HomeMy WebLinkAbout38965 CR 54Notes and Specifications
Building Erection Notes
1) The general contractor and/a erector is responsible to sofay and properly
erect the meld building system in conformance with these drasings. OSHA
roqubomente and metal building system In canfomnornce with these drartnga.
OSHA mWimmente and either NON or CSA SIG standards pertaining to proper
arsctlar. This Includes. but I. net lured to, the correct ues of terrpoary
guys and bracing whom needed for squaring, plumbing and securing the
structural and secondary framing. Soocedory wag (mrinqq momben (girt■ or
bar )dab) ore not dedgmed to function are o ■ark platform or prorM.
solely W-off attachment In otcondoms with OSHA
ngWrsmsult.
Secondary roof fron " members (Pudlne a bar jdete) are not dsigned
Is prw,ids *$fay Us -all attachment in accordance with OSHA requirements.
2) A325 & A499 Bait tighlarinq requirements.
It to the respandWlly of tfre erector to soup proper boll Ughtne*$ In
occerdonce mih appeeabp regulations. S- the ncsrI of
$frudurol Jdnb Udna 0.725 or M90 Bette for moa Information.
The fallowing criteria may be used to determine the bait Ityrinas
(La. 'song -tight' or 'idly-prelemlon.d"), unless regdrad otherwise by
local jurisdiction a centroct requirements:
A All A490 bolts aho9 be 'fu9y-gebndoned'.
O As A32D but In pdmay mooing (dgld from*$ and bMdrnq)
may be 'snug -light; except ps fallow n
n ALT2s bd1e�
o BuldIng supports a crone system with a capacity greater
than s tons.
b) Building supports machln4ry that creates vibration, impact
or strolls-meaois on the connections. The Engineer-d-
Record for (he project should be wnsulted to evaluate
for this canditim
a) The project site is located in a high ee:emfo area. For
IOC -based codas. 'High 5e1arnic Arco Is defined as
'Setendc Design Category' of 'D', 'V. or 'F'. See the
'Buil6ng tadi saloon of this page far the darned
sdardc design category far this praisct.
d) Any exmeetlorn dalgnolod in theme drawings as 'A325-SC'.
'91IP-CdOaal (SC)' cancan— must be from or palm, ail,
or otter moledab that reduce friction at contact eurfacoe.
Goh,an$ed or HOW rusted ourfam oar occeptebte.
C) In Canada, of A325 and A490 bats shall be 'fully pre-tenelonod'. except for
secondary m= g1As, upardnq froming, ote,) and flange braces.
O) Secondary membere purrna garb. opening rrombg, ola.) and Range broc,
cerrlec9ans may drays be 'smog-Ught', unless Indicated othomfme in these
drarirgs.
3) The metal bulding supplier shdi be notified prbr to any field mod(norUans.
Modifications shall be atpmd by the metal bulding supp9m before work is
endertaken.
4) Common AbbraMotlom:
a TP LINO - Typical Unless Noted Othrawiaa q IM -Simian
Ill SLV - Snort Leg Vertical q NIC - Not In Contract
e LLV - Long Leg Vertical h SL - Steel Um
d NS & FS - Near Side and Far Side i N/A - Not Apprcdda
o DAL. - Onral Length I NIBS - Meld BuldMg Supplier
5) Construction loads shot not be placed an my structural stool framework unless
much frmnaeark is sorely bated, welded, or otherwiso adequately secumd.
6) Purim and from she$ not be used - an anchooge point for a fall greet sydenn
unless written appmal is obtained from the metal building supplier.
7) Purlm may only be used m a along/wadding surface when Installing o&cty
gdeme, a b after all permanent bridging has Installed and fall protection
provided.
0) C-.b..U- leads may be placed any rsNn a zee that is dUdn a fed of the
I.
ar line U the primary support memb. CFR bundles should be placed directly
ovar the dgld fremes.
9) NI lifting devim must meet OSHA or MSiA standard. and In no case is R
acceptable to use structural members supplied by the MBS as a spreader bar
a lit" da,Rce_
PROJECT NUMBER: S 18JO839A
PROJECT NAME: DG—E-9100 Zeph r�r hills, FL
PROJECT LOCATION: Zephyrhills, FL 33542
CUSTOMER: Dollar General
PRIMARY AND SECONDARY STEEL PRIMER COLOR: RED
ROOF SHEETING, TYPE, SS 24 GAGE, FINISH: GoNalume
ROOF PANEL CUP TYPE: Tall Floating
THERMAL BLOCKS: Yes EPS FOAM SPACER: No
SEAMING METHOD FOR CFR ONLY): 0-ROLL LOCK-'
REFETR Tar HE
OEfAA PAGES
ranSE LOCK"TM
OPAGES OR
1AMOMOTO HE OUMLMASE LOCK 360'Tm
COMPOSITE CFR DECK, TYPE N/A —GAGE FINISH:
ROOF LINE TRIM, PAINTED: Lightstone SP
EXTERIOR WALL SHEETING. TYPE: RC 26 GAGE, FINISH: GaN01Ume
EXTERIOR WALL CORNER TRIM FINISH: Gallolume
EXTERIOR BASE TRIM, PAINTED: Lightstone SP
FRAMED OPENING TRIM, PAINTED: Lightstone SP
WALL FRAMED OPENING, SIZES: FSW (1) 6.3333 W x 7.1667 H
SSW (1) 3.3333 W x 7.1667 H (1) 13.125 W x 10 H
LEW (1) 13.125 W x 10 H
REW none
INTERIOR WALL SHEETING, TYPE: CL 28 GAGE. FINISH: Polar White SP
INTERIOR CEILING LINER, TYPE _GAGE, FINISH:
INTERIOR WALL TRIM, PAINTED: Polar White SP
YES 1 NO
❑
General Des; n Note
i NI structural Bled aectiow and weldd plots members are designed in
❑
accordance with ARSI/MSC 300 'Spoorkatkns for Structural Stool BoTdfnge'
the CAN/CSA SIG 'UImR ; a.States Design of Steel Structures rpdrd by
El
the specfled building coda.
2) NI weldaq of structural steel is based an either AWS DIA "Structural Welding
Code - Steel' or CAN/(SA W59 9Vddd Sod Conetruclim (Metal Are
Welding)', or regrind by the gledfld building coda.
3) All add forma membme ore dwignd In accordance .lace ANSI/NS SII or
CAN/CrJ4 S136 "r=McaUerw for the Design of Cold Formed Seel Structural
Wmberr; m regdrsd by the specified building code.
4) NI welding of cold formed steel is based an AWS 01.3 structural Welding
Code - Short St-r or CAN/CSA W59 welded Steal Construction (Metal Arc
WaWtnq)', as required by the apedfld buli9ng coda.
5) This Meld Boll's Supyfor faanity 1. IAS AC-472 Accredited and
CAN/CSA A A. ond W47.1 Certified IN applicable) far On design and
manufacturing of Metal Building Syatems.
9) 9 jaists ore hkMdd with this project, they ore supped of a part of the
systems engim - - meld bulling and ore fobdwtad In accordance with
the requiromento of Section 1926.75E of tiro OSHA *$fay standards far
steel sncUm. dated January Ia. 2D01.
Material Specifications
Plot. and Fbngo kctdab
s" - 12. WTde, to 1 1 /4' Th. — A529 Code 55
Others A372 Code 50
Built -Up Structural Web Atoll SS (a HSLAS Came 1) Grad. 55
Hot -Ruled Structural A36 or A572 Grade 50 or A992 Code 50
Struduml Tube A500 Grodo B (46 09
Structural Rpe A500 Grade B 42 Ira)
Cad -Farmed Structural Af011 or A1039 SS ( HSAS Cl-a 1) - ASS3 Grad. 55
ihm-Fastened Hoof Pond A792 Grade 50
Standing Sam Roof Pond A792 Cade 50, Coa t
All Wail PgrnI Profiles AM Grads GO, a.. 1 or A792 Grad. 00, Close 1
Rod Bracing A529 Grade 50
Wells AWS 01.1/01.3 or CSA Wye par Building Cod.
High-S1rengVn Baits A325 Type 1 OrA490 type I Havy Ha
Machine Baia A307 Grade A Hex
TPADEMW 19M NUCOR 91RIOM SYSTEMS
❑ DOWNSPOUTS PAINTED. Lightstone SP GUTTERS PAINTED: Ughtetone SP
❑ WALJ(DOORS. QUANTITY: 1/1 PAINTED: 3070PABR/6070PABR
X WINDOWS: PAINTED:
❑ INSULATION (NOT BY MSS), ROOF: 6 INCH WALLS: INCH
J$J CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION)
MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO)
® WALL TRANSLUCENT PANELS:
ROOF TRANSLUCENT PANELS:
INSULATED PANELS YES ❑ NO ❑
j$J PIPE JACKS. SIZE: QUANTITY.
Jg[ ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES
JgJ RIDGE VENTS. 10'-0" LONG X 9" THROAT. QUANTITY:
NJ
All
NO
FASCIA, PROJECTION: TOP OF FASCIA HEIGHT,
FACE PANEL, TYPE: _GAGE, FINISH:
BACK PANEL, TYPE: _GAGE, FINISH:
CAP TRIM PAINTED: BASE TRIM PAINTED:
❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM:
SOFFIT PANEL, TYPE: —CAGE. FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED)
CLEAR UNDER FASCIA
JK PARAPET SYSTEM
❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET
TOP OF PARAPET HEIGHT:
BACKER PANEL, TYPE —GAGE, FINISH:
® CANOPY, PROJECTION•
AT EAVE LINE ❑ BELOW EAVE ❑
ROOF PANEL. TYPE _ GAGE. FINISH:
SOFFIT PANEL. TYPE: _ CAGE. FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
Kx
IN
CLEAR UNDER CANOPY BEAM*
EAVE EXTENSION, PROJECTION:
SOFFIT PANEL, TYPE _ GAGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
RAKE EXTENSION, PROJECTION:
SOFFIT PANEL. TYPE: _ GAGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
J8J PARTITION WALL SHEETING
PANEL TYPE:
PARTITION WALL TRIM COLOR:
J$j WAINSCOT
WALL PANEL, TYPE:
BASE TRIM PAINTED: —
TRANSITION TRIM PAINTED:
1
�n t' ww
trk�. it's:'
CITY ()
ZyUE� DIN; OFFICIAL _fit
_ GAGE, FINISH:
GAGE, FINISH:
JAMB TRIM PAINTED.
M E M B E R
0
A00 09W
V:m
BUILDING LOADS
DESIGN CODE: FBC ' 17
ROOF LIVE LOAD: 20.GD PSF MBMA OCC. CLASS: II
LIVE LOAD REDUCIBLE Y-es
GROUND SNOW LOAD: .0 PSF SNOW EXP. FACTOR, CIS:1.0000
SNOW IMPORTANCE FACTOR, Is: 1.00
WIND: 137 / 1D6 MPH
(V.10 / (Wood)
C & C PRESSURES (PSF): 37 / -50
EXPOSURE. C
UL 90 NO
Classic Roof -Co int. No.161 : Gawk Roof w/ Translucent Pond -Cool Nc.167
CFR Roof -Copal No.1552 T CFR Roof w/ Translucent Pond-Const. NcMO
Composite CFR Roof-C.onst. No.552A : VRIG li Roaf-Conwt. No.= .
SEISMIC INFORMATION Ss:0.054 S1:0.034
Design Sds/Sdt: 0.09D / 0.054 Site Class: D
Seismic Imp. Factor: 1.00 Seismic Design Category: A
AnncWs Procedure: Equivalent Lateral Force Method
Basic SFRS: Not Gelded for SebrTda
NOTES:
1) COLLATERN. DEAD LOADS, UNLESS OTHERMSE NOTED. ARE ASSUMED TO BE
UNIFORMLY DErRW EO. WHEN SUSPENDED SPRINKLER SYSTEMS. UGNRIC, WAG
EOIAPMENr. CEILINGS, ETC.. ARE SUSPENDED FROM ROOF MEMBERS. CONSIA.T THE M.B.S.
F THESE CONCENTRATED LOADS EXCEED 500 (USING THE WEB MOUNT DETAIL)
OR ZOD POUNDS (USING FLANGE MOUNT ODEOTNI� OR IINDIVIDUAL MEMBERS ARE
LOADED SGNeRCANTLY MORE THAN UTHEAS.
2) ORE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED
BY THE MORE CRITCAL EFFECT OF ROOF UNE LOAD OR ROOF SNOW LOAD, /S
DETERMINED BY THE APPLICABLE CODE.
3) Pm IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR
THE COMRACT SPECIFIED SHOW LOAD, WHICHEVER IS GREATER, THIS VALUE, Pm, IS ONLY
APPLIED N COIBINMTOR WITH THE DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER
LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED 13UIIDING CODE
ERECTION MANUALS REQUIRED
(N MANUALS ARE SHIPPEID WITH THE
BUILDING IN A WAREHOUSE PACKING CRATE)
® CFR ROOF ® H9700 OR O M8260
O SINGLE CURB (149850)
O CLASSIC ROOF O H9420 OR O H8201
10 DOUBLE CURB (H9800)
® WALL SHEETING ® H9430 OR O H8300
10 VR16 R H9925
DRAWING INDEX
COVERSHEET C1. C2
ANCHOR BOLT DRAWINGS Ft. F2
COLLrWN BASE REACTIONS
STRUCTURAL/SHEETING DRAWINGS E1 - E8
DETAILS
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FOR BUILDINGS WITH AN OCCUPANCY I OR II, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR THE SEISMIC STORY DRIFT.
PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED (BY OTHERS) TO ACCOMMODATE
THIS STORY DRIFT.
THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS
"COMPONENTS AND CLADDING" IN ACCORDANCE WITH THE SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE.
THE PRIMARY AND SECONDARY FRAMING MEMBERS HAVE BEEN LOADED FOR 2 ROOF TOP UNITS.
THE ROOF TOP UNIT WEIGHTS ARE 1,800 LBS. SEE ROOF PLAN FOR LOCATIONS.
THE PRIMARY AND SECONDARY FRAMING MEMBERS HAVE BEEN VERTICALLY LOADED FOR SATELLITE SUPPORT WEIGHING 1,000 LBS, BUT THEY
ARE NOT DESIGNED FOR HORIZONTAL NOR MOMENT —INDUCING LOADS. SEE ROOF PLAN FOR LOCATION.
VERTICAL SUPPORT OF THE 1400 LB. DOLLAR GENERAL SIGN TO BE SUPPORTED BY BRICK/MASONRY WALL (NOT BY NUCOR).
12" CHANNELS ARE SUPPLIED TO FIELD —LOCATE ON GIRTS TO PROVIDE HORIZONTAL SUPPORT OF SIGN.
NUCOR MATERIAL DOES NOT PROVIDE VERTICAL SUPPORT FOR MASONRY. NUCOR MATERIAL WILL ONLY PROVIDE HORIZONTAL SUPPORT FOR
MASONRY DUE TO WIND AND SEISMIC FORCES. WEIGHT OF MASONRY ASSUMED TO BE 45 PSF. LINTELS HAVE NOT BEEN PROVIDED BY NUCOR.
THE PROJECT ENGINEER OF RECORD (NOT THE METAL BUILDING SUPPLIER) IS RESPONSIBLE FOR ASSURING THAT WALL COVERING (NOT BY MBS)
ARE DESIGNED TO SAFELY WITHSTAND ALL CODE REQUIRED LOADINGS ASSOCIATED WITH THE GIRT AND PURLIN SPACING PROVIDED.
