOLDER CHROME -PLATED STEEL
-0347 VERTICAL SOAP DISPENSER
-0620 24" X 36" ANGLE FRAME MIRROR
-3800 SERIES 1 1/2" 0 GRAB BAR 36" & 42"
TOILET ROOM FINISH NOTE (FINISHES TO BE HARD, NON -ABSORBENT):
MOISTURE RESIST. GYPSUM BOARD
W/ WASHABLE ACRYLIC P
BOTT. OF CEILING ABOVE,
42" J 2"
-36
EPDXY PAINT WAINSCC
5'-0" A.F.F, TO COMP
WITH FBC 121022
PROVIDE CONT. BACKIN
FOR GRAB BAR (MIN 3
"x8"). SEE BACKING
DETAIL IN 1 HIS SH .
v
0
SL
in
a
(P M
4.
6" CERAMIC
�F-A
11
CEILING SYSTEM NOTE:
PER: FBC 808.1.1
Suspended acoustical ceiling systems shall be
installed in accordance with the provisions of
ASTM C 635 and ASTM C 636
L� J
. s" gm��a e
A .12M
@ 12€0
C max. 4UG
50 6DO
REF. DISTANCE
MAX, 48'
48"
MAX. 18"
24`
CEILING SUSPENSION SYSTEM DETAIL
NO SCALE
PER SECTION 1210 OF THE 2017 FLORIDA BUILDING CDDE:
1210„2,1 FLOORS & WALL BASES: IN OTHER THAN DWELLING UNITS, TOILET, BATHING &
SHOWER ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT
SURFACE, THE INTERSECTIONS ON SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH,
HARD, NON -ABSORBENT VERTICAL BASF THAT EXTENDS UPWARD ONTO THE WALLS NOT
LESS THAN 4 INCHES
1210.2,2 WALLS & PARTITIONS: WALLS & PARTITIONS WITHIN TWO FEET OF SERVICE SINKS,
URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT
SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR
STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE
THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS, AND SOAP DISHES,
PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT
STRUCTURAL ELEMENTS FROM MOISTURE
HANDICAPPED
SCALE: 1 /2" = 1'-0"
MOISTURE RESIST. GYPSUM BOARD
W/ WASHABLE ACRILYC PAINT TO
30TT. OF CEILIIN "^^"-
=PDXY PAINT
NAINSCOT TO 5'
N.F,F. TO COMPL
=BC 1210.2,2
36" WIDE DOOR - PROVIDE
VER TYPE HARDWARE. MAX J"
THRESHOLD, SEE DOOR
SCHEDULE.
RESTROOM ENLARGED PLAN
MOISTURE RESIST, GYPSUM BOARD
W/ WASHABLE ACRILYC PAINT TO
^TT r CEILING ABOVE.
EPDXY PAINT
VSCOT TO 5'-0"
F0 COMPLY WITH
FBC 1210.2.2
V 1. [\F Ivll� 1ILL '
COVE BASE
C
NOTE:
SEE SHEET A1.00 FOR ADDITIONAL HANDICAPPED
ADA REQUIREMENTS SCALE: 1-1/2" = 1'-0"
NSI 11
V VCfCNIVIIV HILL
COVE BASE
D
RESTROOM DETAILS
BODE COMPLIANCE
I CIE COUNTY
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
A6.01
I " TYPE S DRYWALL SCREWS
8" O.C. TO VERTICAL EDGES
12" 0. C. TO HORIZONTAL AND
INTERMEDIATE STUDS
6" METAL STUDS (20 GA.) @ 16" O.C.
-1 RATEDPAIMT1011I
Il ASSOCIATION !! : • •
RIGHT All OR_P��
1" TYPE'S'SELF-TAPPING DRYWALL • : •
TO VERTICAL EDGESi • i ' • : • •
RUNNERS AND INTERMEDIATEDd RG
_►D ••'• M S CR III • 11 ET _ L •
DESIGN NO. U465
Non Bearing Wall Rating - 11 Hr.
2 3 4 5
�-
2 End Joint Detail 4
NON -LOAD BEARING
MW11111111I onW.1105 as= =I I I
1 " TYPE S DRYWALL SCREWS
8" O.C. TO VERTICAL EDGES
12" 0. C. TO HORIZONTAL AND
INTERMEDIATE STUDS
5/8" GYP. BD. BOTH SIIiI_S
SOUND INSULATION BATTS
NOTE:
EXTEND WALL 6" PAST SUSPENDEn (`FI'_ING
3 5/8" OR 6" METAL STUDS (20 GA.) @ 24" O.C. - PROVIDE
FIREBLOCKING AT TOPS OF PARTITIONS WHICH
DO NOT EXTEND TO THE UNDERSIDE OF THE ROOF
DECK
WALL TYPEP-3.
EXISTING REINFORCED 8" CMU WALL
EXISTING GYPSUM BOARD RE'=A'R AS REQUIRED
EXISTIING CEMENT PLASTER
MR=
311 ® 1 1®011
I. Floor and Ceiling Runners -- (not shown) -- Channel shaped runners,
3-5/8 in. wide (min), 1-1/4 in, legs, formed from min No. 25 MSG
(min No. 20 MSG when Item 4C is used) galv steel, attached to floor
and ceiling with fasteners spaced 24 in. OC max.
2. Steel Studs -- Channel shaped, 3-5/8 in. wide (min), 1-114 in. legs,
3/8 in. folded back returns, formed from min No. 25 MSG (min No. 20
MSG when Item 4C is used) galv steel spaced 24 in. OC max.
3. Batts and Blankets* -- Mineral wool or glass fiber batts
completely )filling stud cavity.
See Batts and Blankets (BZJZ) category for names of Classified companies.
3A. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) --
Spray applied cellulose insulation material. The fiber is applied with
water to completely fill the enclosed cavity in accordance with the
application instructions supplied with the product. Nominal dry density
of 3.0 lb/ft3.
U S GREENFIBER L L C -- Cocoon stabilized cellulose insulation.
3B. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 3) and
Item 3A - Spray applied cellulose insulation material. The fiber is
applied with water to interior surfaces in accordance with the application
instructions supplied with the product. Applied to completely fill
the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.
NU -WOOL CO INC -- Cellulose Insulation
4. Gypsum Board* -- 5/8 in. thick, 4 ft wide, attached to steel studs and
floor and ceiling track with I in. long, Type S steel screws spaced 8 in.
OC. along edges of board and 12 in. OC in the field of the board. Joints
oriented vertically and staggered on opposite sides of the assembly.
When attached to item 6 (resilient channels) or 6A (furring channels),
wallboard is screw attached to furring channels with 1 in. long, Type S
steel screws spaced 12 in. OC.
AMERICAN GYPSUM CO --Types AG-C, AGX-C.
BEIJING NEW BUILDING MATERIALS CO LTD -- Type
DBX-1.
BPB AMERICA INC
--Types 1, EGRG, ProRoc Type X, ProRoc Type C.
CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR,
IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
G-P GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP--Types 5, 9, C, DAP, DD, DA, DGG,
DS, GPFS6.
LAFARGE NORTH AMERICA INC -- Types LGFC2, LGFC2A,
LGFC6, LGFC6A, LGFC-C, LGFC-C/A.
NATIONAL GYPSUM CO -- Types FSK-C, FSK-G, FSW-C,
FSW-G, FSW.
NORGIPS A/S -- NORFIRE XA.
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC -- Type PG-C.
SIAM GYPSUM INDUSTRY CO LTD -- Type EX-1
STANDARD GYPSUM L L C -- Type SG-C.
TEMPLE -INLAND FOREST PRODUCTS CORP -- Type TG-C.
UNITED STATES GYPSUM CO -- Type AR, C, FRX-G, IP-AR,
IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
USG MEXICO S A DE C V -- Type AR, C, IP-AR, IP-X2, IPC-AR,
SCX, SHX, WRC or WRX.
WESTROC INC --Type Westroc Fi-Rok orAbuse-Resistant.
CV
4A. Gypsum Board* -- (As alternate to Item 4) - Nom 5/8 in. thick gypsum
panels with beveled, square or tapered edges, applied vertically or
horizontally. Vertical joints centered over studs and staggered one stud
cavity on opposite sides of studs. Horizontal edge joints and horizontal
butt joints on opposite sides of studs need not be staggered or backed.
Panels attached to steel studs and floor runner with I in. long Type S
steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC
along vertical and bottom edges and 12 in. OC in the field when panels
are applied vertically.
CANADIAN GYPSUM COMPANY -- Types AR, C, IP-AR,
IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
UNITED STATES GYPSUM CO -- T ype AR, C, FRX-G, IP-AR,
IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
USG MEXICO S A DE C V -- Type AR, C, IP-AR, IP-X2, IPCAR,
SCX, SHX, WRC or WRX.
4B. Gypsum Board* -- (As an alternate to Items 4 or 4A) -- Nom 3/4 in.
thick, 4 ft wide, installed as described in Item 4A with screw length
increased to 1-1/4 in.
CANADIAN GYPSUM COMPANY -- Types AR, IP-AR.
UNITED STATES GYPSUM CO -- Types AR, IP-AR.
USG MEXICO S A DE C V -- Types AR, IP-Aft.
4C. Gypsum Board* -- (As an alternate to Items 4, 4A and 4B) -- 5/8 in.
thick gypsum panels, installed as described in Item 4A with Type S-12
steel screws. The length and spacing of the screws as specified under
Item 4A.
CANADIAN GYPSUM COMPANY -- Type FRX.
UNITED STATES GYPSUM CO -- Type FRX.
5. Joint Tape and Compound -- Vinyl, dry or premixed joint compound,
applied in two coats to joints and screw heads, paper tape, 2 in. wide,
embedded in first layer of compound over all joints. As an alternate,
nominal 3/32 in. thick gypsum veneer plaster may be applied to the
entire surface of Classified veneer baseboard. Joints reinforced.