THE SPANDREL CHANNEL WHICH SUPPORTS THE TOP OF THE MASONRY WALL MUST BE ATTACHED TO THE WALL AT 4'0 O.C. (MAXIMUM). THE
DESIGN OF THIS ATTACHMENT IS BY OTHERS.
THE MASONRY/CONCRETE WALLS (DESIGNED AND FURNISHED BY OTHERS) ATTACHED TO THE SPANDREL BEAMS ARE ASSUMED TO ACT AS SHEAR
WALLS. THE CONNECTIONS (DESIGNED AND FURNISHED BY OTHERS) OF THE SPANDREL BEAMS TO THE MASONRY/CONCRETE WALLS MUST BE
RIGID, AND MUST NOT ALLOW ANY SLIP TO OCCUR.
o Dia= 3/4"
B Dia=1 "
1 -m'—R"nt tT_Tn_m rr na CTCFI
6 High Eave
2
3
4
5
26'-8" 26'-0"
26'-0"
26--0" 26'-0"
13'-1 1 2" 10'-10 1/2"
3'-4' 16'-3"
X-Bracing
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X-Bracing
15'-4" 6'-4" 10
4'-4"
26'-8" 6'-0"
26'-0"
26'-0"
6'-0"
5 6)
ANCHOR BOLT PLAN
NOTE All Base Plates ® 100'-0■ (U.N.)
N
ANCHOR BOLT SUMMARY
ro•
Oty Locate in) Type tin
032 EndwaU yT/4' F1554 3.00
B 16 Frome 1 F1554 3.00
032
Frome 3/4' F1554 3.00
ANCHOR BOLT PLAN
GENERAL NOTES
I. THE SPECIFIED ANCHOR ROD DIAMETER
A ASSUMES F1554 GRADE 36 UNLESS NOTED
OTHERWISE. ANCHQR ROD MATERIAL OF
Ln
m
a.
EQUAL DIAMETER MEETING OR EXCEEDING
THE STRENGTH REQUIREMENTS SET FORTH
ON THESE DRAWINGS MAY BE UTILIZED AT=«
THE DISCRETION OF THE FOUNDATION
Y'1 T s
DESIGN ENGINEER. ANCHOR ROD EMBED-
s 2 d' R
�y MENT LENGTH SHALL BE DETERMINED BY
O
N THE FOUNDATION DESIGN ENGINEER.
_
2. METAL BUILDING MANUFACTURER IS NOT
RESPONSIBLE FOR PROJECT FOUNDATION
®MOB
3
DESIGN. THE FOUNDATION DESIGN IS THE
RESPONSIBILITY OF A REGISTERED
O` E $
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PROFESSIONAL ENGINEER. FAMILIAR WITH
LOCAL SITE CONDITIONS.
O
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3. ALL ANCHOR RODS, FLAT WASHERS FOR
ANCHOR RODS, EXPANSION BOLTS, AS WELL
AS ALL CONCRETE/MASONRY EMBEDMENT
PLATES ARE NOT BY METAL BUILDING
MANUFACTURER.
4. THIS DRAWING IS NOT TO SCALE.
5. FINISHED FLOOR ELEVATION = 100'-0'
UNLESS NOTED OTHERWISE.
6. 'SINGE' CEE COLUMNS SHALL BE
ORIENTED WITH THE 'TOES" TOWARD THE
LOW SAVE UNLESS NOTED OTHERWISE.
7. ANCHOR RODS ARE REQUIRED ONLY IN THE
QUANTITIES SPECIFIED. BASEPLATES MAY
BE FABRICATED WITH MORE HOLES THAN
NEEDED FOR THIS PROJECT.
8. THE ANCHOR BOLT LOCATIONS PROVIDED
BY METAL BUILDING MANUFACTURER
SATISFY PERTINENT REQUIREMENTS FOR THE
DESIGN OF THE MATERIALS SUPPLIED BY
THE METAL BUILDING MANUFACTURER.
PLEASE NOTE THAT THESE REQUIREMENTS
MAY NOT SATISFY ALL ANCHOR BOLT
CONCRETE EDGE DISTANCE REQUIREMENTS
DEPENDING ON THE DETAILS OF THE
FOUNDATION DESIGN.
BECAUSE FOUNDATION DESIGN IS NOT WITH—
IN THE METAL BUILDING MANUFACTURER'S
SCOPE OF WORK, IT IS THE RESPONSIBIL—
ITY OF THE QUALIFIED PROFESSIONAL
DESIGNING THE FOUNDATION TO MAKE
CERTAIN THAT SUFFICIENT CONCRETE EDGE
DISTANCE IS PROVIDED FOR THE ANCHOR
BOLTS IN THE DETAILS OF THE FOUNDA—
TION DESIGN.
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DETAIL I Base EL. 99'-4"
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See Plan 4j
DETAIL B DETAIL F
Dia= 3/4" Dia= 3/4"
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I�--=T---I{
( FOUNDATION DESIGN NOTES:
a0 O (O O 0110 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT
4" ( I 4" COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON PAGE Ft. PLEASE
00 O 1 O 0 1 0 REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES SHOWN ON THE
ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN ON PAGE F1 DURING LAYOUT
2" 4"
—�— EW —'�— SW OF COLUMN AND ANCHOR BOLT LOCATIONS.
2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO
PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY
2 ' 2" 2" 2' OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFILLED
1-4� See Plan PER THE MBS DESIGN SPECIFICATIONS.
DETAIL C DETAIL G
Dia= 3/4" Dia= 1 " q
8" 9�°�p�` 8" 2"
O
�F-1'—COUJMN
CLR. OPENING VARIES:
OD ( - 'o COLUMN 21"-3$"
O 1 14" 1 4,. a (USE (2) 1/2" DIA EXPANSION
O o m
FINISH BOLTS PER COLUMN) a
G0 O � O n '� FLOOR GIRT DEPTH + 2" '- ' .1.
2" 4"
—EW Sw
~ANCHOR~ BOLT _ v ANCHOR BOLT
2" 2" 2" 2" 02
'f SECTION
A a m m
See Plan See Plan '`'f "=0 "+ - (RECOMMENDED)
TYPICAL OVERHEAD DOOR eaeFFNc
DETAIL D DETAIL H TYPICAL COLUMN BASE PLATE DETAIL FRAMED OPENING TYPICAL COLUMN BASE PLATE DETAIL
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SKEWED ENTRYWAY/SOFFIT SUPPORT PURLINS PLAN
PURLINS FOR SOFFIT SUPPORT AT 10' ELEVATION
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REQUIRED NATIONAL ACCOUNT VENDORS
COMPANY
CONTACTS
PHONE #
REQUIRED ITEMS
W
RAINBIRD IRRIGATION
LOCAL RAIN BIRD DISTRIBUTER
WWW.RAINBIRD.COM
IRRIGATION SYSTEMS
CO
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EUCLID CHEMICAL
PHIL BRANDT
877-438-3826
CONCRETE POLISHING SYSTEMS
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COMPANY
PBrandt@euclidchemical.com
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RETRO-PLATE SYSTEMS
SCOTT MAXFIELD
801-641-6796
CONCRETE POLISHING SYSTEMS
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scott.maxfield@retroplatesystem.com
RECORD DOOR SYSTEMS
MICHAEL VINNIK
704-290-0234
IN,KY,MD, MODEL #5100 SERIES
dollargeneral@recorddoors.com
OH, PA,VA,WV
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STANLEY ACCESS
DENNIS WEBB
256-776-8902
AR,AZ,CA,CO,CT,DE,IL,IA,KS,LA,MA,ME,MI,MN,MO, MODEL #DG2000
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TECHNOLOGIES
DGdoors@sbdinc.com
ND, NE, NH, NJ, NM,NV,NY,OK,OR,RI,SD,TX,VT,WI
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ASSA ABLOY ENTRANCE
ROSS MERKLING
609-528-2580
AL, FL, GA, MS, NC, SC, TN MODEL #SL500
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SYSTEMS
us@assaabloy.corr
GIRTMAN AND ASSOCIATES
MIKE MOYNAHAN
615-350-6000
INTERIOR DOORS AND FRAMES AL,AR,AZ,CA,CO,FL,GA,IA,KS,LA,MS,MN,
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dgconstruction@bass-security.com
AND RESTROOM ACCESSORIES MO,NE,NM,NV,OK,OR,SC,SD,TN,TX,WI
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COOK & BOARDMAN GROUP
JOE HARRELL
336-837-0673
INTERIOR DOORS AND FRAMES CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ,
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nationalsales@cookandboardman.com
AND RESTROOM ACCESSORIES NY,OH,PA,RI,VA,VT,WV
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SHERWIN WILLIAMS
LOCAL SHERWIN WILLIAMS STORE
PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER
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MC CUE CORPORATION
KEVIN O'NEILL
678-492-4026 koneill@mccue.com
TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP
U_
YORK
NATIONAL ACCOUNTS
800-481-9738
HVAC UNITS
york-dollargeneral-be@jci.com
AR, CO, IL, IN, KY, KS, MO, OH, OK, WV
CARRIER
HASAN KHALIL
315-432-7655
HVAC UNITS
Hasan.Khalil@carrier.utc.com
CT, IA, MA, ME, MI, MN, ND, NE, NH, NJ, NY, PA, RI, SD, VT, WI
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LENNOX
SCOTT MACDONALD
972-497-6781
HVAC UNITS
= Z)
dollargeneral@lennoxind.com
AL, AZ, CA, DE, FL, GA, LA, MD, MS, NC, NM, NV, OR, SC, TN, TX,VA
ROOF CURB SYSTEMS
CLIFTON REASOR
800-683-5848
RTU CURB
DollarGenerar@roofcurb.com
CURBS PLUS INC.
ALLAN THRAILKILL
888-639-2872
RTU CURB
alan.thrailkill@curbs-plus.com
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KCC INTERNATIONAL INC.
GREG CONRAD
800-382-2872
RTU CURB
_
gconrad@kcccurbs.com
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CED - CONSOLIDATED
ROBERT DECKER
270-781-2229
ELECTRICAL SWITCH GEAR AR,AZ,CA,CO,IA,IN,IL,LA,KS,KY,MI,MN,
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ELECTRICAL DISTRIBUTORS
robertd@cedbgky.com
MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI
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NESCO
CHRIS TRACY
800-244-6980
ELECTRICAL SWITCH GEAR AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ,
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dollargeneral@needhamelectric.com
NY,OH,PA,RI,SC,TN,VA,VT,WV
USLED
DANA PORTER
713-337-3836
ELECTRICAL LIGHTING AR,CO,IA,IL,IN,KS,KY,MI,MN,MO,
Z
PAUL JEZIOROWSKI
DGUSLED@usled.com
SUPPLIES ND,NE,OH,OK,SD,WI,WV
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LEDS
MICHAEL STRINGER
920-915-4010
ELECTRICAL LIGHTING AL,AZ,CA,CT,DE,FL,GA,LA,MA,MD,ME,MS
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KYLE KNAPP
DGORDERS@Zeds-Ilc.com
SUPPLIES NC,NH,NJ,NM,NV,NY,OR,PA,RI,SC,TN,TX,VA,VT
D&P CUSTOM LIGHTING
NATIONAL ACCOUNT SALES
800-251-2200
CUSTOM POWER POLES
CROSSCOM NATIONAL
ANDREA LEMAY
847-850-6297
LOW VOLTAGE & VOICE/DATA CO,CT,DE,FL,IA,IL,IN,KS,MA,MD,ME,MI,MN,
Q�
dollargeneral@crosscomnational.com
MO,ND,NE,NH,NJ,NY,OH,PA,R1,SD,VT,W1,WV
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ASD
CHRIS RUDNITSKI
828-624-1046
LOW VOLTAGE & VOICE/DATA AL,AR,AZ,CA,GA,KY,LA,MS,NC,NM,NV,
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crudnitski@asd-usa.com
OK,OR,SC,TN,TX,VA
GRAYBAR
JEROME BANNISTER
615-743-3202 office, 615-924-2135 cell
CABLE TRAY
DollarGeneral@graybar.com
EMERSON CLIMATE
WEBSITE:
USER NAME: dollargeneralbid
EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL EMS PANEL REQUIRES
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TECHNOLOGIES
http://dollargeneralbid.ectsolutions.net
PASSWORD: dollargeneralbid
STORE #, CITY, STATE, ZIP CODE & QTY. OF HVAC UNITS OF THE INSTALL SITE
WHEN ORDERING.
J
STANLEY CONVERGENT
DAN GOLDSMITH
740-215-8913
INTERIOR FIRE ALARM PANELS
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SECURITY SOLUTIONS
RECOMMENDED NATIONAL ACCOUNT VENDORS
PRE-ENGINEERED METAL BUILDING
COMPANY
CONTACTS
PHONE #
VP BUILDINGS
DAVID ENGLISH
901-568-4537
PRE-ENGINEERED METAL BUILDING
DEnglish@vp.com
STAR BUILDING SYSTEMS
JEFF HORN
866-664-8899
PRE-ENGINEERED METAL BUILDING
NUCOR BUILDING SYSTEMS
BOB BARRY
315-622-4440
PRE-ENGINEERED METAL BUILDING
CORPORATE: 260-837-7891
https://www.formrouter.net/forms@MBSIN/dgquote.pdf
BIG BEE STEEL BUILDINGS, INC.
KEVIN BUSLER
800-633-3378
PRE-ENGINEERED METAL BUILDING
CHIEF BUILDINGS
ERIN SULLIVAN
308-385-4628
PRE-ENGINEERED METAL BUILDING
erin.sullivan@chiefind.com
IRRIGATION
COMPANY
CONTACTS
RAIN BIRD IRRIGATION
LOCAL RAIN BIRD DISTRIBUTER
WVWV.RAINBIRD.COM
IRRIGATION SYSTEMS
REQUIRED NATIONAL ACCOUNTS FOR ENGINEERING AND CONSTRUCTION MATERIAL TESTING
COMPANY
CONTACTS
PHONE #
ATC ASSOCIATES, INC.
LESLIE GREENWOOD
205-733-8775
www.atcassociates.com
leslie.greenwood@atcgc.com
BUILDING AND EARTH
MATT ADAMS
205-836-6300
www.buildingandearth.com
SCIENCES, INC.
dollargeneral@buildingandearth.com
EAS PROFESSIONALS, INC.
JERRY MARRONE
864-234-7368
www.eas-pro.com
dollargeneral@eas-pro.com
PROFESSIONAL SERVICE
TERESA HEBNER
770-424-6200 #3030
www.psiusa.com
INDUSTRIES, INC. (PSI)
teresa.hebner@psiusa.com
TERRACON
JOHN MEADOW
770-623-0755 #353
www.terracon.com
dollargeneral@terracon.com
NOTE: MATERIAL TESTING IS REQUIRED ON ALL TRIPLE NET LEASES.