6. Resilient Channel -- (Optional -Not Shown) -- 25 MSG galv steel
resilient channels spaced vertically max 24 in. OC, flange portion
attached to each intersecting And with 1/2 in. long type S- 12 panhead
steel screws. Not for use with Type FRX gypsum panels.
6A. Steel Framing Members (Not Shown)* -- As an alternate to Item 3,
furring channels and resilient sound isolation clip as described below:
a. Furring Channels -- Formed of No. 25 MSG galv steel. 2-3/8 in.
wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels
secured to studs as described in Item b.
b. Steel Framing Members* -- Used to attach furring channels (Item a)
to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with
1-5/8 in. wafer or hex head Type S steel screw through the center
grommet. Furring channels are friction fitted into clips.
PAC INTERNATIONAL INC -- Type RSIC-1.
*Bearing the UL Classification Mark
5/8" GYP, BD. BOTH SIDES
SOUND ATTENUATION BATTS
- SEE PLAN FOR LOCATIONS
3 5/8" OR 6" GALV. METAL STUDS
2 X 6 WOOD BUCK
18 GA. H.M. DOOR FRAME W/ WELDED
CORNERS 3-JAMB CLIPS / JAMB
(TYP)
WOOD DOOR (SEE SCHEDULE FOR RATING)
5/8" GYP, BD. BOTH SIDES
SOUND ATTENUATION BATTS
- SEE PLAN FOR LOCATIONS
3 5/8" OR 6" GALV. METAL STUDS
18 GA. H.M. DOOR FRAME W/ WELDED
CORNERS
JAMB BEYOND
WOOD DOOR (SEE SCHEDULE FOR RATING)
01
GYPSUM BOARD TO BE BEVELED, SQUARE
OR TAPERED EDGES, APPLIED VERTICALLY
OR HORIZONTALLY. VERTICAL JOINTS
CENTERED OVER STUDS AN STAGGERED
ONE STUD CAVITY ON OPPOSITE SIDES OF
THE STUDS. HORIZONTAL BUTT JOINTS ON
OPPOSITE SIDES STUDS NEED NOT BE
STAGGERED. ATTACH WITH 1" LONG TYPE S
OR S-12 STEEL SCREWS SPACED AT
8" O.C.
At IL
641-11 " ®R �, l! 1 W011
PROVIDE CONTINUOUS TRACK AT TOP
OF WALL.
�- PROVIDE BRACING TO STRUCTURE ABOVE AT
6'- 0" Q.C. ATTACH EACH BRACE TO TRACK
WITH (2) #10 SELF TAPPING METAL SCREWS.
I I [I l-- FIRE BLOCKING AND CEILING SYSTEM SUPPORT.
-------------
--------------------------
I=
CEILING SYSTEM.
STEEL STUDS 3 5/8" OR 6" 20 GA. W/ 5/8"
GYPSUM BOARD EACH SIDE. PROVIDE 4"
BATT INSULATION AROUND RESTROOMS
AND OTHER LOCATIONS NOTE ON PLANS.
I—) I
PROVIDE CONTINUOUS TRACK AT BOTTOM
LL_1 J I
OF WALL.
PROVIDE BASE AS SCHEDULED.
PROVIDE FLOOR AS SCHEDULED.
CUT TOP & ti 1 RA14GES OF
TRACK AT EOCH STW, TYR
I #' STUDS 16" D.O.
PER SCHEDULE, SEE ST ,01
I"
3 }lam
MIN, 6'44 WIL. I lEl1 SChm
OWUNC1 1 ilia a": ;>, t,. f E' N. `,..
TRACK, Do NOT CUT
RANGESSUPPORTING � (4) Il) S3th�'°,._ ZW1 GRAB BAR LOAD NIPUED IN
CIS. 0 EA, E1W OF ANY DIRECTION
eACIONG
Ek STUD
(D_Ls���
� I
,�I ,"i W
PSI CONCRETE SLAB ON GRADE TO
PTH OF EXIST'G. DRILL
Y 12" L #4 BARS 4" INTO EXIST'G
"O.C. USE HILTI HIT HY 150 EPDXY
TERMITE TREATED FILL
REVIEWED FOR
CODE COMPLIANCE
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
.
System No. W-L-2245
F Rating - 4 Hr
T Rating - 2 and 4 Hr (See Item 2)
SECTION A -A
1. Floor or Wall Assembly Min 4 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials
and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance
Directory and shall include the following construction features:
A. Studs Wall framing shall consist of steel channel studs.Steel studs to be min 3-1/2 in. wide and spaced max
24 in. OC.
B. Gypsum Boards Four layers of nom 5/6 in. thick, gypsum board as specified in the Individual wall and
partition Design. Max diameter of opening is 1-3/8 in.
2. Through -Penetrants One nonmetallic pipe to be installed concentrically or eccentrically within tie firestop system. j
The annular space between the pipe and the periphery of the opening shall be a min 0 in. (point contact) to
max. 3/4 In. for nom 6 in. diameter pipes and min 0 in (point contact) to max 1/2 in. for nom 4 in. diameter (or smaller)
pipes. Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic
pipes may be used.
A. Polyvinyl Chloride (PVC) Pipe Nom 6 in diameter (or smaller) Schedule 40 solid or cellular PVC core pipe,
for use in closed (process or supply) or vented (drain, waste or vent) piping systems.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 6 in. diameter (or smaller) SDR 13.5 CPVC Floe. For use in
closed (process or supply) piping systems.
The T Rating is dependent upon the diameter of pipe used in the firestop system. For nom 4 in. diameter
(or smaller) pipes, the T Rating is 4 hr. For pipes greater than nom 4 in. diameter the T Rating 's 2 hr.
3. Firestop Systef'he firestop system shall consist of the following:
A. Fill, Void or Cavity Material - 5ealants Min 1-1/2 in. thickness of fill material applied within annulus of
gypsum board, flush with surface of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC FS-ONE Sealant
B. Firestop Device - Firestop Collar The firestop collar shall be installed in accordance wits the accompanying
Installation instructions. The collar shall be installed and latched around the pipe and secured to the gypsum
board with the anchor hooks provided with the collar. (Min 2 anchor hooks for 1-1/2 and 2 ir. diameter pipes, 3
anchor hooks for 3 and 4 in. diameter pipes and 6 anchor hooks for (o in. diameter pipes). -re anchor hooks
are to be secured to the wall with 1/4 in. by 3 in. toggle bolts along with min 3/4 in. diameter Steel washers.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC-- CP 643 50/1.5", CP 643 6312", CP 643 W/3", CP 643 110/4" or CP 642 160/6" Firestop Collar
s5earing the UL Classification Mark
�M=�0® SIFj��
Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc.
March 22, 2004 C e L lis
System No. W-L-2098
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1 and 2 bar (see Item 1)
L Rating At Ambient - Less Than 1 CFM/Sq Ft
L Rating At 400 F - 4 CFM/Sq Ft
1. Wall Assembly -- The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the
materials and in the manner specified In the individual U300 or U400 Series Wall and Partition Designs In
the UL Fire Resistance Directory and shall include the following construction features:
A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to
consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and
spaced max 24 in. OC.
B. Gypsum Boards -- 5/6 in. thll 4 ft wide with square or tapered edges. The gypsum wallboard
type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the
individual Wall and Partition Design. Max diameter of opening is 4-3/6 in.
The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in
which it is installed.
2. 'through Penetrants --One nonmetallic pipe installed within the firestop system. Pipe to be rigidly
supported on both sides of floor or wall assembly. The space between pipe and periphery of opening shall
be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or wall
assembly. The following types and sizes of nonmetallic pipes may be used:
A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. diameter (or smaller) Schedule 40 PVC pipe for use in
closed (process or supply) piping system.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 2 in. diameter (or smaller) 5DRi1 CPVC pipe
for use in closed (process or supply) piping systems.
3. 1:111, Void or Cavity Materials= -- Sealant -- Installed to completely fill the annular space between the
pipes and gypsum wallboard on both sides of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC-- FS-One Sealant
•Bearing the UL Classification Mark
System No. W-L-1243
F Rating - 1 and 2 Pr (See Item 1)
T Rating - 0 Hr
1. Wall Assembly The I or 2 Hr. fire -rate gypsum board/stud wall assembly shall be constructed of the materials and
in the manner specified 1n the individual U300 or U400 Series Wall and Partition Design
in the Fire Resistance Directory and shall include the following construction features:
A. StudsWall framing shall consist of either wood studs or channel shaped steel studs. Wood studs to consist of
2 by 4 in, lumber spaced 16 in. OC. Steel studs to be min 2-1/'2 in. wide, fabricated from min 25 MSG
galvanized steel, spaced max 24 in. OC.
B. Gypsum Boards 5/6 in. thick~ 4 ft. wide with square or tapered edges. The gypsum board type, number of
layers and sheet orientation shall be as specified In ths individual U300 or U400 Series Designs in the UL Fire
Resistance Directory. Max diameter of opening is 3-1/2 in.
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it
is installed.
2. Through -Penetrant -Flexible Metal Conduit+Nom. 2 in, diameter (or smaller) aluminum or steel flexible conduit installed
either concentrically or eccentrically within the firestop system. The annular space between conduit and perlphl of
opening shall be min 0 in. (point contact) to max I in. Conduit to be rigidly supported on both sides of wall
assembly.
See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Materials Directory for names of
manufacturers.
3. Fill, Void or Cavity Materials- Sealant Min 5/6 in. thickness of fill material applied with annulus, flush with both
Surfaces of the wall. At point contact location between conduit and gypsum board, a min 1/2 in, bead of fill material
shall be applied at the conduit/gypsum board interface on both sides of wall.
HILTi CONSTRUCTION CHEMICALS, DIV OF
HILTI INC FS-ONE Sealant
+Bearing the UL Listing Mark
•Bearing the UL Classification Maroc
1..�r-1 ��F-�LJ� S1�j�, �SSiFj�,
Reproduced by HILTI, Inc. Courtesy of Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc. Underwriters Laboratories, Inc.