PROTOTYPE MANAGEMENT TEAM
COMPANY
CONTACTS
PHONE #
MJM ARCHITECTS
GARY CONWAY
615-244-8170
www.mjmarch.com
dg@mjmarch.com
ENTECH
MITCH SIMPSON
615-373-2640
www.entechtn.com
email@entechtn.com
NATIONAL
ACCOUNT
& CONTACT
INFORMATION
SUBJECT
TO CHANGE
DOLLAR GENERAL STORE Store#20360
38965 CR 54, Zephyrhills, Florida 33542
Based on 9,100 SF Prototype T " (Left Corner Entry, Right Side Delivery)
release date: 0 3/ 2 0/ 2 0 1 8 Product Avoroval Information Sheet
Protect Name: Dollar General—Zaphvrhills (City of Zapirwhitls), FL Project. Address: 38965 CR 54
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■■❑❑❑■
■■❑❑❑■
■■❑❑❑■
■■❑❑❑■
GENERAL:
CS COVER SHEET
OWNER:
F1 FIXTURE PLAN / LIFE SAFETY PLAN
ARCHITECTURAL:
A00 ARCHITECTURAL SITE DETAILS
Al FLOOR PLAN
A2 EXTERIOR ELEVATIONS
A3 SECTIONS AND DETAILS
A3a SECTIONS AND DETAILS
A3b SECTIONS AND DETAILS
A4 ROOM FINISH SCHEDULE AND
SALES FLOOR ELEVATIONS
A5 DOOR SCHEDULE AND DETAILS
A6 ENLARGED PLANS AND TOILET ROOMS
A7 SIGN DETAILS
A8 SIGN BRACING DETAILS
A9 REFLECTED CEILING PLAN
A10 WALL TYPES
All GENERAL NOTES
Al2 ARCHITECTURAL SPECIFICATIONS
STRUCTURAL:
S1 STRUCTURAL GENERAL NOTES
S2 FOUNDATION PLAN AND SCHEDULES
S3 FOUNDATION SECTIONS AND DETAILS
S4 SECTIONS AND DETAILS
S5 CONCRETE SUMMARY
MECHANICAL:
■ ■ ■ ■ M1 HVAC LAYOUT
,MEN M2 HVAC SCHEDULES / NOTES / DETAILS
PLUMBING:
■ ■ ■ ■ P1 PLUMBING PLANS AND SCHEDULE
■ ■ ■ ■ P2 PLUMBING DETAILS AND DIAGRAMS
ELECTRICAL:
■❑❑❑❑■
■❑❑❑❑■
■■❑❑❑■
■■❑❑❑■
■■❑❑❑■
■■❑❑❑■
■■❑❑❑■
ME]
[IN
■❑❑❑❑■
■■❑❑❑■
E1 POWER PLAN
E2 LIGHTING PLAN
E3 POWER POLE AND POWER TERMINAL DETAILS
E4 CABLE TRAY LAYOUT PLAN
E5 THREE PHASE ELECTRICAL PANELS
EMS1 EMS / LOW VOLTAGE PLAN
EMS2 CPU TERMINAL DIAGRAM
ES1 ELECTRICAL SITE LIGHTING AND POWER PLAN
ES2 SITE LIGHTING PHOTOMETRICS PLAN
ES3 SITE LIGHTING FIXTURE CUT SHEETS
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and product approval
number(s) for the building components listed below as applicable to thebuildingconstruction project for the permit number listed
above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed
products. Information regarding statewide product approval may be obtained at: www_flonciabuildina.oro.
Category Manufacturer Product Description Limitation of Use Product Approval
A. Exterior Doors
Swinging
Curries Doors
Outswing Commercial Steel
Approved for use in
+601-60
FL 8394.1 — R5
Door
HVHZ
psf (Pair)
(Pair)
+801-80
FL 8394.3 — R5
psf (Single)
(Single)
Category Manufacturer Product Description Limitation of Use Product Approval
A. Exterior Doors
Automatic
Assa Abloy Entrance
Besan Resilience Full Breakout
Approved for use in
+701-70
FL 16128.1 — R3
Systems US Inc.
Bi-part Large and Small Missile
HVHZ
Impact Door System
Category Manufacturer Product Description Limitation of Use Product Approval
C. Cladding
EIFS Dryvit System EIFS over 518" Sheathing, for Approved for use in +1101-110 FL 2030.5 —
walls less than 30 feet HVHZ Psf R10
n, Stnrafrnnt
Storefront
Kawneer
Series'IR-500 Flush and Wet
FL 8787.2 — R5
�Approvedfbrusein
Glazed" Aluminum Storefront
HVHZ
�+651-65
psf
System — L.M.I.
E Metal R uilriinn Manidar_turar WFUR3
Metal Wall Panels
Nucor Building
Reverse Classic wall Panel
I
Not approved for
+45.01
FL 2686.3— R5
Systems
use in HVHZ
-45 psf
Roof Deck
Nucor Building
CFR Panel
Not approved for
+NIA1
FL 4890.1 — R8
S stems
I
use in HVHZ
-108:8 psf
In addition to completing the above list of manufacturers, product description and State approval number of the products used on this
project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions,
along with the list above, on the jobsite available to the inspector:
COMPONENTS AND CLADDING
DESIGN WINDLOAD PRESSURE: 137 mph (vult)
ROOF
Oj +18 psf �0'
-43 psf \0'
O +18 psf h=19'-9' 3 2 3
-72 psf 55
O +18 psf 2 lO 2
-108 psf O
O 3 2 3
WALLS
0 +43 psf 5 O O O
-46 psf
O5 +43 psf a=7'-0" TYP
-57 psf 130'-8"
STRUCTURE IS NOT LIGHT FRAME
TRUSS CONSTRUCTION 4
Cii7f''y OF Z jg;f�i-f
'U5`• >ri1NC O,'d FJCIA. t,
GENERAL NOTES:
BUILDING MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE AND LOCAL), FIRE, ADA
AND HEALTH DEPARTMENT CODES.
NO TAPERED COLUMNS ALLOWED.
MAINTAIN INTERIOR CLEAR SPACE AS REQUIRED ON PLANS.
METAL BUILDING COLUMNS SHALL BE STRAIGHT. COLUMNS AND INTERIOR COLUMNS MAY
REQUIRE WRITTEN APPROVAL. MAINTAIN INTERIOR CLEARANCE BETWEEN FACE OF
COLUMNS AND SALES FLOOR AS NOTED ON PLANS
PROTECT OPENINGS NOTE:
ALL NEW FIRE WALLS REQUIRED TO PREVENT THE PASSAGE OF SMOKE AND FIRE SHALL BE
IDENTIFIED WITH WORDING "FIRE AND SMOKE BARRIER -PROTECT OPENINGS PER NFPA
101:8.3.2.4
LIGHT FRAME TRUSS NOTE:
THIS PROJECT DOES NOT USE LIGHT FRAME TRUSS CONSTRUCTION
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059 I
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /201 9
OWNER REVIEW
02/07/2019
BID SET
03/04/20191
ADDENDUM 01
IAN
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/201 8
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing T'rtle
COVER SHEET
DO NOT SCALE DRAWIN '
Project No.
Drawing No.
.JCDT.18.0233
CS
EMERGE
LIGHTS
ELECTRI
PANELS
EMERGE
LIGHTS
m
0
Awk @ ESM-10 VR-10 COKE ESM-10
29, PEPSI PEPSI [ I I
I-1 L[J
A - SERVICE COUNTER PLAN
B - ELEVATION
SERVICE COUNTER DETAILS
Scale: 1/4" = V-0"
NOTE: FRONT CHECKOUT COUNTER TO BE PROVIDED BY
DOLLAR GENERAL AND INSTALLED AT DOLLAR GENERAL'S
DIRECTION. COUNTERS SHALL INCLUDE A PORTION OF AT LEAST
36" IN LENGTH WHICH IS NO MORE THEN 34" ABOVE THE FINISH
FLOOR. COUNTERS SHALL BE ON AN ACCESSIBLE ROUTE.
ECK WRITING SURFACE
(:6 ) ( 5) (:4 (: 3 )
FIXTURE PLAN / LIFE SAFETY PLAN
Scale: 3/16" = V-0"
BUILDING CODE
COMPLIANCE
BUILDING CODE
V 2017 FLORIDA BUILDING CODE 5th EDITION
V 2017 FLORIDA FIRE PREVENTION CODE 5th EDITION
2017 FLORIDA PLUMBING CODE 5th EDITION
2017 FLORIDA MECHANICAL CODE 5th EDITION
2014 NFPA 70 NATIONAL ELECTRIC CODE
2017 FLORIDA ACCESSIBILITY CODE (CHAPTER 1 1) 5th EDITION
2017 FLORIDA ENERGY CODE (CHAPTER 13)
201 5 NFPA 101 LIFE SAFETY CODE
OCCUPANCY
(M) MERCANTILE
(S 309)
(S-2) STORAGE, SEPARATED
(S 31 1 .3)
CONSTRUCTION CLASSIFICATION
II-B NOWSPRINKLERED
(T 601)
MIN INTERIOR FINISH CLASS 'C'
(T 803.11)
BASE HEIGHT & AREA LIMITATIONS
MAX HEIGHT- STORIES = 2 STORIES
(T 504.4)
MAX HEIGHT- FEET = 55 FEET
(T 504.3)
MAX ALLOWABLE AREA PER FLOOR (Aa) = 12,500 SQ FT
(T 506.2)
Aa = 112,500 + [12,500 x 0]) = 12,500
ACTUAL BUILDING PROPERTIES
ACTUAL AREA = 9,100 SQ FT
ACTUAL HEIGHT (OVERALL) = 2V-4"
FIRE RESISTANCE RATING REQUIREMENTS
(T 601)
STRUCTURAL FRAME = 0 HR
BEARING WALLS- EXTERIOR = 0 HR
BEARING WALLS- INTERIOR = 0 HR
NON -BEARING WALLS- EXTERIOR = 0 HR
NON -BEARING WALLS- INTERIOR = 0 HR
FLOOR CONSTRUCTION = 0 HR
ROOF CONSTRUCTION = 0 HR
DESIGNED OCCUPANT LOAD
(T 1 004.1 .2)
SALES FLOOR (7,298 sf/ 30) = 244 OCCUPANTS
BREAK ROOM and OFFICE (147 sf/ 100) = 2 OCCUPANTS
TOILET ROOMS and HALL (249 sf/ 100) = 3 OCCUPANTS
RECEIVING (990 sf/ 300) = 4 OCCUPANTS
TOTAL OCCUPANT LOAD = 253 OCCUPANTS
EGRESS REQUIRED/ PROVIDED:
# EXITS REQUIRED AND PROVIDED:
GROUND 2 REQ'D / 3 PROVIDED
(T 1006.3.1)
EXIT WIDTH REQUIRED 0.20"/ PERSON
EXIT CAPACITY REQUIRED = 50.4"
EXIT CAPACITY PROVIDED = 170"
(S 1005.3.2)
MAXIMUM LENGTH OF EXIT ACCESS TRAVEL NOT TO EXCEED
"M' = 200'-0"
(T 1017.2)
ACTUAL MAX. TRAVEL DISTANCE = 1 1 7'-4"
PLUMBING FACILITIES REQUIRED: (T 403.1)
PLUMBING FACILITIES PROVIDED:
WATER CLOSET LAVATORY
OCCUPANTS WATER CLOSET LAVATORY
EA. SEXREQ'D REQ'D
PROV'D
NON -GENDER 126 1 per 500 1 per 750
UNISEX 1 1
NON -GENDER 126 1 per 500 1 per 750
UNISEX 1 1
DRINKING FOUNTAIN 1 PER 1000
(1) SERVICE SINK PROVIDED
(1) HIGH/LOW DRINKING FOUNTAIN
PROVIDED
EMERGENCY LIGHT W/ BATTERY BACKUP
'[ [ LIGHTED EXIT SIGN W/ BATTERY BACKUP
DENOTES PATH OF EGRESS
REMOTENESS BETWEEN EXITS
DIAGONAL DIMENSIONS = 144'-0"
SEPARATION OF EXITS = 144'-0" - 2 = 72'-0"
ACCTUAL DISTANCE BETWEEN EXIT DOORS IS: 104'-8"
DENOTES 2A1 OBC FIRE EXT. W/ TOP @ +42" A.F.F.
F.E. MAXIMUM 75 FEET TRAVEL DISTANCE TO REACH FIRE EXTINGUISHER
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /201 9
OWNER REVIEW
02/07/201 9
BID SET
03/04/201 9
ADDENDUM 01
01
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
FIXTURE PLAN /
LIFE SAFETY PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
F1
R�
� ^���. -, ..:� "'r', � * ,. - � � •€..,rrm^ "S'�'�. f '^IT?!""'"'Ei "'fFT". ��i^a"I"1' i-_.q.,r
Rim,
DRINK FIXTURE WALL MOUNTING
SUPPORT NOTES:
1. PROVIDE AND INSTALL 2X6 WHITE PINE -
GRADE 2 OR BETTER.
2. PROVIDE AND INSTALL 2X4 WHITE PINE -
GRADE 2 OR BETTER.
3. FASTEN THE 2X6 TO THE WALL WITH THE TOP
EDGE OF THE BOARD AT 78" A.F.F., STARTING
FROM THE END OF THE LAST COOLER AND
STOPPING 5'-0" FROM REAR WALL.
4. FASTEN THE 2X4 TO THE WALL WITH THE TOP
EDGE OF THE BOARD AT 12" A.F.F., STARTING
FROM THE END OF THE LAST COOLER AND
STOPPING 5'-0" FROM REAR WALL.
5. PRE -DRILL PILOT HOLES IN ALL BOARDS
PRIOR TO INSTALLATION TO PREVENT WOOD
SPLITS.
6. SECURE THE 2X6 WITH THREE SELF -TAPPING
SCREWS PER WALL STUD. MINIMUM SCREW
SIZE IS 4"xa'.
7. FASTEN THE 2X4 WITH WITH ONE
SELF -TAPPING SCREW PER WALL STUD.
MINIMUM SCREW SIZE IS 4"x 4".
8. CAULK THE EDGES OF THE 2X6 AT THE TOP
AND BOTTOM WHERE IT MEETS THE WALL PRIOR
TO PAINTING.
9. PRIME AND PAINT BOTH BOARDS TO MATCH
WALL COLOR.
LINE OF FREEZER
_ COOLERS BEYOND
CONTRACTOR TO
PROVIDE AND INSTALL
2x6 WHITE PINE GRADE
2 OR BETTER
I
__7;-
J ----_
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I~I
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pi j
n; FIXTURE PPLIED A
nl INSTALLE
i I I
p
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p
II II II
I
i! IIMERCHANIRISING II
p I I DEPARTMENT
CONTRACTOR TO I I Ili
p I I I I
4
p l I I INSTALL( 2 I I
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p
i I II I ;ii
®� FRAMIN,': TO ALLO
II �i
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-
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p
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(CONTRACTOR
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CONTIN JOUSLY PA
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®i PEMB C LUMNS
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i� 2x4 WHIT INE GRA I I
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1
IT-
. .. . ............. _........... ___............ _.....__--___..._—......_._..__._.__ - .l .._....._._..—.. _ ._______.._.._...._..._.___ ... ....___.__._..........................._..._....Id —
INTERIOR FACE OF PEMB
FRAMING BEYOND
ANCHOR BOARD:
CONTRACTOR TO PROVIDE
AND INSTALL 2x6 WHITE
PINE GRADE 2 OR BETTER
TOP OF FIXTURE TO BE
AFFIXED TO DRIED PINE
NAILER BY DOLLAR GENERAL
MERCHANDISING DEPT
FIXTURE SUPPLIED & INSTALLED
BY DOLLAR GENERAL
MERCHANDISING DEPT
MTL LINER PANELS
CONTRACTOR TO INSTALL
VERTICAL 2X WOOD FRAMING SO
THAT HORIZONTAL ANCHOR
BOARDS RUN CONTINUOUSLY
PAST PEMB COLUMNS
ANCHOR BOARD:
CONTRACTOR TO PROVIDE
AND INSTALL 2x4 WHITE PINE
GRADE 2 OR BETTER
VERIFY ANCHOR BOARDS FINISHED FLOOR
LOCATION WITH FIXTURE PLAN
2 ANCHOR BOARD DETAIL
NTS
6 5 4
s
A2
130'-8"
26-0" 26'-0" 26'-0"
T-6" HOLD 17'-2" 1'-4" 1'-4" 23'-4" 1'4" 1'-4" 23'-4" V-4" l'-4"
2,-4„
4" 64' MO 2 3 Y4
TYP AT Al Al
3 1 _ COLUMNS\ / \1-1/
Sim 2 6 1 26 I I i IH 6
EIFS BULLNOSE
EIFS PILASTER (REF
V-4" 1'4'
EXTERIOR
I
-
ELEVATIONS)
i
5/8" EXTERIOR GRADE
u
COI
GYPSUM BOARD
SHEATHING ON METAL
CD
WALL PANELS
-
VINYL FACED R-13 BATT
INSULATION + R-6.5
METAL BUILDING COLUMNS
CONTINUOUS INSULATION
SHALL BE STRAIGHT. TAPERED
WITH VAPOR BARRIER (BY
COLUMNS &INTERIOR COLUMNS
PEMB).
REQUIRE WRITTEN APPROVAL.
"EWH-2"
MAINTAIN INTERIOR CLEARANCE
WATER HEATER ON
1/2" GYP BOARD OVER LINER
OF 68'-0" BETWEEN FACE OF
SHELF ABOVE MOP SINK —
PANELS - REFER TO INTERIOR
COLUMNS ON SALES FLOOR
ELEVATIONS FOR LOCATIONS
MOP SINK (BELOW)
DETAIL @ COLUMN
ABOVE BULLNOSE
3
(::
FAUCET THIS WALL
ABOVE 4'-0"
3/4 = 1-0
T-0" OF 48" HIGH FRP
DEFS ON 4" CMU
1'-4" 1'-4"
ALUMINUM CORNER
PILASTER (REF EXTERIO GUARDS 5
ELEVATIONS)
COI 8'-0" WING WALL Sim
DOORSTOP T-0"
00
4" 4"
METAL BUILDING COLUMNS
8" CMU (REF EXTERIOR
SHALL BE STRAIGHT. TAPERED
ELEVATIONS)
COLUMNS & INTERIOR
REF.
REQUIRE WRITTEN APPROVAL.
1/2" GYP BOARD OVER LINER
STRUCTURAL
MAINTAIN INTERIOR CLEARANCE
PANELS - REFER TO INTERIOR
COI
OF 68'-0" BETWEEN FACE OF
ELEVATIONS FOR LOCATIONS
COLUMNS ON SALES FLOOR
Cal COLUMN
BELOW BULLNOSE
4DETAIL
ABOVE 4'-0" 3/4" = V-0"
2 1
26'-0" 26'-8"
23'-4" 1'4" 1'-4" 23'-0" 2'4' 4„
1
A3
A3a I I I I ( o l I I I I Il
D D
_ DER Stm
RA L 2 [
107
CLEAR FROM FACE OF IIOT-6" '-5" MINIMUM INSIDE CLEAR DIMENSION 12 I 104 15 - N
ELECTRICAL PANEL----'\ ( ) -
1 i
DOOR TACTILE - -
SIGNAGE ' 6 104 6 '
_ _ I
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,
22 'sm
105
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— 24 — _ I -
2 0 IT
A2 � N N
WALL TYPES LEG END
SEE SHEET Al 0 FOR ADDITIONAL NOTES AND DETAILS
WALL TYPE
(I.E. FULL HEIGHT)
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5 3 01
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6' 0"
2'-6"
SIM. O
INTERIOR DIMENSION NOTE. -
SALES AREA MINIMUM
DIMENSIONS TO BE MAINTAINED
SALES AREA
102
o%
21 25
21
oN w
25 01
21
N 01 i
N 04 21 25
CV
OT 01
9 N
20 3 1 5 l i 1 2811 115 " 9 11 f 7 11/1 1 15
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11
2'-4" 26'-0" MO 1,_4„ 1'-4
6 ) ( 5
3 4 i
Al Al
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23'-4" V V 23'-0"
26-0" 1'-4' 1'-4" 26'-0" 1'-8"
130'-8"
4 4 3
A2
NOR
1 FLOOR PLAN
Scale: 1/8" = 1'-0"
1
o A2
N N
23 5
w
v
LO 01
01
'
21 /
16 /
OFFICE
101
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_
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-
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—
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TACTILE M
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-- -----------
DOOR
I ; SIGNA
m
17 ' CD Q
2
1 I o
sl rA
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00
i
14 15 5 17 i�i��
� 1
23'-8" V V 9'- 1/2" 13'-1112"
„
26'-0" 1'-4" 1'-4 26'-8"
10'-10 1/2" CMU AT 10'-8"
AFF TO COLUMN LINE 2 -
2 REFER TO WALL SECTION
MOP HOLDER
5'-0" OF 48" HIGH FRP
5 ENLARGED PLAN DETAIL
SEE 4/P2 ALSO NTS
FLOOR PLAN KEYED NOTES
RECEIVING DOOR BUZZER
(TORK MDL.#TA725 OR EQUAL)
❑2" DOOR SCOPE
2 (REF DOOR SCHEDULE SHEET A5)
WEATHER STRIP & LOW PROFILE THRESHOLD (REF
DOOR SCHEDULE SHEET A5)
ElSTRIPE FLOOR AT RECEIVING DOOR AS INDICATED FOR
DESIGNATED EGRESS PATH (PAINT YELLOW) AND
DESIGNATE 3'-0" EMS PANEL CLEARANCE (PAINT RED)
STRIPE FLOOR FOR DESIGNATED ADA EGRESS
4A PATH (PAINT YELLOW)
5 PROVIDE AND INSTALL WATER HEATER ABOVE THE
MOP SINK (REF 5/A1 AND 3/P1)
BEAUTY AND COSMETICS SHELVING AND EQUIPMENT.
METAL LINER PANELS COORDINATE FULL HEIGHT PANELS
W/ FURRING @ CMU WEST WALL FOR FLUSH FINISH
ElCART AREA. REFER TO 5/A06
WALL OUTLETS FOR BANKS OF COOLERS AND
❑9 FREEZERS AND COSMETICS VALANCE. SEE ELECTRICAL
FOR DETAILS.
10 CONCRETE SLAB ON VAPOR BARRIER
(REF STRUCTURAL SHEET S2)
11 METAL BUILDING FRAME REFER TO NOTED WALL
SECTION FOR ADDITIONAL INFORMATION
❑1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT
12 INSULATION. METAL LINER PANELS TO DECK ABOVE;
GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED.
ROOF MOUNTED HVAC UNITS - COORDIANTE PAD
13 DIMENSIONS WITH HVAC UNITS (REF CIVIL PLAN AND
SHEET M1)
BROOM FINISH CONCRETE SIDEWALK - SLOPE
14 CONCRETE AWAY FROM BUILDING (TYP) - (COORDINATE
WITH CIVIL PLANS).
1 5 EIFS PILASTER (REF EXTERIOR ELEVATIONS)
H16 STOREFRONT SYSTEM
(REF SHEETS A5)
17 LINE OF CANOPY ABOVE
18 A.D.A. COMPLIANT H.C. RAMP. (REF CIVIL PLANS)
CART AND BUMPER GUARDS 4" A.F.F
19 MC CUE PART #9014 TRIMKIT) (REF 5/A6)
20 WALL HYDRANT (REF PLUMBING SHEET P1
FOR ADDITIONAL INFORMATION)
21 REFRIGERATION BY DOLLAR GENERAL
22 STEEL COLUMN. PAINT SW7005 PURE WHITE. WRAP
STEEL COLUMN WITH TIGHT LOOP CARPET(BLACK)
FROM BASE TO 48" A.F.F.
23 POWER POLE. COORDINATE FINAL LOCATION
WITH ELECTRICAL DRAWINGS
FLOOR ARE AT BASE OF COLUMN WITHIN THE
24 CONSTRUCTION JOINTS TO BE PAINTED
BLACK MAGIC TINT
ENDCAP COOLER/FREEZER TO BE HARDWIRED
THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM
25 HANGING AT 80" AFF. (REF. ELECTRICAL) CORD
ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION
WITH FINAL DOLLAR GENERAL FIXTURE PLAN.
BEAUTY STATION TO BE HARDWIRED THROUGH WHITE
SO CORD. GC TO LEAVE BOTTOM HANGING AT 48"
25A AFF. (REF. ELECTRICAL) CORD ANCHORED TO PURLINS
ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR
GENERAL FIXTURE PLAN.
26 PRE -FINISHED METAL DOWNSPOUTS (COORDINATE
H
SIZE AND LOCATIONS WITH PEMB AND CIVIL PLANS)
❑MC CUE RAILING IN FRONT OF ELECTRICAL PANELS
27 8'-0" LONG WITH TOP TWO RAILINGS AND NO MIDDLE
POST.
8" SMOOTH -FACED CMU PAINTED (REFER TO EXTERIOR
28 FINISHES ON SHEET A2), ALIGN FACE OF BLOCK WITH
STEEL GIRT. PROVIDE PROPER ANCHORAGE TO
STRUCTURE.
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
'4�. "01
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/2018
PEMB COORDINATION
1 2/18/2018
PERMIT SUBMITTAL
01 /1 1 /2019
OWNER REVIEW
02/07/2019
BID SET
03/04/2019
ADDENDUM 01
1AN1
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1 61 5
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
FLOOR PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT. 18.0233
Al
_.. .. ,-. ._.-�s...�.�,..--�.._ .ya c.u.,.:,�, ..� :,. �. a a;;�•=iCvi,fiY- - uf_i. .. _i-f:.l L_ f!.0 w.AdLi a:6lite* Q��L,H
FINISH FLOOR
= 0'-0"
it
EAST E L EVATI 0 N
Scale: 1/8" = P-0"
EXTERIOR FINISHES
TAG
MATERIAL
MANUFACTURER
COLOR / STYLE
GENERAL REMARKS
OEIFS
WALL SYSTEM-01
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #7055 "ENDURING BRONZE"
LIT 1.0- FINE OR APPROVED EQUAL
OEIFS
WALL SYSTEM-02
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6149 "RELAXED KHAKI"
LIT 1.0- FINE OR APPROVED EQUAL
OEIFS
(CORNICE)
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6385 "DOVER WHITE"
LIT 1.0- FINE OR APPROVED EQUAL
DO
EIFS (ACCENT BANDING)
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6385 "DOVER WHITE"
LIT 1.0- FINE OR APPROVED EQUAL
ODEFS
ON CMU
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #7055 "ENDURING BRONZE"
O8"
SMOOTH FACE CMU
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6149 "RELAXED KHAKI"
OGUTTERS
& DOWN SPOUTS
PEMB MANUFACTURER
LIGHT STONE
OSTANDARD
METAL ROOF PANELS
PEMB MANUFACTURER
GALVALUME
PBR ROOF PANELS W/ ATLAS ULTIMATE FASTNER
JO
REAR BUILDING PARAPET WALL
PEMB MANUFACTURER
LIGHT STONE
OSTOREFRONT
SYSTEM
REF PRODUCT APPROVAL ON COVER SHEET
DARK BRONZE
OPREFINISHED
METAL COPING @ PARAPET
REF PRODUCT APPROVAL ON COVER SHEET
DARK BRONZE
ALUMINUM FRAME
M
HOLLOW METAL DOOR / FRAME
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #7055 "ENDURING BRONZE"
LIT 1.0- FINE OR APPROVED EQUAL
T/O PARAPET
= 19'-2" AFF
o -
19
EAVE STRUT in
14'-4" AFF
eo
(V _F
00
T � -
- 1
v
r
FINISH FLOOR ``'
= n,_n,
EXTERIOR BUILDING NOTE:
ALL EXTERIOR SIGNAGE SHALL BE
SUBMITTED UNDER SEPARATE PERMIT
NORTH ELEVATION
SOUTH ELEVATION
Scale: 1/8" = V-0"
Scale: 1/8" = V-0"
D C B A
Al
L
L C
W,..
I
KEYED NOTES
GC SHALL COORDINATE THE EXTERIOR SIGN WITH
DOLLAR GENERAL CORP. GC TO PROVIDE ADEQUATE
BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO
SUPPORT SIGN WEIGHT (MAX 1,400 LBS). GC TO PROVIDE
CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE
PROVIDED AND INSTALLED BY DOLLAR GENERAL CORP.
INSTALL BUILDING SIGN CENTERED ON FRONT ELEVATION.
ROOFTOP EQUIPMENT SCREENS BY CITYSCAPES OR
EQUAL, COLOR: PUTTY.
FLOOD LIGHT. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LINE OF PRE -FINISHED METAL ROOF BEYOND
141 (REF EXTERIOR FINISH SCHEDULE THIS SHEET)
(4) 1/2" DIA X 6" LG STAINLESS STEEL EYE BOLTS (CLOSED)
�5 WITH 1" DIA OPENING - DRILL AND EPDXY INTO BLOCK
WALL
EXTERIOR RECEPTACLE. RE: ELECTRICAL
�7 1/2" EIFS V-GROOVE (TYP)
WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
1:fl DOOR BUZZER
10 MECHANICAL VENT REFER TO MECHANICAL DRAWINGS.
t t PLUMBING VENT - REFER TO PLUMBING DRAWINGS.
12 WALL HYDRANT. RE: PLUMBING
ROOF MOUNTED HVAC UNITS ON PRE FABRICATED ROOF
13 CURB (REF SHEET M1)
14 OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING
DOORS @ 8'-0" A.F.F.
15 EIFS EXPANSION JOINT
7
:.......
A .
7"
7
I
A
�
�
N
},•;
B
B..
B
D.
D
-
D
D
D
:
A.
A
:...:
_
D
r
E ) I I `--( E
WEST ELEVATION
Scale: 1/8" = V-0"
�!09
� m
Oil
oil
T/O
= (
FINISH FL
= n,-n"
PEMB MANUFACTURER SHALL
PROVIDE ALL METAL FRAMING,
REAR PANELS, CRICKETS, AND
REQUIRED FLASHING FOR ANY AND
ALL PARTS OF THE RAISED
PARAPET AND MASONRY PILASTERS
ABOVE THE ROOF LINE - TYP
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /2019
OWNER REVIEW
02/07/2019
BID SET
03/04/2019
ADDENDUM 01
01
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/201 8
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
EXTERIOR ELEVATIONS
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
A2
ROOM SCHEDULE
FLOOR
BASE
A WALL
B WALL
C WALL
D WALL
CEILING
CEILING
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
NO
ROOM NAME
MATERIAL
FINISH
REMARKS
CONCRETE
CONCRETE
4" RUBBER /
BLACK
GYPSUM BOARD
SHERWIN WILLIAMS - ,
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
2'X4' ACOUSTICAL
WHITE
100
BREAK RM
FLOOR SEALED
WITH SEALER
VINYL BASE
TO 10'-0" AFF ON
PRO -MAR LATEX
TO 10'-0" AFF,
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
CEILING 8'-0" A.F.F.
(STEPS 1-3)
MTL STUDS TO
SEMI -GLOSS.
WHITE METAL
PRO -MAR LATEX
PRO -MAR LATEX
PRO -MAR LATEX
UNDERSIDE OF
LINER PANELS
SEMI -GLOSS.