January 09, 2003 CU8 L us January 24, 2011 C UL us
System No. W-L-4007
F Rating - 2 fir
T Rating - 2 Hr
L Rating At Ambient - 11 CFM/Sq Ft
L Rating At 400 F - I CFM/Sq Ft
[-A
SECTION A -A
1. LUali Assembly -- The fire -rated gypsum wallboard/steel stud wall assembly shall be constructed of
the materials and in the manner described in the individual U400 Series Wall and Partition Design in
the UL Fire Resistance Directory and shall include the following construction features:
A. Steel Studs -- Steel studs to be min 3-5/5 in. wide and spaced max 24 in. OC. The opening in the
wall . to accommodate the cable tray (item 2) shall be framed on all sides. The studs on each side of
the opening and the stud sections used for the header and sill of the opening shall be doubled such
that the flanged steel casing of the fill material kit (Item 5A) may be secured to the steel framing
members, through the gypsum wallboard layers, on all sides. The framed opening in the wall shall be min I
In. to max 4 in. wider and higher than the width and height of the cable tray such that, when the cable
tray is centered to the opening, a 1/2 to 2 in. clearance Is present between the cable tray and the
framing on all four sides,
B. Gypsum Board* -- Two layers of nom 5/6 in. thick gypsum wallboard, as specified in the individual
Wall and Partition Design.
2. Cable Tray -- Max 24 in. wide by max ro in. deep open ladder cable tray formed of min 0.0S3 in.
thick (No, 12 gauge) gals steel or min 0.125 in. thick aluminum and with rungs spaced S in. OC. Max one
cable tray per opening. Cable tray to be rigidly supported on both sides of wall assembly.
3. Cables -- Aggregate cross -sectional area of cables in cable tray not to exceed 40 percent
based on a max 3 in. cable loading depth within the tray. Any combination of the following types and
sizes of copper conductor cables may be used:
A. Max 300 kcmil single -conductor power cables cross -linked polyethylene insulation.
B. Max 12 AU13 multiconductor power and control cablest cross -linked polyethylene insulation, polyvinyl
chloride jacket.
Gables to be installed min 1/2 in. apart in layers with a layer of intumescent sponge sheet (Item 5A)
between layers of cable. when diameter of cables is larger than S/16 in., narrow strips of intumescent
sponge to be installed between individual cables in each layer of cables.
4. hiineral-Wool Batt insulation -- Min 4 pcf mineral wool Batts tightiy-padued into through opening to
completely fill framed opening in wall assembly.
5. Firestop System -- Firestop system consists of a fill material kit (Item 5A) in conjunction with caulk fill
material (Item 515).
A. Fill, void or Cavity Materials* -- Fill Material Kit -- Fill material kit consists of a nom 10 in. high by 10
In. deep modular steel casing with eiastomeric gasket strips, elastomeric liner blocks and intumescent
sponge filler sheets. The width of the steel casing shall be 6 to $ 1n. greater than the width of the
cable tray. The fill material kit is to be installed in accordance with the accompanying instructions. The
fasteners used to secure the steel casing to the wall surface shall be norm 1/4 in. diameter by min 2-1/4
In. long steel screws in conjunction with steel washers. All voids within the lined steel casing to be
tightly -filled with intumescent sponge sheets. The intumescent sponge sheets shall also be installed
between the cable tray rungs and the cables as well as between layers of cables in the cable tray.
BEELE ENGINEERING B V -- Type FSP
S I Fj�o
Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc. UL
August 31, 1995 C a U S
System No. W-L-1085
F Rating - 1 and 2 Hr (See Item 15)
T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/Sq Ft
L Rating At 400 F - 4 CFM/Sq Ft
. 7". 1 � s.
1. Wall Assembly The i or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed
of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition
Designs In the UL Fire Resistance Directory and shall include the following construction features:
A. Studs Wall Framing may consist of either wood studs or steel channel studs. Wood studs to consist
of nom 2 by 4 in. lumber spaced is in. OC. Steel studs to be min 2-1/2 in. wide and spaced max
24 in. OC.
B. Gypsum Boards 5/0 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type,
number of layers, fastener type and sheet orientation shall be as specified in the individual Wall
and Partition Design. Max diameter of opening is 13-1/4 in.
Diameter of circular opening cut through gypsum wallboard on each side of wall assembly to be min 1/4
in. to max 1/2 in. larger than outside diameter of through penetrant (Item 2). The hourly F Rating of the
firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
2.. Through penentrants one metallic pipe, conduit, or tubing to be installed either concentrically
or eccentrically within the firestop system. Pipe, conduit, or tubing to be rigidly supported
on both sides of wall assembly. The annular space between the through -penetrant and the
periphery of the opening shall be minimum 0" to maximum 1/4 inches. The following types and
sizes of metallic pipes, conduits, or tubing may be used:
A. Steel pipe, nominal 12" diameter (or smaller) Schedule 10 (or heavier) steel pipe.
15, Iron pipe, nominal 12" diameter (or smaller) cast or ductile iron pipe.
C. Conduit nominal 6" diameter (or smaller) steel electrical metallic tubing or steel conduit.
D. Copper tubing nominal Co" diameter (or smaller) Style L (or heavier) copper tubing.
E. Copper pipe nominal ro" diameter (or smaller) Regular (or heavier) copper pipe.
CONSTRUCTION3. Fill, 'Vold, or Cavity Matel -- Sealant F11I material to be forced into the annulus to maximum
extent possible. Additional fill material to be installed such that a minimum 1/2" crown Is forrne*��
around the perstrating Item and lapping 1/4 inch beyond the periphery of the opening.
HILTI r
FS-One Sealant
5earine the UL Classification Mal
siF,Fo
I ]--�l0E _u=0 Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc. C ®� IU'c
November 24, 1999 J
103.1 MAWING AND IDENTIFICATION. FIRS WALLS, FIR! BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER
WALL fREQUISED TO HAYS PROTECTED OPENING6, OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR
STE NCILW SUC44 IDENTIFICATION $HALL:
1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR FLOOR -CEILING OR ATTIC SPACES
2. BE LOCATED WITHIN 15 FEET (4512 MM) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED
HORIZONTALLY ALONG, THE WALL OR PARTITION AND
3. DUDE LETTERING NOT LESS THAN 3 INCHES (16 MM) IN HEIGHT WITH A MIN" 316 INCH (95 MM) 51ROKE IN A CONTRASTING COLOR
INCORFORATM THE WGGESTED WORDING1 "FIBAND/OR BARRIERPROTECT ALL OPENME," OR OTHER WORDING.
STRUCTURE @ +/- 14°-0"
Y INSTALL TOP IRU lhlER R7R METAL STUD
w 77PARTITION To UNDER;SIPE of METAL DECK :
p TIGHTLY PACK ALL VOIDS WITH
NON-COMBUSTIBLE FiRET. -RESISTANT 15ATTING
AND SEAL ALL EDGE 'v'OIDS WiT14 HiLTt FS601 1
® HOUR FIRE RATED SEAl.ANT MATERIAL. (NOTE
GYPSUM WALLBOARD WILL HAVE TO BE FITTED
AROUND ALL BAR JOISTS T14AT INTERSECT THE
PLANE OF INTERIOR PARTITIONS. NOTE : NO
INTERIOR PARTITIONS ARE BEARING IN THIS SET
OF PLANS.)
5/8" TYPE X GYPSUM aw,1,LL BOARD OVER I
b LAYER 5/8" QUIETROCK ON MINrU l 4-1/2" 22
GA. METAL STUDS AT 16" CENTERS MAXIMUM
SPACIPkk�.
Q _ INTERIOR PAR1'ITIONS
lu MUST RE515T A MIN, OF
a 5 PSF PER FBC"
0 0
.0145 POWDER ACTUAATE:-a
FASTENERS ® 24" CENTERS
I[/_5ASE AS PER SCHEDULE;
O -BEARI G, ONE HOUR FIRE -RATED
I. FLOOR AND CEILIW3 RUNNERS -- CHANNEL SHAPED, FABRICATED FROM MINIMUM 22 'MSC.)
CORROSION -PROTECTED STEEL, MINIMUM DEPTH TO ACCOMMODATE STUD BIZET,, WITH MINIMUM 1-1/4 INCH
LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 INCH ON CENTER MAXIMUM.
2. STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MINIMUM 22 MSG c(_nRR •ION -PROTECTED
STEEL, SPACED A MAXIMUM OF 16 INCHES ON CENTER STUDS TO BE CUT 3/8 TC:° 3/4 INCH LESS THAN
ASSEMBLY HEIGHT.
3. BATTS AN 5lW21Z4:`_7TS# -- (OPTIONAL) -- MINERAL WOOL BATTS, FRICTION FITTE#
BETWEEN STUDS AND RUNNERS.
4. WALL BOARD* -- I LAYER OUIETROCK WALLBOARD UNDER - 5/8" TYPE-X WiTH BEVELED,
SQUARE TAPERED EDGES, APPLIEDVERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS
AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS
(MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL
FRAMING3, HORIZONTAL EDGE JOINTS AND 140RIZONTAL BUTT JOINTS ON OPPOSITE SiVE5 OF STUDS NEED NOT BE
STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER
SYSTEMS) STAGGERED A MINIMUM OF 12 INCHES.