SEMI -GLOSS.
SEMI -GLOSS.
DECK ABOVE.
ABOVE
CONCRETE
CONCRETE
4" RUBBER/
BLACK
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
2'X4' ACOUSTICAL
WHITE
101
OFFICE
FLOOR SEALED
WITH SEALER
VINYL BASE
TO 10'-0" AFF
SW7005-PURE WHITE,
TO 10'-0" AFF,
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
CEILING 8'-0" A.F.F.
(STEPS 1-3)
PRO -MAR LATEX
WHITE METAL
PRO -MAR LATEX
PRO -MAR LATEX
PRO -MAR LATEX
SEMI -GLOSS.
LINER PANELS
SEMI -GLOSS.
SEMI -GLOSS.
SEMI -GLOSS.
ABOVE
CONCRETE
POLISHED
4" RUBBER/
BLACK
GYP BOARD TO
SEE 1/A4 FOR FINISH
GYPSUM BOARD
SEE 1/A4 FOR FINISH
GYP BOARD TO
SEE 1/A4 FOR FINISH
GYPSUM BOARD
SEE 1/A4 FOR FINISH
EXPOSED TO
EXPOSED TO
REFER TO FINISH
102
SALES AREA
FLOOR POLISHED
CONCRETE
VINYL BASE
10'-0" A.F.F. ON
PAINT LOCATIONS
PER HEIGHT
PAINT LOCATIONS
10'-0" A.F.F. ON
PAINT LOCATIONS
TO ROOF DECK
PAINT LOCATIONS
STRUCTURE
STRUCTURE
PLAN 1/A4 FOR
WITH SEALER
WHITE METAL
NOTED ON WALL
WHITE METAL
ABOVE
ABOVE
ADDITIONAL
(STEPS 1-8)
LINER PANELS
ELEVATIONS
LINER PANELS
NOTES
CONCRETE
CONCRETE
N/A
N/A
METAL LINER
LIGHT STONE.
GYPSUM BOARD
LIGHT STONE
METAL LINER
TAPED. PAINTED AS
METAL LINER
TAPED. PAINTED AS
EXPOSED TO
N/A
103
RECEIVING AREA
FLOOR SEALED
WITH SEALER
PANEL ABOVE CMU
PAINT CMU SW#6149
TO U/S OF DECK
PANEL TO 8'-0" AFF
REQUIRED BY CODE.
PANEL TO 8'-0" AFF
REQUIRED BY CODE.
STRUCTURE
(STEPS 1-3)
ABOVE
MTL. LINER PANEL TO
MTL. LINER PANEL TO
ABOVE
DECK AS ALTERNATE.
DECK AS ALTERNATE.
CONCRETE
SHERWIN WILLIAMS
8 -0 HIGH FIBERGLASS
GYPSUM BOARD
8 -0 HIGH FIBERGLASS
GYPSUM BOARD
8 -0 HIGH FIBERGLASS
GYPSUM BOARD
8 -0 HIGH FIBERGLASS
2 X 4
WHITE
104
GENDER
FLOOR SEALED
ACRYLIC SILICONE
RUBBER/
I
BLACK
GYPSUM BOARD
REINFORCED PANEL -
TO 8-4' AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
GYP BD OR ACT
NEUTRAL
SILK CHOCOLATE
V
VINYL BASE
TO 8'-0" AFF
"WHITE"
"WHITE"
"WHITE"
"WHITE"
CEILING @
HC-117 (STEPS 1-3)
8'-0" A.F.F.
CONCRETE
SHERWIN WILLIAMS
8 -0�� HIGH FIBERGLASS
GYPSUM BOARD
8' -0�� HIGH FIBERGLASS
GYPSUM BOARD
a
8 -0�� HIGH FIBERGLASS
GYPSUM BOARD
8' -0�� HIGH FIBERGLASS
2 X 4
WHITE
105
GENDER
FLOOR SEALED
ACRYLIC SILICONE
RUBBER/
BLACK
GYPSUM BOARD
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
GYP BD OR ACT
NEUTRAL
SILK CHOCOLATE
V
VINYL BASE
V
TO 8'-0" AFF
"WHITE"
"WHITE"
"WHITE"
"WHITE"
CEILING @
HC-117 (STEPS 1-3)
8'-0" A.F.F.
CONCRETE
POLISHED
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
2 X 4 ACOUSTICAL
WHITE
107
HALLWAY
FLOOR SEALED
CONCRETE WITH
4" RUBBER/
BLACK
GYPSUM BOARD
SW6991 BLACK MAGIC,
TO 8'-0" AFF
SW6991 BLACK MAGIC,
TO 8'-0" AFF
SW6991 BLACK MAGIC,
TO 8'-0" A.F.F. ON
SW7005 PURE WHITE,
CEILING @ 8'-0"
SEALER (STEPS 1-9)
VINYL BASE
TO 8-0 AFF
PRO -MAR LATEX
PRO -MAR LATEX
PRO -MAR LATEX
BULKHEAD
PRO -MAR LATEX SEMI-
A.F.F.
SEMI -GLOSS TO 48"
SEMI -GLOSS TO 48"
SEMI -GLOSS TO 48"
GLOSS ABOVE 48"
AFF. SHERWIN
AFF.
AFF.
AFF.
WILLIAMS - SW7005
SHERWIN WILLIAMS -
SHERWIN WILLIAMS -
PURE WHITE,
SW7005 PURE WHITE,
SW7005 PURE WHITE,
PRO -MAR LATEX SEMI-
PRO -MAR LATEX SEMI-
PRO -MAR LATEX SEMI-
GLOSS ABOVE 48"
GLOSS ABOVE 48"
GLOSS ABOVE 48"
AFF.
I
AFF.
1AFF.
NOTE: ALL ALL PAINTED WALLS TO
BE PRIMED FIRST, THEN PAINTED
INTERIOR PAINT SCHEME:
DOLLAR GENERAL TRADITIONAL (E)
NOTE: ALL DOORS & DOOR FRAMES
INSIDE SALES AREA (EXCLUDING MAIN
STOREFRONT ENTRANCE & RELATED
GLAZING) SHALL BE PAINTED SW 6991
"BLACK MAGIC"
FLOOR FINISH LOCATION PLAN
Scale: 1/16" = V-0"
PRE -FINISHED METAL LINER PANELS
TO UNDERSIDE OF DECK ABOVE
I --------IT -
O
/ / Z / /
O
- ff
0
PEMB FRAMING, PAINT TO
MATCH ADJACENT WALL—
/
ELEVATION 'A'
W
O
p
p
O
ry
F-
J
m
O
O
0
TO 48" A. F. F. P2
26'-8"
ELEVATION 'B'
PRE -FINISHED METAL LINER
PANELS TO UNDERSIDE OF
DECK ABOVE A
O
O
r
ry
- - - - - - - - - -
Pi PRE -FINISHED METAL LINER PANELS PEMB FRAMING, PAINT TO pl
TO UNDERSIDE OF DECK ABOVE MATCH ADJACENT WALL
P2
i
/ , /,
/
/ / ,� J f f ,� / / / / / / 1 1 / / / / / / / / / :' ! f / / / / / / / .y / f / / / / / / / f J ,` ,
/ / / / / / f / / / / / / / / / / ! :' f / / / / / / / / ,� r f / /
/ / / / / / ,/ / / / / / / / / / / / / / / / / f / / .•' / / / / / / /
/ ' ,' r / / / / / / / i ' f / / /
®
Oi
zo
TRANSFER GRILLE - REF. ELEVATION 'C'
MECHANICAL DRAWINGS— \
25'-0"
H-/
10'-0"
WALL PAINT LEGEND
p1 SW6910 "DAISY"
p2 SW6991 "BLACK MAGIC"
P3 SW7005 "PURE WHITE"
P4 EXPOSED LINER PANEL
P5 DENOTES GYPSUM BOARD, TAPED AND
MUDDED ONLY
NOTE:
PAINT EXPOSED STRUCTURE SW7005 PURE WHITE
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/2018
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /201 9
OWNER REVIEW
02/07/2019
BID SET
03/04/201 9
ADDENDUM 01
01
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
ROOM FINISH SCHEDULE AND
SALES FLOOR ELEVATIONS
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
A4
IVES WALL
MOUNTED
DOOR STOP
o
Q
McCUE TRIM KIT
W
WITH BUMPER
U
GUARDS AND
CART STOP
CD
(REF DETAIL 5
d
THIS SHEET)!-)
IVES WALL
MOUNTED
DOOR STOP
00
A4
v LO
102
SALES AREA
6'-11 Z"
i �GENDE
/ NEUTQ
/ 104 1 \
I 7'-4%2"
---- —
_ _ X
4" TYP
104
6-6"
10
;A6 HALLWE7
L — 107 —
105 i l i i
— — 7'-4%z11 — J
NEUTR L g
\\ 105 //
I
I
T-4%2"
00
100
ROOM
M BREAK
q 100
M
IVES WALL -
MOUNTED
DOOR STOP 101
4'-0%2" 3'-0
0 4
101
OFFICE
McCUE TRIM KIT o
WITH BUMPER
GUARDS AND 4y2
CART STOP 7'-8%2"
(REF DETAIL 5 0
THIS SHEET)
LO
LOW WALL
PARTITION
------------
co 0
'7a Z)
00U) �°
°' O - CA
~ CD O
12"X12" LOUVERED VENT H
FOR HUB DRAIN ACCESS -
MAINTAIN REQUIRED
HEIGHTS AND
CLEARANCES FOR
DRINKING FOUNTAINS 2"
D ACCESS PANEL DETAIL
1 O Scale: 1/2"=1-0"
40"
O REAR WALI.
1/2" GYPSUM BOARD ON
2-1/2" METAL STUDS @ (D
16" O.C. THIS WALL
1/2" GYPSUM BOARD
ON 3-5/8" METAL -
STUDS @ 16" O.C. co� � m EO
FINISHED `Y' O N
FLOOR ~
SOAP GRAB BAR
DISPENSER
N
`V ADA DRINKING
FOUNTAIN
(REF PLUMBING)
WALL HYDRANT 9 MOUNTING HEIGHTS
(REF PLUMBING) Scale: 1/4" = V-0"
1/2" GYPSUM
BOARD ON 3-5/8"
METAL STUDS @
16" O.C. 8" HORIZONTAL BUMPER TRIMMED TO
8" SHORTER THAN THE SPACE WHERE
1/2" GYPSUM APPLIED, CENTER IN SPACE.
BOARD ON 2-1/2"
METAL STUDS @ 48" HIGH WALL WITH 1x WOOD CAP
16" O.C. PAINTED TO MATCH
C
McCUE TRIM KIT
INCLUDES BUMPER
GUARDS AND CART`90
STOP.
+' •09d 0 ! dli
0
FD
(V
CONTRACTOR SHALL LEAVE
AN AS -BUILT SET OF
CONSTRUCTION PLANS,
ROLLED UP AND PLACED
INSIDE 4"xW" PVC PIPE
MOUNTED HORIZONTALLY ON
THE WALL ABOVE THE DOOR
IVES WALL MOUNTED DOOR STOP
0
CD
00
v
6
A3a
1
A
NORTH
RESTROOM/OFFICE/BREAK ROOM PLAN
Scale: 1/4" = V-0"
36" CORNER GUARD
0
co
Scale: NTS
z
00
O O
co
Q 1 !3�
GENDER INTERNATIONAL
Tp SYMBOL OF
NEU 1 R ACCESSIBILITY
AI
HC WALL SIGN
SIGNAGE SHALL COMPLY WITH ANSI A117.1 2009 SIGNS
SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND
SYMBOLS SHALL CONTRAST WITH THEIR
BACKGROUND
o FINISHED
co ® FLOOR
r-- -- HC RESTROOM SIGN LOCATED ON THE WALL ADJACENT TO THE LATCH
.......... "" i Y SIDE OF THE DOOR OR ON THE NEAREST ADJACENT WALL,
PREFERABLY ON THE RIGHT
O N Q
ADA cn " ,
o N Z _; SE "° M M M o ACCESSIBILITY SIGNAGE
C, NOTE #2 O
EWC RAIL ELEV TOILET AND MIRROR UNIT BABY HAND DRYERCOAT HOOK
TOILET PAPER CHANGING
HOLDER STATION
NEW TACTILE EXIT SIGNAGE
iorrrn T!1 Tuicc+urrT ran nrTn II
FLOOR MOUNTED,
STEELTUBULAR
CART STOP
0
ro
y-8" HORIZONTAL BUMPER
ON EXTERIOR WALL,
TRIMMED TO 8" SHORTER
THAN THE SPACE WHERE
APPLIED, CENTER IN
SPACE. (SHOWN
SCREENED FOR CLARITY)
6 TACTILE EXIT SIG NAG E
Scale. 1/2 - 1-0
4'-0"
MIN 4'-0" MIN
---� -
CLEAR FLOOR
SPACE FOR o ° Z
LAVATORY
FIXTURE -
0)
— — — — — — — Z�
1'"
3 ADA CLEARANCES
Scale: NTS
MIRROR
W/ FRAME
1 '-6"
oil
z
Q�
co
_
=
o
O LO
_1 N
CV
10" x 6" LOUVERED
VENT, (1) IN EACH
RESTROOM
4" BASE
2 RESTROOM ELEVATIONS
Scale: NTS
CLEAR
FLOOR
SPACE
I
I
I
---------
0
0
co
FIN.
3/8" MIN TO 1/2" MAX
CONTRACTOR TO VERIFY THAT EXISTING
SIGNAGE COMPLIES WITH THIS DETAIL. IF
SIGNAGE DOES NOT COMPLY OR DOES
NOT EXIST THEN PROVIDE NEW PER
DETAILS & AS REQUIRED BY LOCAL
AUTHORITIES.
LR.
TACTILE CHARACTERS TO BE FONT
'SANS SERIF' (ALLUPPERCASE)
WITH MAX. HEIGHT OF 2", WIDTH TO
HEIGHT RATIO BTWN 3:5 AND 1:1
AND STROKE WIDTH TO HEIGHT
RATIO BTWN 1:5 AND 1:10.
CHARACTERS SHALL BE RAISED
1/32" FROM SIGN SURFACE.
SIGNAGE BACKGROUND TO BE
CONTRASTING COLOR TO TEXT
GRADE 2 BRAILLE EITHER
CENTERED OR JUSTIFIED LEFT
3/8" TO 1/2" MAX BELOW TACTILE
CHARACTERS. SEE ADA
ACCESSIBILITY GUIDELINES FOR
BRAILLE SPECIFICATIONS.
TACTILE EXIT SIGNAGE DETAIL
R
Scale: 6" = V-0"
34" A. F. F.
4 GRAB BAR DETAIL
Scale: NTS
MIRROR
SOAP
DISPENSER
PAPER TOWEL
HOLDER
U INSULATE
AROUND
PIPES
MIN
1'-6 ill
2
17" MIN.