5. FASTENERS -- TYPE S OR 5-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS OR
FURRING: CHANNELS. SINGLE LAYER SYSTEI"iS: I INCH LONGS FOR 1/2 AND 5/6 Ill THICK PANELS OR
1-1/4 INCHES LONG FOR 3/4 INCH THICK PANELS, SPACED 6 INCHES ON CENTER WHEN PANELS ARE
APPLIED HORIZONTALLY, OR 8 INCHES ON CENTER ALONG VERTICAL AND BO'TOM EDGES AND 12
INCHES ON CENTER IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. IWO LAYER SYSTEMS:
FIRST LAYER- 1 INCH LONG FOR 11 AND 5/8 INCH THICK PANELS CAR 1-1/4 INCH LONG FOR 3/4 INCH
T14ICK PANELS, SPACED I& INCHES, ON CENTER. SECOND LAYER- i-5/8 INCH L(')NG FOR V2 INCH, 5/8
INCH THICK PANELS OR 2-1/4 INCH LONG FOR 3/4 INCH THICK PANELS, SPACED 16 INCHES ON
CENTER WITH SCREWS CVFSET 6 INCHES FROM FIRST LAYER. THREE -LAYER SYSTEMS- FIRST
LAYER- 1 INCH LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHEE ON CENTER. SECOND
LAYER- 1-5/6 INCH LONG: FOR 1/2 INCH, 5/8 INCH THICK PANELS, SPACED 24 INCHES ON CENTER. THIRD
LAYER- 2-1/4 INCHES LONG FOR 1/2 INCH, 5/8 INCH THICK PANELS OR 2-5/8 INCHES LONG FOR 5/5 INCH
THICK PANELS, SPACED 12 INCHES ON CENTER. SCREWS OFFSET MINIMUM ro INC-iES FROM LAYER
BELOW. FOUR -LAYER SYSTEMS: FIRST LAYER- i INCH LONG FOR 1/2 INCH, 5/6 INCH THICK PANELS,
SPACED 24 INCHES ON CENTER. SECOND LAYER- 1-5/8 INCH LONG FOR 1/2 INCH, 5/6 INCH THICK
PANELS, SPACED 24 INCHES ON CENTER'S THIRD LAYER- 2-1/4 INCHES LONG FOR 1/2 INCH THICK
PANELS OR 2-5/8 INCHES LONG FOR 5/8 INCH. THICK PANELS, SPACED 24 INCHES ON CENTER FOURTH
LAYER- 2-5/8 INCHES LONG FOR 1/2 INCH THICK PANELS OR 3 INCHES LONG FOR 5/6 INCH THICK
PANELS, SPACED 12 INCHES ON CENTER. SCREWS OFFSET MINIMUM 6 INCHES FROM LAYER BELOW.
ro. FURRING CHANNELS -- (OPTIONAL FOR SINGLE OR DOUBLE LAYER SYSTEMS) --
RESILIENT FURRING CHANNELS FABRICATED FROM MINIMUM 25 MSG CORROSION -PROTECTED STEEL,
SPACED VERTICALLY A MAXIMUM OF 24 INCHES ON CENTER FLANGE PORTION ATTACHED TO EACH
INTERSECTING STUD WITH 1/2 INCH LONG TYPE 5-12 STEEL SCREWS.
`I. JOINT TAPE AND COMPOUNN -- VINYL OR CASEIN, DRY OR PREMIXED JO NT COMPOUND
APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE„ NOMINAL 2
INCHES WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS CsF OUTER LAYER
PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYP5LIM PZ NELS ARE
SUPPLIED WiTH A SQUARE EDGE.
8. SIDING, BRICK OR STUCCO -- (OPTIONAL) -- ALUMINUM, ViNYL OR STEEL SVIIDING, BRICK
VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER
GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH CAORRUGATED METAL WALL TIES
ATTACHED TO EACH STUD WiTH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK
S. CAULKiNG AND SEALANTS- -- (OPTIONAL) -- A BEAD OF ACOUSTICAL SEALANT APPLIED
AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. *BEARING THE UL CL.A6,31FICATION MARK
COPYRIGHT 7 2010 UNDERWRITERS LABORATORIES, Ill
a,} )I FOR
CODE COMPLIANCE
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ELECTRICAL POWER PLAN
1 /4" =1'-0"
ELECTRICAL LEGEND
1x4 LED LIGHT
1 x4 LED LIGHT W/ EMERGENCY
BALLAST (1200 LUMENS MIN.) ON 24/7
2x2 LED LIGHT
51 2x2 LED LIGHT W/ EMERGENCY
BALLAST (1200 LUMENS MIN.) ON 24/7
2x4 LED LIGHT
2x4 LED LIGHT W/ EMERGENCY
BALLAST (1200 LUMENS MIN.) ON 24/7
0 RECESSED LIGHT
-Q- SURFACE MOUNTED LIGHT
i
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INTERIOR WALL SCONCE
EXIT SIGN
WITH 90 MIN BATTERY BACK UP
�) EXIT SIGN WITH DIRECTIONAL ARROW
_.-- WITH 90 MIN BATTERY BACK UP
�e WALL MOUNTED EMERGENCY LIGHT
WITH 90 MIN BATTERY BACK UP
EXIT SIGN/EMERGENCY LIGHT COMBO
WITH 90 MIN BATTERY BACK UP
$CSC
SWITCH WITH OCCUPANCY SENSOR
THAT SHALL TURN LIGHTING OFF WITHIN 30
MINUTES OF AN OCCUPANT LEAVING A SPACE
�
3 WAY SWITCH WITH OCCUPANCY SENSOR
0C
THAT SHALL TURN LIGHTING OFF WITHIN 30
MINUTES OF AN OCCUPANT LEAVING A SPACE
DIMMER SWITCH WITH OCCUPANCY SENSOR
%oc
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MINUTES OF AN OCCUPANT LEAVING A SPACE
OR
2 HOUR OVERRIDE SWITCH TO TIME CLOCK
MOTION SENSOR THAT SHALL TURN LIGHTING
Q
OFF WITHIN 30 MINUTES OF AN OCCUPANT
LEAVING A SPACE
EXHAUST FAN MOTOR
0
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(`I
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d)
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
t:
:4
DUPLEX RECEPTACLE CEILING MOUNTED
SWITCHED DUPLEX RECEPTACLE
QUADRUPLEX RECEPTACLE
®
SPECIAL RECEPTACLE
QJ
JUNCTION BOX
®
FLOOR DUPLEX RECEPTACLE
FLOOR QUADRUPLEX RECEPTACLE
fP7I POWER POLE
If I TELEPHONE JACK
Q IDATA JACK
IF I TELEPHONE/DATA JACK
M IFLOOR TELEPHONE/DATA JACK
1E I FLOOR TELEPHONE JACK
M
FLOOR DATA JACK
MT
TV CABLE OUTLET
O
SMOKE DETECTOR/CARBON MONOXIDE
SENSOR UL LISTED COMBO
OSMOKE
DETECTOR
�Q,
MULTI -CANDELA FIRE STROBE
O
MULTI -CANDELA SPEAKER/STROBE
PULL STATION
0
ELECTRICAL PANEL
GFI
GROUND FAULT INTERUPT
NL
NIGHT LIGHT ON 24/7
N
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E
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ER
EXISTING RELOCATED
TC
TIME SWITCH CONTROL
WP
WEATHERPROOF
EM
LIGHT WITH EM BALLAST OR INVERTER
1200 LUMENS MIN.
SOME SYMBOLS MAY NOT BE USED.
AEVIEWED FOR
CODE COMPLIANCE
ST, ,.il #E COUNT`
Cc
LOUCKS,I
ENGINEERING c
mep consulting engineers
E. PILHUJ P.E. FL REG 49832
INOA ALVAREZ P.E. FL REG 74056
321 E Commercial Blvd
Fort Lauderdale FI 33334
- EB-0033839 954-938-1881 Est.1966
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Date 3/10121
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1 x4 LED LIGHT W/ EMERGENCY
BALLAST (1200 LUMENS MIN.) ON 24/7
2x2 LED LIGHT
2x2 LED LIGHT W/ EMERGENCY
BALLAST (1200 LUMENS MIN.) ON 24/7
2x4 LED LIGHT
2x4 LED LIGHT W/ EMERGENCY
BALLAST (1200 LUMENS MIN.) ON 24/7
O RECESSED LIGHT
—Q— SURFACE MOUNTED LIGHT
Q EXTERIOR WALL LIGHT
9 INTERIOR WALL SCONCE
® EXIT SIGN
WITH 90 MIN BATTERY BACK UP
EXIT SIGN WITH DIRECTIONAL ARROW
_..__ WITH 90 MIN BATTERY BACK UP
WALL MOUNTED EMERGENCY LIGHT
WITH 90 MIN BATTERY BACK UP
EXIT SIGN/EMERGENCY LIGHT COMBO
WITH 90 MIN BATTERY BACK UP
SWITCH WITH OCCUPANCY SENSOR
OC THAT SHALL TURN LIGHTING OFF WITHIN 30
MINUTES OF AN OCCUPANT LEAVING A SPACE
3 WAY SWITCH WITH OCCUPANCY SENSOR
%OC THAT SHALL TURN LIGHTING OFF WITHIN 30
MINUTES OF AN OCCUPANT LEAVING A SPACE
DIMMER SWITCH WITH OCCUPANCY SENSOR
%oc THAT SHALL TURN LIGHTING OFF WITHIN 30
MINUTES OF AN OCCUPANT LEAVING A SPACE
OR 2 HOUR OVERRIDE SWITCH TO TIME CLOCK
MOTION SENSOR THAT SHALL TURN LIGHTING
O OFF WITHIN 30 MINUTES OF AN OCCUPANT
LEAVING A SPACE
EXHAUST FAN MOTOR
0 EXHAUST FAN
Eli DISCONNECT
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE CEILING MOUNTED
SWITCHED DUPLEX RECEPTACLE
QUADRUPLEX RECEPTACLE
® SPECIAL RECEPTACLE
p JUNCTION BOX
E FLOOR DUPLEX RECEPTACLE
FLOOR QUADRUPLEX RECEPTACLE
POWER POLE
. TELEPHONE JACK
Q DATA JACK
v TELEPHONE/DATA JACK
FLOOR TELEPHONE/DATA JACK
FLOOR TELEPHONE JACK
FLOOR DATA JACK
TV CABLE OUTLET
Ocm SENSORSMOKE DULELI STEDCCOMBO ARBON MONOXIDE
O SMOKE DETECTOR
MULTI —CANDELA FIRE STROBE
O MULTI —CANDELA SPEAKER/STROBE
® PULL STATION
Gr ELECTRICAL PANEL
GFI GROUND FAULT INTERUPT
NL NIGHT LIGHT ON 24/7
N NEW
E EXISTING
ER EXISTING RELOCATED
TC TIME SWITCH CONTROL
WP WEATHER PROOF
EM LIGHT WITH EM BALLAST OR INVERTER
1200 LUMENS MIN.
SOME SYMBOLS MAY NOT BE USED.
NL AND EXIT SIGNS TO BE WIRED AHEAD OF ANY CONTROL.
LOUCKSN
ENGINEERING c
rep consulting engineers
E. PILHUJ P.E. FL REG 49832
(� G. INOA ALVAREZ P.E. FL REG 74056
-'� 321 E Commercial Blvd
Fort Lauderdale FI 33334
Es-0033539 954-938-1881 Est.1966
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I REVISIONS I DATE
Contract
Pert -nit "
Bid
Date
3/10121
Scale
AS NOTED
Drawn
HT
Jab
2021-23
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ELECTRICAL NOTES:
1. ALL WORK TO BE DONE ACCORDING TO 2020 F.B.C., 2013 NFPA-72, 2015 '4FPA-101,
2015 NFPA-1, 2020 FFPC AND 2017 N.E.C_
2. CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING
BIDS. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE. FAILURE TO DO ',0 AND
CONTRACTOR PROCEEDS AT HIS OWN RISK.
3. MAINTAIN AS-BUILTS ON A DAILY BASIS. SUBMIT 3 COPIES TO ARCHITECT AND
OWNER 3 DAYS PRIOR TO ANY REQUIRED INSPECTIONS.
4, ALL CONDUIT TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. P.V.C. WILL 13E
ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER N.E.C. TABLE 250-66,122
IS INCLUDED WHEN ALLOWED BY CODE. NO PVC WILL BE ALLOWED IN R.A. PLENUMS
OR FIRE RATED ASSEMBLIES, ALL MATERIALS IN R.A. PLENUMS TO BE PLENUM RATED.
5, CONDUCTOR TO BE COPPER THWN OR THHN. MORE THAN THREE CURRENT CARRYING
CONDUCTORS IN A CONDUIT TO BE INSTALLED PER NEC 310.15(B)(3)(A)
6, ALL EXTERIOR EQUIPMENT TO NEMA 3R RATED.
7. ALL FUSES TO BE BUSSMAN CURRENT LIMITING AT SERVICE ENTRANCE. ALL OTHERS
FUSES ACCORDING TO MANU. SPECIF.
8. PROVIDE 6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE
ORDERED BEFORE SHOP DRAWINGS ARE APPROVED.
9. VERIFY ALL NAMEPLATE DATA OF EQUIPMENT FOR PROPER PROTECTION AND LOAD'S
PRIOR TO INSTALL OR WIRING.
10. MAINTAIN A MINIMUM OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR
TO INSTALLING ANY EQUIPMENT COORDINATE WITH OTHER TRADES TO INSURE
THAT CLEARANCES ARE MAINTAINED,
11. CONTRACTOR TO REMOVE ALL TRASH/UNUSED MATERIALS AT THE END OF DAY.
12. ALL CONDUITS, FIXTURES, DEVICES TO HAVE GROUND EXTEND AS PER TABLE
250-122 N.E.C.
13. POWER TO BE ON CONTINUOUSLY 5 WEEK PRIOR TO COMPLETING PROJECT.
14. ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR
THAT IS PROVIDING THE SYSTEM INCLUDING PERMITTING.
15. CONTRACTOR TO LAMP/RELAMP ALL FIXTURES.
16. CONTRACTOR TO VERIFY QUANTITIES OF EXISTING AND NEW DEVICES AND FIXTURES
REQUIRED TO COMPLETE PROJECT PRIOR TO SUBMITTING BID.
17. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND MUST PROVIDE NEW PANEL
SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL.
18, NEUTRALS NOT TO BE SHARED. PROVIDE #8 NEUTRAL TO ALL FURNITURE SYSTEMS,
IF APPLICABLE.
19. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT MENTIONED OR
NOT TO POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS INSTALLED.
20, ALL DEVICES TO MATCH BUILDING STANDARD OR BE DECORA SERIES.
21, TYPICAL LIGHT SWITCHES TO BE @ 48" A.F.F. ON CENTER, TYPICAL RECEPTACLE TO
BE 18" A.F.F. ON CENTER. ALL SWITCHES TO BE GANGED WITH CONTINUOUS
FACEPLATES. ALL DEVICES THAT ARE ADJACENT TO BE SPACED 6" ON CENTER.
22, ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER
INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS
ARE INSTALLED.
23. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES TO
BE CLEANED.
24. ALL EMERGENCY AND EXIT LIGHTS ARE TO HAVE A MINIMUM 90 MINUTE BA tTERY
BACK-UP.
25. CONTRACTOR IS TO PROVIDE STEP DOWN TRANSFORMERS FOR ALL FANS WHEN REQUIRED.
26. NO ALUMINUM CONDUCTOR BUSS WILL BE ALLOWED - ALL MUST BE COPPED.
27. ALL DATA, TEL., TV BOXES TO BE 4x4x2 DOUBLE GANG BOXES. STUB ALL CONDUITS
WITH LAY IN CEILINGS TO 6" ABOVE CEILING. ALL CONCEALED OR EXPOSED
APPLICATIONS TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION.
28. CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES.
29. NEW ELECTRICAL PANELS TO HAVE BOLT ON BREAKERS.
30. NO ELECTRICAL CIRCUITS OR WIRING FROM ADJACENT SPACES TO BE USED IN THIS
PROJECT.
31. ALL INTERIOR LIGHTING TO HAVE SWITCHES WITH OCCUPANCY SENSORS IN THEM
CAPABLE OF STAYING ON NO MORE THAN 30 MINUTES. CIRCUITS WHICH HAVE MOTION
SENSORS ON THEM MAY USE STANDARD SWITCHES.
32. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES.
33. PROVIDE 2-2" RIGID CONDUIT FROM BUILDINGS MAIN TELEPHONE ROOM COMMUNICATION
CENTER TO SITE DEMARC POINT. COORDINATE CABLE, TV, VOICE AND DATA
REQUIREMENTS WITH
OWNER TO MEET THEIR REQUIREMENTS.
34, VERIFY EXISTING FIRE ALARM HAS SUFFICIENT ROOM FOR EXPANSION AND EQUIPMENT
IS STILL READILY AVAILABLE. CONTRACTOR TO PROVIDE COMPLETE SHOP DWGS INCLUDING
RISER, CUT SHEETS, BATTERY CALCULATIONS AND ALL OTHER NECESSARY INFORMATION,
35. LABEL ALL OUTLETS AND JUNCTION BOXES WITH PANEL AND CIRCUIT NUMBER.
36. ANY ELECTRICAL EQUIPMENT POTENTIALLY NEEDING ADJUSTMENT, SERVICING, OR
MAINTENANCE WHILE ENERGIZED MUST BE PLACARED IN ACCORDANCE WITH N.E.C. 110.16.
37. ALL NIGHT LIGHTS AND EMERGENCY LIGHTS TO BE CONNECTED AHEAD OF ANY CONTROL
DEVICE.
38. ALL TRANSFORMERS ARE TO HAVE A MINIMUM K-RATING OF K-13. KVA SI/ING OF
TRANSFORMER IS SHOWN ON THE ELECTRICAL RISER DRAWING.
39. ALL CIRCUIT BREAKERS SERVING FURNITURE SYSTEMS MUST BE HANDLE TIED AS PER
N.E.C. 605.7
40. PROVIDE 90 MIN. BATTERY BACK UP FOR NEW AND EXISTING EMERGENCY/NI(,-HT LIGHTS
PLEASE REFER LEGEND.
41. PROVIDE MEAN OF DISCONNECTION FOR ALL LIGHTING FIXTURES AS PER NEC 410.130(G)
NEW PANEL A15 100A MLO 304W 120 208V
Wire
0
INo.lPoles
Trip
Description
Lood
INo.lPoles
Trip
Description
Load
0
Wire
12
A
01
1
20
SIGN
1200
102
1
20
LTG TC
700
A
12
12
B
03
1
20
SHOW WINDOW
360
104
1
20
RESTROOM LTG
50
B
12
12
C
05
1
20
REC
720
106
3
35
RTU
11200
C
8
12
A
07
1
20
REC
540
108
-
-
-
-
A
8
12
B
09
1
20
DF
600
10
-
-
-
-
B
8
12
C
11
1
20
®� TEL
180
12
1
20
ROOF GFI
180
C
12
12
A
13
1
20
RESTROOM
180
14
2
30
INSTAHOT
4600
A
10
B
15
16
-
-
-
-
B
10
C
17
_
118
C
A
19
20
A
B
21
_
22
B
C
23
24
C
A
25
26
A
B
27
28
B
C
29
1130
C
PANEL LOAD 2051OW
57A
•o
NEW ELECTRICAL RISER DIAGRAM
- - - - - - - - EXISTING N.T.S.
W- •
OUNDING
,NDUCTOR
BEEN)
PPED HOLE
BOX
OUNDING SCREW-
D 32x3/8" SLOTTED
XAGON HEAD. WASHER
CE SCREW (TYPICAL)
;E NUT
YPICAL)
NOTE:
GROUNDING CONDUCTOR SHALL. BE CONTINUOUS
SO THAT REMOVAL OF DEVICE WILL NOT
INTERFERE WITH CONDUCTOR CONTINUITY.
GROUNDING RI=7CEPTACLE DETAIL
N.T.S.
MINIMUM, OF (2) 12 GA. HANGER
WIRES TO STRUCTURE ABOVE
SUSPENDED CEILING LIGHTING
SUPPORT DETAILS
2E
N,T,S.