4" BASE
BASS SECURITY SERVICES, INC. 888-774-3400 EXT. 2024
BASS SECURITY PARTS
B155
BOBRICK 24 OZ. SOAP DISPENSER
B2740
BOBRICK DOUBLE TOILET TISSUE DISPENSER
B253
BOBRICK PAPER TOWEL DISPENSER
54-US32D
BURNS PUSH PLATE
5410-32D-26D-GRIP
BURNS PULL PLATE
DDH-2250 **
DETEX DOUBLE DOOR HOLDER
DS/1000MB
DOOR SCOPE (FOR RECEIVING EXIT DOOR)
608Z
8" DOOR HOLDER
770SAV-3FT
3 FT DOOR SWEEP
770SAV-4FT
4 FT DOOR SWEEP
W1 0 1 S-DAN E-626
FALCON PASSAGE LEVERSET
W581 PD-DANE-626
FALCON STOREROOM LEVERSET
A-24x36
GAMCO 24" x 36" ANGLE FRAME MIRROR
150Sx36
GAMCO 1 1/2" X 36" GRAB BAR
150Sx42
GAMCO 1 1/2" X 42" GRAB BAR
150Sx18
GAMCO 1 1/2" X 18" GRAB BAR
MS-1
GAMCO MOP HOLDER
5400
HAGER DOOR CLOSER
7015SC8-26D *
ILCO RIM CYLINDER
402-1/2B-26D
IVES WALL STOP
452B26D-4
IVES 4" DOOR HOLDER
8400-S32D-8X34
IVES KICK PLATE
NATIONAL GUARD HD THRESHOLD
425 HD - 6 FT.
(FOR RECEIVING EXIT DOOR)
TA331OPC
TACO DOOR VIEWER
2670-28
VON DUPRIN GUARD-X EXIT ALARM LOCK
2609 **
VON DUPRIN GUARD-X DOUBLE DOOR STRIKE
892SAV-84INCH
WEATHERSTRIPPING
* MUST HAVE ONE RIM PER EXIT DEVICE.
** MUST HAVE DOUBLE DOOR STRIKE AND TWO DOUBLE DOOR
HOLDERS FOR ALL DOUBLE EXIT DOORS.
REST ROOMS:
1. RESTROOMS SHALL COMPLY WITH ALL BUILDING (FEDERAL,
STATE, AND LOCAL) FIRE, AND HEALTH DEPARTMENT CODES
AND ADA REQUIREMENT.
2. PROVIDE AND INSTALL 2'x3' MIRROR (OR LARGER IF REQUIRED
BY CODE).
3. CONTRACTOR TO INSTALL SOAP DISPENSERS, TOILET PAPER
HOLDERS, DOOR CLOSERS, DOOR HOLDERS, EXHAUST FANS,
AND ALL BASS SECURITY PARTS IN BOTH
RESTROOMS. FAUCETS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING OF THE WRIST.
4. INSTALL INSULATION ON ALL EXPOSED PIPES BELOW SINKS
AND LAVATORIES TO COMPLY WITH STATE AND LOCAL CODES.
5. SEE FIXTURE MOUNTING HEIGHTS FOR ALL TOILET ROOM
ACCESSORIES. VERIFY HEIGHT WITH LOCAL CODES.
6. CONTRACTOR TO VERIFY LOCATION OF OWNER SUPPLIED
TOILET ACCESSORIES WITH ARCHITECT PRIOR TO
INSTALLATION.
7. 6"x9" ACCESSIBLE TOILET ROOM SIGNAGE TO BE WHITE TEXT
AND SYMBOLS ON BLUE BACKGROUND, TYP. VERIFY
REQUIREMENTS WITH LOCAL CODES.
8. WHERE WASTE RECEPTACLES, DISPENSERS AND OTHER
EQUIPMENT WITH CONTROLS ARE PROVIDED, AT LEAST ONE
OF EACH IN EACH TOILET ROOMS SHALL BE LOCATED ON AN
ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS WITHIN 48"
FROM THE FINISHED FLOOR.
18" VERTICAL
GRAB BAR PER
CODE
STAINLESS STL.
GRAB BAR
2 ROLL TOILET
TISSUE HOLDER
IFI
MIME
54 MIN.
42 MIN.
39"-41"
12
d
M M
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 2/1 8/201 8 PERMIT SUBMITTAL
01 /1 1 /2019 OWNER REVIEW
02/07/201 9 BID SET
03/04/2019 ADDENDUM 01 01
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
ENLARGED PLANS
AND TOILET ROOMS
DO NOT SCALE DRAWING
Project No.
Drawing No.
,JCDT.18.0233
A6
1" CONDUIT
EMS PANEL
BELOW —
RECEIVING AREA
103
rAT'I
UNISTRUT 10' LONG
TERED ON ENDCAP
.F.F. ON THREADED
CLOSE TO BACK AS
NISTRUT MOUNTED
FLAT SIDE DOWN.
CABLE TRAY NOTE:
GC SHALL PROVIDE
J AND INSTALL WHITE
CABLE TRAY LINER
116-2 1 /2"
SALES AREA
102
eo
M
N
15-8
BUNDLE ALL
uORES AND
GRAPHIC UNISTRUT 10' LONG ROUTE O CABLE o
TO BE CENTERED ON ENDCAP TRAY
AT 1V-0"A.F.F. ON THREADED 2'-6" TEE. TYP.
�01
ROD. AS CLOSE O BACK AS CA 3LE TRAY
POSSIBLE. UNISTRUTMOUNTED C T TO FIT
FLAT SIDE DOWN.
**PRE -PUNCHED 1 1/4" h�
GALVANIZED ANGLES ARE p
APPROVED EQUAL TO UNI-STRUT
2 CABLE TRAY PLAN
Scale: NTS
GRAPHIC UNISTRUT 10'
LONG TO BE CENTERED ON
AUTOMATED DOORS AT
1 T-0" A.F.F. ON THREADED
OD. UNISTRUT MOUNTED
FLAT SIDE DOWN.
N
Un
N
a �o
4'
n
3 5/8" 20 GA. METAL
STUD TO
1/2" MIN GYP STRUCTURE ABOVE
BD TO DECK
ABOVE
C 1
BOX HEADER: I
2 X 4 A.C.T. CLG�
_
(2) 6" 20 GA. METAL
@ 8'-0" A.F.F.
STUDS W/ 3 5/8"
TRACK TOP AND
5/8" GYPSUM BOARD
BOTTOM.
TO 6" ABOVE FINISHED
CEILING
B.O. BULKHEADjk
@ T-0" A.F.F.
NOTE: IF A GYPSUM BOARD
CEILING IS INSTALLED IN
THE HALLWAY AN ACCESS PANEL MUST BE
INSTALLED FOR ACCESS TO THE WATER HEATER.
(MINIMUM 20"x30")
SECTION
AT SOFFIT
REFLECTED CEILING PLAN
Scale: 1" = V-0"
3/32" 7x7 AIRCRAFT
CABLE. INSTALL HANGER
CABLES USING ALL
ATTACHMENTS DEVICES
AS SPECIFIED BY WIRE
MANUFACTURER.
TOP OF LIGHT FIXTURE
MOUNTED @ 1 V-0" A.F.F.,
MOUNT WITH AIRCRAFT
CABLE TO UNISTRUT,
UNISTRUT ATTACHED TO
UNDERSIDE OF PURLIN. -
3 LIGHT ATTACHMENT DETAIL
Scale. 1 1/2 = 1-0
Scale: 1/8" = V-0"
TOP OF PEMB
PURLIN (TYP)
ROSS RUNNERS
10. 12 ga VERTICAL
IANGERS
IIN. OF THREE
URNS
IAIN RUNNER
SUSPENDED GRID DETAIL
GENDER NEUTRAL
T @ 8'-0" A.F.F.
NTERED IN ROOM
1. — . - - GENDER NEUTRAL
OPEN TO ABOVE
CENTER LIGHT IP
ROOM
OPEN TO ABOVE
CENTER LIGHT II
ROOM
METAL PANEL
CEILING (BY P
a 10'-0" A. F. F.
BREAKROOM
Scale: 1" = V-0"
LEGEND
PANEL/CIRCUIT NO.
A/12
LIGHT FIXTURE TYPE
A
NIGHT LIGHT CIRCUIT
A
NL
LIGHT FIXTURE TYPE
B
LIGHT FIXTURE TYPE
C
LIGHT FIXTURE TYPE
D
SUSPENDED CEILING GRID &
ACOUSTICAL CEILING TILE
EMERGENCY LIGHT
W/BATTER BACKUP
K
LIGHT EXIT SIGN W/
BATTERY BACKUP
EXIT N
WALL PACK
J
BI-DIRECTIONAL
SECURITY LIGHTING
SUPPLY DIFFUSER
RETURN DIFFUSER
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01/11/2019
OWNER REVIEW
02/07/2019
BID SET
03/04/2019
ADDENDUM 01
01
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
REFLECTED CEILING PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
,JCDT.18.0233
A9
I
NORTH
1 HVAC LAYOUT
Scale. 1/8 — 1 -0
SUPPLY
(TYP. 2)
TO DROP DIFFUSER
GENERAL NOTES
1. GENERAL NOTES ARE APPLICABLE TO ALL HVAC DRAWINGS.
2. PERFORM WORK IN ACCORDANCE WITH THE LATEST
EDITIONS, REVISIONS, AMENDMENTS, OR SUPPLEMENTS OF
APPLICABLE STATUTES, ORDINANCES, CODES OR
REGULATIONS OF FEDERAL, STATE, AND LOCAL
AUTHORITIES HAVING JURISDICTION IN EFFECT ON THE
DATE BIDS ARE RECEIVED.
3. WHERE APPROVED STANDARDS HAVE BEEN ESTABLISHED
BY OSHA, UNDERWRITERS LABORATORIES, AMERICAN
CODES, ASA, ASHRAE, ARI, NEC, STATE FIRE INSURANCE
REGULATION BODY, NFPA OR OTHERS.
4. THESE STANDARDS SHALL BE FOLLOWED WHETHER OR NOT
INDICATED ON THE DRAWING AND SPECIFICATIONS.
5. ALL DUCT TO BE OF 2" PRESSURE CLASS, UNLESS NOTED
OTHERWISE.
6. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER
DIFFUSER AND GRILLE LOCATIONS. LOCATE DIFFUSERS AND
GRILLES TO ACCOMMODATE LIGHTING LAYOUT.
7. PROVIDE TURNING VANES IN SUPPLY DUCT ELBOWS.
PROVIDE TURNING VANES IN RETURN AND EXHAUST
ELBOWS ONLY WHERE INDICATED ON PLANS.
8. DUCT SIZES SHOWN ARE NET FREE AREA.
9. PROVIDE FLEXIBLE DUCT CONNECTION BETWEEN AIR
CONDITIONING UNIT AND DUCTWORK.
10, WHERE SINGLE SUPPLY DUCTS SPLIT INTO TWO DUCTS
MAINTAIN EACH BRANCH DUCT SIZE THROUGH SPUTTER
FITTING AND PROVIDE SINGLE TRANSITION ON UPSTREAM
SIDE OF SPUTTER FITTING.
11. DUCT DETECTORS SHALL BE ACCESSIBLE FOR CLEANING
AND MOUNTED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTION. ACCESS DOORS AND/OR
PANELS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA
90A. THE LOCATION OF ALL DETECTORS IN AIR DUCT
SYSTEMS SHALL BE PERMANENTLY AND CLEARLY
IDENTIFIED AND RECORDED.
LEGEND
OT
THERMOSTAT CONTROL
SD
SMOKE DETECTOR
TS
TEMPERATURE SENSOR
OT
OUTSIDE AIR TEMPERATURE SENSOR
SUPPLY DUCT IN SECTION
RETURN OR EXHAUST
DUCT IN SECTION
�--F
VOLUME CONTROL DAMPER
FIRE DAMPER
---�/1
CEILING SUPPLY DIFFUSER
CEILING RETURN GRILLE
O
NOTES BY SYMBOL
CUBIC FEET
CFM PER MINUTE
NK NECK
AFF ABOVE FINISHED
FLOOR
DN DOWN
CD CONDENSATE DRAIN
EXH. EXHAUST
SA SUPPLY AIR
REQ'DREQUIRED
RA RETURN AIR
DMPR DAMPER
FD FIRE DAMPER
EXIBLE CANVAS
� ECTIO N
HORIZONTAL AIR SCOOP
ROUND SUPPLY AIR DUCT.
CONNECT BRANCH TO
SUPPLY AIR DUCT DROP,
ABOVE DIFFUSER.
r
VOLUME DAMPER
UCT DROP
(FLEXIBLE DUCT NOT
ALLOWED)
SUPPLY / RETURN AIR
CONCENTRIC DIFFUSER
MODEL NUMBER: 01-530-22
NOTE:
INSTALL HORIZONTAL AIR SCOOP HAVING A CONTINUOUSLY CURVED CROSS SECTION AND BALANCING
DAMPER AT DUCT CONNECTION TO DIVERT SUPPLY AIR INTO THE CONNECTED DUCTWORK. LENGTH OF
SCOOP SHALL BE LIMITED TO THE WIDTH OF THE SUPPLY AIR ANNULAR SPACE.
CONCENTRIC DIFFUSERS, AVAILABLE THROUGH YORK, CAN BE USED ON ALL VENDORS EQUIPMENT,
CONTACT YORK NATIONAL PRICING FOR INFORMATION. LOCATE THE BOTTOM OF DIFFUSER AT 12'-0" AFF.
TYPICAL SUPPLY BRANCH
CONNECTION & BLANK -OFF DETAIL
Scale: N.T.S.
CONSULTANT:
SEAL: HENRY D. MONTAGUE, PE 78172
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /2019
OWNER REVIEW
02/07/201 9
BID SET
03/04/2019
ADDENDUM 01
O1
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG
H. MONTAGUE
Date
Dept Mgr Approval
08/07/2018
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: ,John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
HVAC LAYOUT
DO NOT SCALE DRAWING
Project No.
Drawing No.
,JCDT.18.0233
M1
1 PLUMBING PLAN
Scale. 1/8 — 1-0
PLUMBING FIXTURE SCHEDULE
MARK
DESCRIPTION
HW
CW
WASTE
VENT
REMARKS
CONNECTION
CONNECTION
CONNECTION
CONNECTION
20"X18" WALL HUNG ADA LAVATORY W/ FRONT OVERFLOW, CONCEALED HANGERS & 4" CENTERS.AMERICAN STANDARD LUCERNE
#0355.012 OR EQUAL. FAUCET SHALL BE POLISHED CHROME -PLATED CAST BRASS BODY WITH 4" SPOUT, 4" BRASS WRIST BLADE, 0.5
LAV-1
ADA LAVATORY
1/2"
1/2"
2"
1-1/2"
GPM SPRAY AND POP-UP DRAIN. AMERICAN STANDARD MONTERREY #5502.175 PROVIDE WATTS MODEL USG-B-M1 ASSE 1070 MIXING
VALVE OR EQUAL. INSULATED EXPOSED DRAIN & WATER PIPES WITH TRUEBRO LAV GUARD KIT #102 E-Z. PROVIDE SUPPLIES, STOP
VALVES AND P-TRAP.
FLOOR MOUNTED ADA VITREOUS CHINA ELONGATED 1.28 FLUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET,
WC-1
ADA WATER CLOSET
-
1/2"
4"
2"
FLUSH TANK WITH 12" ROUGH -IN. AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT" #2002.014 OR EQUAL. PROVIDE STOP VALVE,
FLEXIBLE SUPPLY LINE, OPEN FRONT SEAT (AMERICAN STANDARD #5901.100 OR EQUAL).
FLOOR MOUNTED ADA VITREOUS CHINA ELONGATED 1.28 FLUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET,
ADA WATER CLOSET RIGHT-
FLUSH TANK WITH 12" ROUGH -IN. AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT" #2002.014 OR EQUAL WITH ALTERNATE TANK
WC-2
HAND TRIP LEVER
_
1/2
4
2
ASSEMBLY #4266.804 (RIGHT HAND TRIP LEVER). PROVIDE STOP VALVE, FLEXIBLE SUPPLY LINE, OPEN FRONT SEAT (AMERICAN
STANDARD #5901.100 OR EQUAL).