I
CEILING
MIN. 6"
3/4" CONDUIT (TYP,)
WITH PULL STRING
2" CONDUIT WITH
PULL
STRING (PVC
BELOW GRADE,
RIGID METAL
WHERE EXPOSED
TO AIR, EMT
INSIDE BUILDING),
I - - - - - --i.
I I
2'W x 4'H I
TELE BD MAIN
I
PAINTED BUILDING
4x4 METAL
BLACK T.B.
ELECTRICAL BOX.
COORDINATE
GROUND
FINAL PLASTER
BAR
RING AND FACE
C
PLATE ❑
REQUIREMENTS.
TERMINATE WITH
FLOOR
INSULATED BUSHING
TELEPHONE RISER
N . T. S.
REVIEWED FOR
►"' COMPLIANCE
6. L!JCIE COUNTY
BOCC
ELECTRICAL RISER, DETAILS AND NOTES 1
1/40 1
_ -0II LOUCKSIN
ENGINEERING
mep consulting engineers
E. PILHUJ P.E. FL REG 49832
G. INOA ALVAREZ P.E. FL REG 74056
321 E Commercial Blvd
q Fort Lauderdale FI 33334
ES-0033839 954-938-1881 Est.1966
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
E3
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DUCT HANGER SUPPORT -DETAIL
NTS
HANGERS
RODS OR
STRAPS
�iAND
HANGERS STRAP
3/8" BOLT
HANGERS RODS
BAND OF SAME SIZE
AS HANGER STRAP
ROUND FLEX DUCT HANGING DETAIL
NTS
ATTACH TO TOP CORD
OF JOIST WITH 5/16 NUTS,
BOLT, FENDER WASHERS
MAX. SPAN 48"
1 1 /4" STRAP 48"O.<'C� I �1
FLEXIBLE DUCT
(9p
INSULATED SOLID METAL STRAP
WITH 6" SOLID METAL SADDLE
TYP
MECHANICAL PLAN
114"=11-011
H-.V.A.C. NOTES
A/C EQUIPMENT: REPLACE EXISTING 4 TON UNIT WITH NEW
SEE AC SCHEDULE BELOW
DUCTWORK: RIGID FOILFACED 1.5" R=6.0 SUPPORT
48" O.C. ALL TURNS AND TRANSITIONS
PRESSURE TAPE AND MASTIC SEAL ALL SEAMS
AND JOINTS. DUCTS TO HAVE TURNING VANES.
FLEX UL CLASS ONE AIR DUCT R=6
SUPPORT 48"O.C.. SPIN IN COLLARS
WITH M.V.D. TIE WRAP INNER LINER AND
PRESSURE TAPE AND MASTIC SEAL OUTER
LINER WITHOUT COMPRESSING INSULATION
EXHAUST: GALVANIZED SNAP LOCK (22 GAUGE MIN.) SUPPORT
48" O.C. AND AT ALL TURNS. NO SUPPORT
OR WEIGHT TO LAY ON EXHAUST FAN HOUSING
INSULATION R=6
DIFFUSERS: REUSE EXISTING NEW MATCH BUIDING STANDARD
RETURNS: REUSE EXISTING NEW MATCH BUILDING STANDARD
EXHAUST FAN: EXISTING
THERMOSTAT: REUSE EXISTING
DUCT HANGING DETAIL
NTS
NOTE:
HANG DUCTS ACCORDING
TO SMACNA STANDARDS
TYPICAL HAN
STRAP & SADDLE
DUCT HANGING
DETAIL
TYPICAL Z-BAR
& WIRE DUCT
HANGING DETAIL
H . V. A. C. LEGEND
EXISTING (RIGID DUCT)
j EXISTING (RIGID DUCT REMOVED) -----
NEW (RIGID DUCT)
EXISTING FLEX
EXISTING FLEX TO BE REMOVED
NEW FLEX TO MATCH EXISTING
WITH SPIN IN COLLARS/M.V.D.
NEW OR RELOCATED DIFFUSER
EXISTING DIFFUSER
NEW OR RELOCATED RETURN AIR GRILLE
K
EXISTING RETURN AIR GRILLE L y
DIFFUSER TO BE RELOCATED/REMOVED
RETURN TO BE REMOVED/RELOCATED
NEW OR RELOCATED EXHAUST FAN
NEW OR RELOCATED EXHAUST GRILLE
LINEAR DIFFUSER (EXISTING) c q c
:AL CHANNEL LINEAR DIFFUSER (NEW)
RAP DUCT
HANGING DETAIL
SPIN IN COLLAR W/M.V.D. -4
SMOKE DETECTOR SD
THERMOSTAT TO
FRESH AIR PER FMC 2020 TABLE 403.3 TEST SWITCH
SPACE/TYPE/NAME AREA(FT2) NO PEOPLE CFM/PERSON CFM/FT2 CFM REQUIRED CFM PROVIDED REMOTE THERMOSTAT
.�_� I _ �
RETAIL #1 1160 17 .� FIRE DAMPER
.12 266 266
7.5 0
TOTAL 266 266 RETURN AIR GRILLE R.A.G.
U_ ,.......__ ........_. ._... _ .._.__.__.._._............. ........_. .........� ._._W ..._� _ _....._ .......... .....-_,. _._ _._....
AC SCHEDULE - CARRIER
RTU-1 4 TON - FRONT
50FC-AO5, 208-3-60, TC 48.4, SC 34.3 @ 1600CFM
COMPR 13.7, LRA 83
COND FN FLA 1.5, 1/4 HP, EVAP FN FLA 6.1, BHP 1.1
HEAT 6.1KW, MCA 31, MOCP 35, SEER 14
EXHAUST FAN
EF
LINEAR DIFFUSER
LD
EXHAUST GRILLE (EG)
TRANSFER GRILLE
SIDE WALL DIFFUSER
REMOVE
REM
RELOCATE
REL
RAFD (EXIST.)
RAFD (NEW)
�--�
FIRE DAMPER (NEW)
FIRE DAMPER (EXIST)
EXISTING
(E)
NEW
(N)
COLD WATER RETURN
—cwrt—CNR--CWt--
COLD WATER SUPPLY
—cws—CNN—Cos —
0O2 SENSOR -SUBMIT SHOP DWGS ---®
PROVIDE SENSOR & CONTROLLER
MOTORIZED DAMPER
iv f11
NOTE: SOME ITEMS MAY NOT BE
USED IN THE DRAWING
DRAWING NOTES
1Q REMOVE RETURN/DIFFUSER & ASSOCIATED DUCTING
AS REQUIRED
Q RELOCATE RETURN/DIFFUSER
Q EXISTING (3) 14"0 RETURN DUCTS TO UNIT RETURN
PLENUM
RELOCATE 24X48 RAG LINE UP TO GRID
® NEW 4 TON REPLACING EXISTING 4 TON
LOUCKS,',
ENGINEERING c
mep consulting engineers
E. PILHUJ P.E. FL REG 49832
t G. INGA ALVAREZ P.E. FL REG 74056
°l�` of z `� Blvd
Fort Lauderdale FI133334
EB-00 a3639 954-938-1881 Est. 1966
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Contract
Permit
Bid
Date
3/10121
Scale
AS NOTED
Drawn
HT
Jab
2021-23
Sheet
M1
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114" =1'-0"
INSTA-HOT CHRONOMITE,
4600 WATTS. EXTERNAL
'ERATURE SELECTION FOR
E CONTROL, 98% ENERGY
)MPACT SIZE, MEETS ADA
REQUIREMENTS.
CONNECT TO EXISTING
DOWNSTRAM OF BATHROOM
GROUP
ft,,
'
®i, -
I � ka0
SANITARY RISER
NTS
4
4 >,
�y
PROVIDE NEW INSTA-HOT CHRONOMITE,
E-46S/208V, 4600 WATTS. EXTERNAL
DIGITAL TEMPERATURE SELECTION FOR
TEMPERATURE CONTROL, 98% ENERGY
EFFICIENT, COMPACT SIZE, MEETS ADA
REQUIREMENTS.
�o
a�
WATER RISER
NTS
®a
1l4" = 1'-011
CONDENSATE PIPING TO BE COPPER AND INSULATED,
- INSULATE HOT WATER PIPING AND HOT WATER RETURN
PIPING AS INDICATED IN PLUMBING SPECIFICATIONS ON
SHEET P2.
- PROVIDE TEMPERATURE LIMITING DEVICES AT ALL HAND
SINKS AND LAVATORIES. SEE SHEET P2 FOR
SPECIFICATION.
- ALL EQUIPMENT CONNECTED FOR CONSUMPTION
(INCLUDING BUT NOT LIMITED TO BEVERAGE DISPENSERS,
COFFEE MACHINES AND NONCARBONATED BEVERAGE
DISPENSERS, STERILIZATION, DISTILLATION,' PROCESSING,
COOLING, OR STORAGE OF ICE OR FOODS TO HAVE
BACKFLOW PREVENTER CONFORMING TO ASSE 1022.
- ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE
604.4.
- WATER SYSTEM TO COMPLY WITH THE MINIMUM CRITERIA
OF FPC 604.3 AND APPENDIX E FOR THE WATER
CAPACITY AT ALL FIXTURES.
- CONTRACTOR TO VERIFY VOLTAGE OF ALL EQUIPMENT
PRIOR TO ORDERING.
- COORDINATE WITH MECHANICAL DRAWINGS AND
CONTRACTOR FOR THE LOCATION OF THE ASSOCIATED
EQUIPMENT.
COORDINATE WITH ELECTRICAL DRAWINGS AND
CONTRACTOR FOR THE LOCATION OF THE ASSOCIATED
EQUIPMENT.
- WHERE APPLICABLE, CONTRACTOR TO VERIFY EXISTING
PLUMBING EQUIPMENT, FIXTURES, AND PIPING TO REMAIN
ARE IN GOOD WORKING CONDITION AND CLEAN
THOROUGHLY.