PROVIDE 10 GALLON ELECTRIC WATER HEATER, 1.65KW @ 120V WITH MANUFACTURER SUPPLIED TEMPERATE AND PRESSURE RELIEF
VALVE. (A.O. SMITH #EJC-10, OR EQUAL).
PROVIDE THERMAL EXPANSION TANK. (AMTROL THERM-X-TROL ST-12, OR EQUAL).
EXPANSION TANK SUPPORT:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SUPPORT FOR THE EXPANSION TANK. SUPPORT TO ADJACENT WALL
ELECTRIC WATER
OR FROM EXISTING STRUCTURE ABOVE WITH UNISTRUT. DO NOT SUPPORT FROM PIPE ALONE.
EWH-1, 2
HEATER
3/4"
3/4"
_
_
PROVIDE DRAIN PAN UNDER WATER HEATERS.
PROVIDE SEISMIC STRAPPING ON WATER HEATERS.
TERMINATE (EWH-1) DRAIN LINE IN WALL DRAIN BOX. HUB DRAIN (HD-1) TO AND (EWH-2) DRAIN LINE IN MOP SINK (MS-1). PROVIDE FULL
SIZE T&P RELIEF LINE, (EWH-1 ONLY) SET WATER HEATER TEMPERATURE AT 110°F MAXIMUM. PROVIDE HOT WATER TEMPERING VALVE
SET AT 110°F. REFER TO DETAIL 2/P2.
(EWH-2 ONLY) REFER TO DETAIL 4/P2 FOR ADDITIONAL INFORMATION.
24" X 24" MOLDED STONE MOP SERVICE BASIN, WITH T DRAIN. FIAT #MSB-2424 OR EQUAL. PROVIDE SERVICE
MS-1
MOP SINK
3/4"
3/4"
3"
2"
FAUCET WITH PAIL HOOK & INTEGRAL VACUUM BREAKER, MOP BRACKET, FLAT STAINLESS STEEL STRAINER AND HOSE & BRACKET. FIAT
#830 AA, 889 CC, 1453 BB & 832 AA OR EQUAL, PROVIDE SUPPLIES AND P-TRAP.
BARRIER FREE ELECTRIC
TWO -STATION, WALL MOUNTED, ELECTRIC DRINKING FOUNTAIN, BARRIER -FREE ACCESS (ADA), FRONT ONLY EASY TOUCH CONTROL,
EDF-1
DRINKING FOUNTAIN
1/2"
2"
1-1/2"
HIGH UNIT ON RIGHT. ELKAY #EZTLRDDC OR EQUAL. PROVIDE SUPPLY, STOP VALVE & P-TRAP. PROVIDE CANE APRON AS REQUIRED.
FREEZE -PROOF WALL HYDRANT WITH BRONZE BODY & ANTI -SIPHON VACUUM BREAKER, BOX AND LOCKING COVER. PROVIDE WITH
WH-1
WALL HYDRANT
3/4"
-
-
_
HOSE CONNECTION AND MOUNT AT 24" ABOVE GRADE. WOODFORD #1365 OR EQUAL.
WCO-1
WALL CLEAN -OUT
-
-
AS SHOWN ON
-
SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL.
PLANS
HD-1
HUB DRAIN
1/2"
-
3"
2"
PROVIDE 3" PIPE SIZE WITH FUNNEL AND 1/2"0 TRAP PRIMER CONNECTION. JOSAM, ZURN OR EQUAL.
PROVIDE PRESSURE DROP ACTIVATED BRASS TRAP SEAL PRIMER, WITH REMOVABLE FILTER SCREEN. MIFAB #M2-500. NO
SUBSTITUTIONS.
TP-1
TRAP PRIMER
-
1/2"
_
PROVIDE AIR GAP FITTING. MIFAB #MIGAP. NO SUBSTITUTIONS.
PROVIDE DISTRIBUTION UNIT, WHERE TRAP PRIMER SERVES MULTIPLE FLOOR DRAINS, MIFAB #MI-DU-500. NO SUBSTITUTIONS.
ECO-1
EXTERIOR CLEAN -OUT
-
-
4"
-
PROVIDE TRAFFIC RATED, 2-WAY, EXTERIOR CLEANOUT. TYLER PIPE #003519, OR EQUAL.
AS SHOWN ON
PROVIDE ADJUSTABLE FLOOR CLEANOUT WITH WATERTIGHT TAPERED THREADED PLUG AND ROUND SCORIATED SECURED TOP,
FCO-1
FLOOR CLEAN -OUT
_
_
PLANS
ADJUSTABLE TO FINISHED FLOOR. SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL.
I. E. - 4.00' FOR
0 CIVIL DWGS
:ROM LAV,
DN TO LAV-1
:ROM EDF-1
D
:ROM LAV,
DN TO LAV-1
NOTES:
1. PUBLIC SANITARY SEWER CONNECTION IS REQUIRED.
2. SEPTIC SYSTEM NOT ALLOWED WITHOUT WRITTEN
APPROVAL OF DOLLAR GENERAL STORE DESIGN.
3. HOLDING TANK SYSTEMS ARE NOT ALLOWED.
4. LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR
GENERAL APPROVAL.
5. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC UTILITY
CONNECTIONS (GAS, WATER, ELECTRIC, SEPTIC) AS WELL
AS INFRASTRUCTURE REQUIRED BY UTILITY COMPANY.
6. COORDINATE CLEANOUT LOCATION WITH FIXTURE
LAYOUT.
7. EWH-1 & EWH-2 REQUIRE PAN DRAIN TERMINATION AND
MEANS OF PREVENTING AND CONTROLLING THERMAL
EXPANSION. REFER TO 2017 FBC.
FAI
1" CW T
2"VUP�
2" V DN TO WC-1
CY-
112" CW DN TO WC-1
SALES AREA
102
2" V DN TO WC-1
1/2" CW DN TO WC-1
ISOLATION VALVE (TYP)
2" V
2" V
qW]
WC-1
I— — 1" CW
GENbER NEUTRAL
I 104
( I LAV-1
iL.
HD-1 --
40F I
EDF-1
1" CW=--►I""i
3/4" CW
to
�t I
LAV-1
GEND�R NEUTRAL
105
r__-1/2" CW
WC-1
ENLARGED RESTROOM PLAN
-1 1/2" V UP FROM
LAV, 1/2" HW/CW DN
TO LAV-1
EWH-1
11/2"VUP
FROM EDF-1
N7.9
-3/4" CW DN
TO WH-1
-3/4" HW/CW TO
EWH-1, SEE 6/P2
FOR PIPING DIAGRAM
1/2" CW DN
TO EDF-1
1 1/2" V UP FROM
LAV, 1/2" HW/CW DN
TO LAV-1
Scale: 1/4" = V-0"
CONSULTANT:
SEAL: HENRY D. MONTAGUE, PE 78172
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /201 9
OWNER REVIEW
02/07/201 9
BID SET
03/04/201 9
ADDENDUM 01
01
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG
H. MONTAGUE
Date
Dept Mgr Approval
08/07/201 8
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
PLUMBING PLANS
AND SCHEDULE
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
P1
VACUUM
SHUT-OFF VALVE
UNION (TYP.)
THERMAL EXPANSION TANK SIZE PER
MANUFACTURER'S RECOMMENDATIONS
C.W. MAKE-UP
MIXING VALVE SPARCO
MODEL: MX127LF
H.W. TO FIXTURES (120°F)
HEAT TRAP
TEMPERATURE AND PRESSURE
RELIEF VALVE
DISCHARGE FULL SIZE OF VALVE
DISCHARGE PIPE TO MOPSINK OR
FUNNEL DRAIN AND TERMINATE
WITH ELBOW TURNED DOWN
HB
4" DEEP GALV
DRAIN PAN
INSTALL WATER HEATER ABOVE CEILING
ON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O.C.
SPANNING SURROUNDING WALLS. COORDINATE
STRUCTURAL SUPPORT FRAMING WITH G.C.
1" DRAIN LINE. ROUTE TO HUB DRAIN
AND TERMINATE WITH ELBOW TURNED DOWN
WATER HEATER EWH-1 DETAIL
SHUT-OFF VALVE
C.W. MAKE-UP
H.W. TO FIXTURES
THERMAL EXPANSION TANK SIZE
PER MFG. RECOMMENDATIONS —
TEMPERATURE AND
PRESSURE RELIEF VALVE
DISCHARGE FULL SIZE OF VALVE
DISCHARGE PIPE TO MOP SINK OR
FLOOR DRAIN AND TERMINATE
WITH ELBOW TURNED DOWN
1" DRAIN LINE. ROUTE TO MOPSINK
OR FLOOR DRAIN AND TERMINATE
WITH ELBOW TURNED DOWN
PROVIDE AND INSTALL WALL MTD.
MOP HOLDER SO MOPS ALWAYS
DRIP INTO MOP SINK.
PROVIDE 2" AIR GAP
FOR T&P RELIEF AND
DRAIN LINE PIPING
RECEIVING AREA FLOOR
ALUMINUM CORNER GUARDS
ON MOP SINK WING WALL.
WATER HEATER @ RECEIVING
\ SOIL OR
WASTE
Scale: No Scale
WATER HEATER
"EWH-2"
Scale: No Scale
VENT
�TN
I
SEWER ~'�\ ✓,I
NOTE:
CONNECT VENT TO SOIL OR WASTE PIPING
SOIL OR ABOVE CENTERLINE. UNDER SLAB HORIZONTAL
WASTE ` j CONNECTIONS OF VENT PIPING TO WASTE
SEWER SEWER SYSTEM PIPELINE SHALL NOT BE
ALLOWED.
VACUUM BREAKER
EAT TRAP
4" DEEP GALV. DRAIN PAN
3/4"CW
1 /2"CW
3/4"CVV o �1"CW / �1" CW U/G.
FOR CONT.
>'-EWH-2REFER TO
j 3/4"HW 1 "CW,,-'CIVIL DWGS.
�o /
3/4"CW WC-2
3/4"CW--"'*1 1"CW
II MS-1 '`/3/4"HW o\�----1/2"HW
U a 1/2"CW
ll /EWH-1 � Q'r
1`1�1/2"CW TRAP
PRIMER
r : 4
TP-1 TO LAV-1
HUB
1 /2"CW DRAIN
WC-1 I 3/4"CW
�1 /2"CW
WH-1
LAV-1
EDF-1
INSTALL WATER HEATER ABOVE MOP SINK
AT T-6" A.F.F. ON 8" 20 GA. STEEL STUD
JOISTS SPACED 8" O.C. SPANNING
SURROUNDING WALLS. COORDINATE
STRUCTURAL SUPPORT FRAMING WITH
GENERAL CONTRACTOR.
INSTALL FRP @ 48" A.F.F.
60" WIDE ON THIS WALL.
VENT PIPE INSTALLATION DETAIL
Scale: No Scale
2"V
4" SAN
FCO-1
EWH-1 TO DRAIN INTO
HUB DRAIN (HD-1).
EWH-2 TO DRAIN INTO
MOP SINK (MS-1)
REFER TO SHEET P1 FOR
ADDITIONAL INFORMATION.
COLD & HOT WATER DIAGRAM
4" VENT THRU WALL.
ELBOW DN AND COVER
W/ INSECT SCREEN —�
Scale: No Scale
1►NV/
WC-1 ECO-1
I I
1 1/2" V j
HD-1 i I i LAV-1 4" SAN
I
WCO-1
EDF-1
3" SAN
3" SAN
WCO-1
"SAN
REFER TO SHEET P1 FOR
ADDITIONAL INFORMATION.
SANITARY & VENT DIAGRAM
Scale: No Scale
EXTRA HEAVY DUTY CAST
IRON ADJUSTABLE SCORIATED
SECURED COVER.
BRONZE TAPER THREAD PLUG
WITH COUNTER SUNK HEAD
FLUSH WITH I
FLOOR LINE __.._
CLEAN -OUT TO BE TYLER PIPE -
MODEL 003533 SERIES OR EQUAL FLANGE
INSTALLATION SHALL BE FLUSH WITH
SURROUNDING FLOOR SURFACES. WASTE LINE LENGTH TO SUIT
FLOW � 1 I 4" FLOW 4„
H���
THIS DETAIL USED FOR 4"
SANITARY LINE RUN
BELOW FIXTURE RACKING.
SEE PLANS.
1 2-WAY YARD CLEAN OUT DETAIL
Scale: No Scale
GENERAL PLUMBING NOTES & SPECIFICATIONS
1. GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING WORKING DRAWINGS.
2. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST
EDITION OF THE PREVAILING LOCAL PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN
CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT
STANDARD SHALL APPLY.
3. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION.
4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR PAYING RELATED
FEES.
5. ROUGH -IN DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH GENERAL CONTRACTOR AND FIELD
SUPERVISOR.
6. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES.
7. PROVIDE ACCESS PANELS ON ALL INACCESSIBLE VALVES AND CLEANOUTS. ACCESS PANELS SHALL BE PROVIDED BY
GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR LOCATION. MOUNT SHUT-OFF
VALVES NO HIGHER THAN 12'-8" AFF.
8. ALL WORK SHALL BE PROPERLY TESTED, BALANCED AND CLEANED. PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL
INSPECTION ON ALL PARTS AND LABOR.
9. FOLLOW PDI STANDARDS FOR WATER HAMMER ARRESTORS.
10. ALL FIXTURES TO BE SUPPLIED & INSTALLED BY PLUMBING CONTRACTOR,.
11. GENERAL CONTRACTOR SHALL COORDINATE WATER METER LOCATION AND INSTALLATION WITH LOCAL AUTHORITIES AND
CIVIL DRAWINGS.
12. PROVIDE BUILDING SERVICE LINE 5'-0" FROM BUILDING LINE, OR INSIDE BUILDING FROM OUTLET SIDE OF METER AS SHOWN
ON CIVIL SITE PLAN. COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS AND AT JOB SITE. IF LOCAL MUNICIPALITIES
REQUIRE BACKFLOW PREVENTION DEVICE, A MINIMUM RPZ TYPE SHALL BE PROVIDED.
13. SANITARY SEWER PIPING SHOWN IS BASED ON 0.1267FT FOR 3"-6" & 0.25"/FT FOR 2 1/2" OR LESS FOR ALL PIPING.
COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS.
14. TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER IF REQUIRED BY LOCAL BUILDING CODE
OFFICIALS.
15. VTR'S SHALL BE LOCATED A MINIMUM OF 5' FROM ANY PARAPET WALL AND 10, FROM ANY RTU AIR INTAKE.
16. FURNISH ALL MATERIAL, LABOR, EQUIPMENT, AND ACCESSORIES AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC
PIPING SYSTEMS AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS.