CONTRACTOR TO VERIFY IN FIELD THE EXACT LOCATION
AND SIZE OF EXISTING PIPING BEFORE BEGINNING WORK.
NOTIFY ARCHITECT/ENGINEER BEFORE PLACING BID IF
THERE ARE ANY ISSUES/DISCREPANCIES,
KEYED NC)TES.
0 EXISTING PLUMBING FIXTURE TO BE REMOVED AND
REPLACED. RECONNECT NEW 1-1/4" SANITARY AND
1 /2"CW TO EXISTING. ADJUST EXISTING WATER AND
SANITARY FOR NEW LOCATION OF REPLACED FIXTURES.
VIF.
EXISTING PLUMBING FIXTURE TO BE REMOVED AND
REPLACED. RECONNECT NEW 3" SANITARY AND 1/2"
WATER TO EXISTING. ADJUST EXISTING WATER AND
SANITARY FOR NEW LOCATION OF REPLACED
FIXTURES. VIF.
STUB UP 3" SANITARY FOR FUTURE.
® CONNECT TO EXISTING. VERIFY EXACT LOACTION IN
FIELD
LINE
LEGEND
. • — • — • —
COLD WATER
—
HOT WATER 1107
— —
HOT WATER 1407
----
HOT WATER RECIRC
- - - - - - -
NONPOTABLE WATER
-- - — - — - —
FILTERED WATER
-
BEER/SODA LINES
WASTE
-- - -- - - - --
EXISTING WASTE
— G
GREASY WASTE
— -- G — — G —
EXISTING GREASY WASTE
-- -- - - - - - --
VENT
-
GAS
- - — - -
RAIN WATER LEADER
— -- — — —
CONDENSATE
DEMO
— - — - — - —
COMPRESSED AIR (CA)
--- - -
STEAM (ST)
— -- — — —
VACUUM (V)
— - - - — - - - —
CARBON DIOXIDE (CO2)
NOTE:
NOT ALL LINES ON THIS LIST ARE USED ON
THIS PLAN.
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
AFG
ABOVE FINISHED GRADE
AHU
AIR HANDLING UNIT
BFF
BELOW FINISHED FLOOR
BFG
BELOW FINISHED GRADE
BS
BELOW SLAB
BTU
BRITISH THERMAL UNIT
CD
CONDENSATE
CO
CLEAN OUT
CW
COLD WATER
D
DEMO
E
EXISTING
ETWH
ELECTRIC TANKLESS WATER HEATER
EWH
ELECTRIC WATER HEATER
FU
FIXTURE UNITS
FCO
FLUSH CLEAN OUT
FD
FLOOR DRAIN
FFD
FUNNEL FLOOR DRAIN
FS
FLOOR SINK
FW
FILTERED WATER
G
GAS
GTWH
GAS TANKLESS WATER HEATER
GWH
GAS WATER HEATER
GW
GREASY WASTE
HD
HUB DRAIN
HB
HOSE BIB
HW
HOT WATER
HWR
HOT WATER RECIRC (RETURN)
IM
ICE MACHINE
IDW
INDIRECT WASTE
MBTU
THOUSAND BRITISH THERMAL UNIT
N
NEW
N/A
NOT APPLICABLE
ORWL.
OVERFLOW RAIN WATER LEADER
ORD
OVERFLOW ROOF DRAIN
PE
POLYETHYLENE PLASTIC PIPE
PR
PRESSURE/MP REGULATOR
R
RELOCATE/RELOCATED
RV
RELIEF VENT
RD
ROOF DRAIN
RH
ROOF HYDRANT
RTU
ROOF TOP UNIT
RW
RAIN WATER/STORM
RWL
RAIN WATER LEADER
S
SANITARY
SCH 40
SCHEDULE 40 METALLIC PIPE
SOV
SHUT-OFF VALVE
TMV
THERMOSTATIC MIXING VALVE
TP
TRAP PRIMER
TWH
TANKLESS WATER HEATER
VTR
VENT THRU ROOF
VIF
VERIFY IN FIELD
WB
WALL BOX
WCO
WALL CLEAN OUT
WH
WALL HYDRANT
NOTE:
NOT ALL
ABBREVIATIONS ON THIS LIST ARE
USED ON
THIS PLAN.
FPC TABLE 704.1
SLOPE OF HORIZONTAL DRAINAGE PIPE
SIZE (INCHES)
MINIMUM SLOPE (INCH PER FOOT)
2-1/2" OR LESS
1/4
3 TO 6" �
1 /8
8 OR LAI3'GER
1 /16
FPC, 704.1: HORIZONTAL DRAINAGE PIPING SHALL BE
INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES. THE
MINIMUM 'SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL
BE IN ACCORDANCE WITH TABLE 704.1.
REVIEWEDR
CODE COMPLIANCE
BOCC
LOUCKS I
N
ENGINEERINGC
mep consulting engineers
E. PILHUJ P.E. FL REG 49832
`Q G. INOA ALVAREZ P.E. FL REG 74056
321 E Commercial Blvd
zVrf Fort Lauderdale FI 33334
EB-0033839 954-938-1881 Est.1966
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REVISIONS
DATE
Contract
Permit
Bid
Date 3/10/21
Scale AS NOTED
Drawn HT
Job 2021-23
Sheet
P1
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PLUMBING SPECIFICATIONS
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL
LOCAL CODES AND ORDINANCE. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS,
AND OF AMERICAN MANUFACTURE. ALL REQUIREMENTS AND MATERIALS
SHALL BE AS PROVIDED FOR ORIGINAL BUILDING AND AS INDICATED IN THESE
DRAWINGS AND SPECIFICATIONS.
2a. IN COMBUSTIBLE LOCATIONS AND ASSEMBLIES, SANITARY, WASTE, VENT, AND
STORM PIPING SHALL BE CENTRIFUGAL CAST IRON BELL AND SPIGOT BELOW GRADE
AND NO -HUB SYSTEM WITH STAINLESS STEEL COUPLINGS ABOVE GRADE EXCEPT
VENTS ABOVE GRADE MAY BE SCHEDULE 40 GALVANIZED IRON.
2b, IN NON-COMBUSTIBLE LOCATIONS AND ASSEMBLIES, SANITARY, WASTE, VENT,
AND STORM PIPING MAY BE AS SPECIFIED IN 20 OR MAY BE DWV PVC.
3a, IN COMBUSTIBLE LOCATIONS AND ASSEMBLIES, CONDENSATE DRAINS ABOVE GROUND
SHALL BE INSULATED COPPER TYPE "M".
3b. IN NON-COMBUSTIBLE LOCATIONS AND ASSEMBLIES, CONDENSATE DRAINS MAY BE
AS SPECIFIED IN 3a OR MAY BE DWV PVC.
3c. CONDENSATE DRAINS BELOW GROUND SHALL BE DWV PVC.
4a: POTABLE WATER PIPING BELOW GROUND SHALL BE TYPE "K" SOFT TEMPER TUBING
WITH WROUGHT COPPER FITTINGS AND SOLDER -FREE JOINTS.
4b. POTABLE HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD
TEMPER COPPER TUBING WITH WROUGHT COPPER FITTINGS. WELDED, BRAZED, OR
SOLDERED JOINTS WILL BE ACCEPTED.
4c. ALL POTABLE WATER PIPING BELOW ANY FLOOR ON GRADE OR FILL OR FLOOR BELOW
GRADE OR FILL SHALL BE SLEEVED AND SHALL BE PROTECTED IN ACCORDANCE
FPC 305.
5, PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING,
INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION.
6. THE CONTRACTOR SHALL CONNECT TO ALL EQUIPMENT FURNISHED BY THE OWNER.
7, EACH NEW FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY
STOP OR SHUT-OFF VALVE AS APPLICABLE.
8. WATER HAMMER ARRESTORS SHALL BE PROVIDE AND INSTALLED INSTALLED AS PER
PDI-WH 201 & FPC 604.9.
9. PROVIDE DIELECTRIC FITTINGS IN ALL PIPING SYSTEMS WHERE CONNECTING
DISSIMILAR MATERIALS AND PROTECT AGAINST CONTACT OF DISSIMILAR
THROUGHOUT THE INSTALLATION,
10. INSULATE ALL HOT WATER, CONDENSATE DRAINS, AND WATER COOLER WASTES PROVIDED.
11. INSULATE HOT WATER PIPING WITH ARMAFLEX INSULATION SIZED PER TABLE BELOW.
MINIMUM PIPE INSULATION THICKNESS (inches
TEMP RANGE ° F
PIPE TUBE OR SIZE inches
< 1.5
> 1.5
141 - 200
1.5
2
105 - 140
1
1,5
12, INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAINS IN
PLENUM AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX
PAINT ALL AS PER THE MANUFACTURER'S INSTRUCTIONS.
13. ALL HOSE BIBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH
VACUUM BREAKERS AND SHALL BE SEPARATELY VALVED.
14, ALL WATER, SOIL, WASTE, VENT, AND STORM PIPING PROVIDED SHALL BE TESTED PER
FPC 312 TESTS AND INSPECTIONS.
15. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS
FOR ALL EQUIPMENT AND CASEWORK AND CASEWORK DIMENSIONED ROUGH -IN LAYOUT
PRIOR TO PROCEEDING WITH ANY WORK,
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE, CASEWORK, AND EQUIPMENT
ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATION.
17, SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT TO ARCHITECT FOR
APPROVAL PRIOR TO PURCHASE.
18. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS
ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND
ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY, IT IS THE
INTENT OF THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A
COMPLETE AND OPERATING INSTALLATION INCLUDING ALL OBVIOUSLY NECESSARY
ITEMS EVEN THOUGH ITEMS ARE NOT INCLUDED ON THE DRAWINGS OR IN THE
SPECIFICATIONS.
19. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND COMPLETELY
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS BEFORE PROCEEDING WITH
THE WORK.
20. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL
TRADES.
21, VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION.
22. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS
CONTRACTOR, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS.
ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT
TO LANDLORD AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF
MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING.
23. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND
OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL WORK AND
EQUIPMENT FROM DAMAGE INCLUDING EXISTING.
24. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES
WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL
APPLICABLE CODES AND STANDARDS.
25. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS.
26. CONTRACTOR SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND
REQUIRED FOR ALL SYSTEMS PROVIDED.
27. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND
TAXES REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS
AND SPECIFIED HEREIN.
28. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK
AND THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT,
29. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM
DEFECTS FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE.
30. CONTRACTOR TO KEEP ACCURATE AS -GUILTS AND SHALL SUBMIT THREE (3) COPIES TO
ARCHITECT/ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION.
31, CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IMMEDIATELY UPON ANY DISCREPANCIES,
IF FOUND.
32. ALL EQUIPMENT CONNECTED FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER.
33. ALL EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED AS PER FBC ACCESSIBILTY 606.5.
34, ALL VALVES SHALL BE IDENTIFIED AS PER FPC 606.4.
35. ALL PIPING TO BE IDENTIFIED AS PER FPC 606.7 & 608.8,
36. ALL INDIRECT WASTE PIPING TO BE TRAPPED AS PER FPC 802.2.
37. ALL MATERIALS LOCATED IN A PLENUM MUST BE PLENUM RATED.
38. ALL MATERIALS LOCATED IN A FIRE RATED ASSEMBLY SHALL BE NON-COMBUSTIBLE.
39. ALL MATERIALS PENETRATING A FIRE RATED ASSEMBLY SHALL BE FIRE STOPPED.
40. USE OF CORRUGATED STAINLESS STEEL TUBING (CSST) WILL NOT BE ACCEPTED.
41. ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4.
HANGER ROD SCHEDULE
PIPE SIZE
ROD SIZE
PIPE SIZE
ROD SIZE
UP TO 2"
3/8" DIA.
4" THRU 6"
5/8" DIA.
2 1/2" TO 3"
1 /2"
6" TH
BENT STRAP 1 1/2 "
3/16" OVER VERT.
LESS OF ANGLES -
BOTTOM CHORDS
OF STEEL JOIST -
HANGER ROD
SUPPORT NUT
HEAVY DUTY CLEVIS
HANGER
PIPE
41
i
HEAVY DUTY CONCRETE
STEEL INSERT WITH
ELONGATED STRAP
RU 12"
7/8"
DIA.
INSERT NUT 1 UHANGER ROD
CONCRETE INSERT
WELDS WEB MEMBERS ONE ANGLE ON EACH _ CONCRETE JOIST
HANGER NUT SIDE OF WEB MEMBERS : SEE PROJECT
REST ON TOP OF PLANS
BOTTOM CHORDS STEEL
JOISTS BETWEEN PANEL •' ! •!
POINTS. SIZE FOR LOAD
STEEL JOIST
CLEVIS HANGER
SINGLE HORIZONTAL RUNS
NO VAPOR BARRIER INSULATION
HANGER ROD
�- LOCKING NUT
�� SUPPORT NUT
f- HEAVY DUTY CLEVIS
HANGER
VAPOR BARRIER
INSULATION
16 GAUGE ZINC COATED
SHEET STEEL SADDLE AT
LEAST 8" LONG
CLEVIS HANGER
SINGLE HORIZONTAL RUNS
WITH VAPOR BARRIER INSULATION
PIPE. SUP PIL OIRT DIARTAIL
SCALE: NTS
PLUMBING JL 1XTU'1Rx]Ee SCHEDULE
CONTRACTOR TO VERIFY VOLTAGE OF ALL EQUIPMENT PRIOR TO ORDERING.
VERIFY SELECTIONS WITH OWNER/ARCHITECT PRIOR TO ORDERING.
TEMPERATURE LIMITING DEVICES:
A. PROVIDE THERMOSTATIC MIXING VALVE (TMV) AT ALL HAND SINKS AND LAVATORIES,
WATTS THERMOSTATIC MIXING VALVE (TMV) LFMMV-M1 OR EQUAL LEAD-FREE BODY,
INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING
FEATURE. ASSE 1017, ASSE 1069, ASSE 1070, IAPMO CUPC, AND NSF61-G LISTED. FOR
RESIDENTIAL AND COMMERCIAL USE.
THE LFMMVMI THERMOSTATIC MIXING VALVES MAINTAIN AND LIMIT MIXED HOT WATER TO
A DESIRED, SELECTABLE TEMPERATURE. THE LFMMVMI VALVES CAN BE SET TO ANY
TEMPERATURE BETWEEN SOT AND 120T WITH FLOW RATES AS LOW AS 0.5 GPM AND AS
HIGH AS 12 GPM. THIS MIXING VALVE SERIES IS LISTED UNDER ASSE 1017 FOR VALVES
USED IN HOT WATER SOURCE APPLICATIONS, ASSE 1069 FOR SINGLE -PIPE, TEMPERED
WATER APPLICATIONS AND ASSE 1070 FOR VALVES USED IN INDIVIDUAL OR MULTIPLE
FIXTURE APPLICATIONS AND ALSO LISTED IAPMO CUPC, THE LFMMVMI'S FEATURE LEAD
FREE* CONSTRUCTION TO COMPLY WITH LEAD FREE* INSTALLATION REQUIREMENTS.
THE LFMMVMI USES A DOUBLE THROTTLING DESIGN TO CONTROL BOTH THE HOT AND
COLD WATER SUPPLY TO THE MIXED OUTLET, THE SUPERIOR FLOW CHARACTERISTICS OF
THIS VALVE PROVIDE ACCURATE TEMPERATURE CONTROL (t3'F) WITH LOW PRESSURE
DROP ACROSS THE RATED FLOW RANGE. AS AN ADDED FEATURE, THE LFMMVMI SERIES
INCORPORATES INTEGRAL INLET FILTER WASHERS AND CHECK VALVES IN BOTH THE HOT
AND COLD WATER INLETS TO PROTECT AGAINST CROSS FLOW.
LAVATORIES:
A. HANDICAP LAVATORY (HCLAV): AMERICAN STANDARD LUCERNE 0356.421, 20',xl8
VITREOUS CHINA, FRONT OVERFLOW, CONCEALED ARMS, MOEN M-BITION 8439FO5L
SINGLE HANDLE FAUCET 0.5 GPM, INTEGRATED ABOVE -DECK MIXING VALVE. MCGUIRE
B8872 BRASS P-TRAP, 152N STRAINER WITH TAILPIECE, AND 2165CC SUPPLIES AND
STOPS. HANDYSHIELD SAFETY COVERS ON ALL EXPOSED DRAINS AND SUPPLIES. WATTS
WCA-411-US CARRIER WITH CONCEALED ARMS.
WATER CLOSETS:
A, HANDICAP WATER CLOSET (HCWC): AMERICAN STANDARD CADET FLOWISE RIGHT HEIGHT
2467,100, 1.1 GPF, VITREOUS CHINA, 12" ROUGH, ELONGATED BOWL, PRESSURE ASSISTED
SIPHON JET ACTION, 16 1/2" RIM HEIGHT, EVERCLEAN SURFACE, 5901.100 OPEN FRONT
SEAT NO COVER, STAINLESS STEEL CHECK HINGE, WHITE. OPTIONAL: 5901.110 WITH
EVERCLEAN SURFACE.
WATER COOLERS:
A. HANDICAP WATER COOLER - HI/LO (HI/LO DF): ELKAY LZSTLG8 WALL HUNG, ELECTRIC
WATER COOLER, 1PH/115V/36OW, 8GPH OF 50dF WATER AT 9OdF AMBIENT, ADA
COMPLIANT, FRONT AND SIDE EASY TOUCH CONTROLS, LEAD FREE.
•s
`HEAVY DUTY CONC.
JOIST CLAMP
HANGER ROD
CONCRETE JOIST
STRUCTURAL STEEL
BEAM (SEE PROJECT
PLANS FOR
SIZE)
HEAVY DUTY
BEAM CLAMP
EYE SOCKET
HANGER ROD
STEEL BEAM
IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE
CLEANOUT WITH COUNTERSUNK HEAD
FINISH GRADE PROVIDE POURED CONC. MINIMUM 1"
BLOCK WHEN C.O. IS NOT
IN SIDEWALK OR SLAB
rio°
oo
12"x12x8" °•tu ai7f•yoL�il'fyo.oii/if•Os.o oi iot J•o.ot.�•tV•J•o.ot.•tl•J•io.ot.o
t POURED CONC.
-
BLOCK WHEN SAME SIZE AS
CLEANOUT IS SEWER - MAX.
NOT IN COMBINATION ' Y' & SIZE 4"
PAVED AREA 1/8" BEND
EXTERIOR
ELEVATION
WALL- TYPE
INTERIOR
ELEVATION
IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE
CLEANOUT WITH COUNTERSUNK HEAD
PROVIDE VALVE BOX.
WITH COVER LABELED
C.O. INPACED PACED AREA
io°7�•iooY•tio°i�• °t'•i't'�°t
b•:�veK �oK• • �t i•�•i•�
STAINLESS STEEL COVER 61
SCREWED TO THREADED
C.O. PLUG -SAME SIZE AS
FACE OF WALL COMBINATION "Y" & SEWER -MAX,
SIZE 4"
1 /8" BEND
TYPICAL CLEANOUTS DETAIL
SCALE: NTS
DETAILS &NOTES
NTS
C.O. IN
PAVED AREA
LOUCKSIN
ENGINEERING c
emep consulting engineers
E. PILHUJ P.E. FL REG 49832
4711 G. ENALVAREZ P.E. FL REG 74056
I Q: 321 E Commercial Blvd
Fort Lauderdale FI 33334
2-6KI29
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Contract
Pemlit
Bid
Date
3/10/21
Scale
AS NOTED
Drawn
HT
Job
2021-23
Sheet
P2