17. SANITARY SEWERS
a. INSTALL SANITARY SEWERS, STACKS, VENTS, DRAINS, CLEANOUTS, ETC., AS INDICATED ON THE DRAWINGS.
b. SEWERS TO BE PITCHED A MINIMUM OF 1/4" PER FOOT FOR 3" SIZES AND UNDER AND 1/8" PER FOOT FOR 4" SIZES AND
LARGER OR TO GRADES INDICATED ON DRAWINGS.
c. CHANGES IN DIRECTION AND BRANCH CONNECTIONS SHALL BE MADE WITH APPROVED DRAINAGE FITTINGS
COMPATIBLE WITH THE PIPING SYSTEM MATERIAL IN WHICH IT IS INSTALLED.
d. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH CODE.
e. VENTS ARE TO BE EXTENDED THROUGH WALL IN ACCORDANCE WITH PEMB MANUFACTURER'S DETAILS OR THROUGH
ROOF AS INDICATED ON DRAINS AND FLASHED WITH 4 LB. LEAD WITH VENT FLASHING TOP TURNED DOWN TWO (2)
INCHES MINIMUM INSIDE PIPE.
18. BELOW GRADE SANITARY INSIDE BUILDING
a. SERVICE WEIGHT- PVC AND CPVC ASTM A74-82 WITH ASTM C564-70 NEOPRENE COMPRESSION JOINTS OR NO -HUB
b. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS.
19. ABOVE GRADE SANITARY SEWER AND VENT
a. NO -HUB CAST IRON PIPE CISPI 1-301-78.
b. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS (IN CONCEALED AREAS ONLY,
PVC SHALL NOT BE INSTALLED IN CEILING PLENUMS).
c. SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A53-83 WITH CAST IRON SCREWED FITTINGS ANSI B16.22 1983.
20. DOMESTIC WATER PIPING
a. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, VALVES, HANGERS AND OTHER
ACCESSORIES. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE
INSTALLATION.
b. INCLUDE UNIONS, OR OTHER DISCONNECT MEANS, STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT.
VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE INTENDED AS MANUFACTURED BY NIBCO, CRANE OR
MILWAUKEE. INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE.
c. PROVIDE WATER HAMMER ARRESTERS OF TYPE AS INDICATED ON THE DOMESTIC WATER RISER DIAGRAM. THESE
SHALL BE ASSE 1010 OR PDI-WH2O1, PISTON TYPE WITH PRESSURIZED METAL -TUBE CUSHIONING CHAMBER AS
MANUFACTURED BY SIOUX CHIEF, AMTROL, JOSAM OR ZURN.
d. HANGERS ON INSULATED PIPE TO BE OUTSIDE OF INSULATION, SIZED ACCORDINGLY AND WITH A SUFFICIENT SADDLE
TO PROTECT INSULATION.
21. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS:
a. ABOVE GRADE - TYPE "L" HARD COPPER ASTM B88-832 WITH WROUGHT COPPER FITTINGS ASTM B16.22 1980 AND
NON -LEAD OR ANTIMONY SOLDER JOINTS.
b. BELOW GRADE - CPVC OR PVC WITHOUT SPLICES OR FITTINGS.
c. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING
DEPARTMENT AND HEALTH DEPARTMENT CODES.
d. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING WILL
3" VENT THRU WALL. NOT BECOME EMBEDDED IN THE FLOOR SLAB.
ELBOW DN AND COVER e. ALL PIPING UNDER CONCRETE FLOOR SHALL BE CPVC PIPING, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE
� ALLOWED.
� W/INSECT SCREEN
f. EXTREME CAUTION MUST BE TAKEN SO THAT NO PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES
CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB.
ECO-1
I
I
I
I
�1 1/2" V
I
I
WCO-1
3" SAN
MS-1
PROVIDE CLEANOUT WITH ADJUSTABLE CLEANOUT
TOP WITH VARIATIONS SUITABLE FOR FLOOR
COVERING (CARPET MARKER, RECESSED FOR TILE,
SCORIATED FOR UNFINISHED FLOORS). CLEAN THE CLEANOUT PLUG AS SPECIFIED.
TOP OF EXPOSED FCO AFTER INSTALLATION. APPLY TEFLON JOINT COMPOUND
TO THE CLEANOUT PLUG THREADS
FLOOR SLAB ON GRADE
SAME SIZE AS SEWER
UP TO 4" MAXIMUM MEMBRANE CLAMP
AS REQUIRED FOR LONG SWEEP ELBOW AT
DEPTH OF SEWER END OR TURN OF RUN
SANITARY AND/OR COMBINATION WYE AND
STORM SEWER, SIZE _ EIGHTH BEND IN RUN,
PER PLAN F REDUCING TYPE IF REQUIRED.
rj ENTER TOP OF PIPE.
DIRECTION OF FLOWF
REFER TO SPECIFICATIONS AND SCHEDULE FOR MORE
INFORMATION. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS,
AT TURNS OF PIPE GREATER THAN 45°, AT 50' INTERVALS ON
STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS AND
RISERS. PROVIDE BACKFILL PER ARCHITECTURAL
SPECIFICATIONS. LOCATE CLEANOUT WHERE THERE IS 18"
CLEAR AROUND, FOR ACCESSIBILITY. CONSULT LOCAL CODES
AND OFFICIALS FOR OTHER REQUIREMENTS.
FLOOR CLEAN OUT DETAIL
Scale: No Scale
LEGEND
SS
SANITARY SEWER
-- — - -—
DOMESTIC COLD WATER
----
DOMESTIC HOT WATER
CD
CONDENSATE DRAIN
------------
PLUMBING VENT
UNION
Ibi—
PLUG COCK
C -
ELBOW -TURNED DOWN
o-----
ELBOW - TURNED UP
-- - --
TEE - TURNED DOWN
----�----
TEE - TURNED UP
-- ---
GATE VALVE
--COI---
BALL VALVE
--�I---
CHECK VALVE
_—
SHUT-OFF VALVE
IN VERTICAL LINE
T & P RELIEF VALVE
FCO
FLOOR CLEANOUT
&0 YCO
YARD CLEANOUT
-- —D0=0 WH
WALL HYDRANT
--a-WCO
WALL CLEANOUT
FD FLOOR DRAIN HW HOT WATER
DN DOWN CW COLD WATER
VTR VENT THRU ROOF CONT. CONTINUATION
U/G UNDER GROUND I.E. INVERT
SAN SANITARY SEWER ELEVATION
V PLUMBING VENT CD CONDENSATE
DRAIN
OUTSIDE
INSIDE
CORE DRILL WALL FOR EXISTING
CIRCLE CUT NEW OR EXISTING STUD
MASONRY OR CONCRETE
CONSTRUCTION AND PROVIDE
CONSTRUCTION v
GALVANIZED STEEL PIPE FOR 6" AND
SMALLER. PROVIDE 10 GAUGE
GALVANIZED SHEET STEEL ROUND TUBE
FOR 6" AND LARGER. CAULK SLEEVE IN
PROVIDE GALVANIZED STEEL PIPE WITH;::
PLACE.
RETAINING RING TO ANCHOR PIPE AND
ACT AS A WATER STOP. GROUT IN PLACE
FOR EXISTING MASONRY OR NEW
PACK ANNULAR SPACE WITH
CONCRETE CONSTRUCTION.
FIBERGLASS INSULATION AND PROVIDE
—_—_ _—_—
WATERPROOF NON- SHRINK SILICONE
SEALANT ON INSIDE AND OUTSIDE
PROVIDE CAST IRON WALL PIPE WITH
a
FLUSH WITH WALL.
RETAINING RING TO ANCHOR PIPE
AND ACT AS A WATER STOP. POUR IN I 1
PLACE FOR NEW CONCRETE
PROVIDE ESCUTCHEON FOR EXPOSED
CONSTRUCTION.
PIPE IN FINISHED SPACE
NOTE:
PIPING ARRANGEMENT SHOWN IN SCHEMATIC.
ADJUST TO SUIT FIELD CONDITIONS.
REFER TO SPECIFICATIONS FOR MORE INFORMATION ON INSULATION AND SEALANT.
COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR.
PIPING PENETRATION
DETAIL
5
Scale: No Scale
STUD IN WALL
METAL CUP WITH (3) SHEET
METAL SCREWS FASTENED
TO BOTH STUDS ra O
WATER HEATER J
LATERAL SUPPORT
SHELF MOUNTED WATER HEATER
STRAP TO WALL AS INDICATED.
(1) STRAP ON THE UPPER 1/3 &
(1) ON THE LOWER 1/3 MAINTAINING
A MINIMUM OF 4" FROM CONTROLS.
(2) SHEET METAL
SCREWS
3/4" WIDE 20 GAUGE
STRAP
1T17101 1:4aai_NIX;7
INSTALL WATER HEATER ABOVE
MOP SINK UPON 8" 20 GA. STEEL
STUD JOISTS SPACED 8" O.C.
SPANNING SURROUNDING WALLS AT
T-6" A.F.F. AT MOP SINK AND ABOVE
CEILING AT HALLWAY. COORDINATE
STRUCTURAL SUPPORT FRAMING
WITH G.C.
WATER HEATER SHELF DETAIL
Scale: No Scale
CONSULTANT:
SEAL: HENRY D. MONTAGUE, PE 78172
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
1 2/1 8/201 8
PERMIT SUBMITTAL
01 /1 1 /2019
OWNER REVIEW
02/07/2019
BID SET
03/04/2019
ADDENDUM 01
A01
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG
H. MONTAGUE
Date
Dept Mgr Approval
08/07/2018
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
PLUMBING DETAILS
AND DIAGRAMS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
P2
L�J
PENETRATION.
PENETRATIONS
3/4" PLYWOOD 8'-9" WIDE X 5'-5" HIGH, FIRE
RATED, NO VOIDS, PAINTED WHITE UNLESS
t-nMC M1(`TATC0 lITLJCD\A/IQC
THROUGH WALL. SEE ELECTRICAL
SPECIFICATION NOTE'E' AND'H'.
ELECTRICAL PANEL ELEVATION
RECEIVING AREA
103
5
BUZZER
PUSH BUTTON
PROVIDE TOGGLE
SWITCH AT WATER
HEATER. A/21
Scale: NTS
TO RTU-1
O
RTU-1
u
VERIFY ACTUAL HVAC
ELECT. REQUIREMENTS
WITH CONTRACTOR. (TYP).
O
GFCI,
WP,A/10
LOW VOLTAGE VENDOR TO PROVIDE AND INSTALL ONE (1) 24 GA., 4
TWISTED -PAIR, CATEGORY -FIVE (CATS) DATA CABLE WITH MODULAR COMBO
RJ-11/ RJ-45 JACK AT MANAGER'S OFFICE. CABLE TO BE RUN FROM JACK
TO DATA HUB LOCATION WITH 6' LEFT COILED FOR INSTALLATION TO DATA HUB.
A RJ-45 MALE FITTING SHOULD BE CRIMPED ON THIS END. DOLLAR GENERAL
STORE OPENING TEAM WILL MAKE FINAL CONNECTION INTO THE DATA HUB.
B/36
DEDICATED QUAD
RECEPTACLE ® 3'-O"
FOR CCTV EQUIPMENT
DEDICATED QUAD
RECEPTACLE ® 3'-0"
SALES AREA
102
SO CORD (WHITE). ANCHOR
TO PURLINS ABOVE. REFER
TO ARCHITECTURAL PLANS
FOR DIMENSIONS. (TYPICAL
Ned.
3
RTU-2
O
SECURITY OUTLET
AT 7'-0"
DEDICATED DUPLEX RECEPTACLE
@48" FOR INTERFACE EQUIPMENT.
DEDICATED QUAD RECEPTACLE
® 6'-0" FOR VSAT AND
D-LINK EQUIPMENT
ENLARGED OFFICE POWER PLAN
TO RTU-2
O
O
GFCI,
WP,A/10
�O
A/7, 9,11
REFER TO REGISTER
POWER POLE SO44
DETAIL 3/E4. B/2,4,6,8,10,12.
2
'F 21-111
A/34 00
3x �
N'
<,.:..��,u..........�__:. 00 00
"' a a
N
m. , 6'-711 m, 6'-711 0°, 6'-711 Q, 6'-711 a 6'-7" a, 5'-7" a, 4'-7" M 3'-31.1, . T-8"
907tylOka »1►1
Scale: 1/8" = V-0"
SCALE 1/4" = V-0"
RESTROOM EXHAUST FAN.
CONNECT TO ROOM SENSOR
LIGHT CONTROL SWITCH.--�
RESTROOM EXHAUST FAN.
CONNECT TO ROOM SENSOI
LIGHT CONTROL SWITCH.—
A/32
AM 2
Mae-
0
AUTOMATIC
DOOR A/2 -
B/21
GFCI
A/23
B/21
A/28 l� {Jsw
A/30 I I
V
A/28 s
A/30 8 A/28
E A/30
J
OFFICE
101
1
LEGEND
g
BUZZER - TORK MDL #TA725 W/
TRANSFORMER MDL#TA592
PUSH BUTTON
125V NEMA 5-20R DUPLEX.
A/28
PANEL/CIRCUIT IN PANEL
9)sw
125V NEMA 5-20R DUPLEX.
A/28
SPLIT WIRED.
A/30
PANEL/CIRCUIT IN PANEL
a
125/250V NEMA L14-20-R
4 PRONG TWIST LOCK
125V NEMA 5-20R QUAD.
®
VACANCY SENSOR:
GREENGATE DUAL TECH
LOW VOLTAGE #VAC-DT-0501-R
OR EQUAL. PROVIDE WITH
SWITCH PACK.
TEMPERATURE SENSOR:
BY MECHANICAL
LLI
DISCONNECT
0
BLACK MAGIC POWER POLE
PHONE JACK @ REGISTER
O
VOICE/DATA PORT = RJ-11,
RJ-45 DATA JACK, PHONE
COMBO @ OFFICE
A/23
PANEL/CIRCUIT IN PANEL
$m
MOTION SENSOR SWITCH.
LEVITON #EZ-FIND-ODS-10-IDW
20 AMP TOGGLE SWITCH
NL
NIGHT LIGHT CIRCUIT
NEUTRAL
104
PROVIDE TOGGLE
SWITCH AT RESTROOM
WATER HEATER. A/19
GENDER
NEUTRAL
105
►-0
� 11
3
E1
20AMP OUTLET
RECESSED @ 4' A.F.F.
FOR ICE MERCHANDISER,
NOTE: IF STORE IS 01
LABELED "RELOCATED",
PROVIDE J BOX
OVER ENTRY DOORS
FOR CCTV. -(::A
ELECTRICAL SPECIFICATIONS
A.
ALL WIRING SHALL BE CONTAINED IN CONDUIT OF PROPER SIZE.
B.
ALL WIRING SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CODES.
C.
SERVICE IS TO BE MINIMUM 400 AMP, 3 PHASE (PREFERRED) 600 AMP
1 PHASE OR LARGER IF REQUIRED BY CODE OR ELECTRICAL LOAD.
D.
REQUIRED CUSTOM BUILT POWER POLE ASSEMBLIES AVAILABLE FROM D&P CUSTOM LIGHTS &
PRODUCTS INC. PHONE: (800) 251-2200 OR (615) 350-7800, 7111 COCKRILL BEND INDUSTRIAL ROAD,
NASHVILLE, TN 37209. SEE SHEET E3.
E.
EXTERIOR EXPOSED PHONE LINES TO BE INSTALLED IN RIDGED CONDUIT. PROVIDE EMERSON 3/4" X
5-FT. METALLIC CABLE U-GUARD #755, OR EQUAL.
F.
ELECTRICAL PANELS TO BE LABELED CORRECTLY AND WITH LEGIBLE PRINT.
G.
PHONE LINES - TWO RJ-11 PORTS. ONE (1) LOCATED IN OFFICE W/RJ-45 DATA JACK COMBO AND ONE (1)
AT REGISTER. 24 GA. CAT 5, 4-PAIR TWISTED WIRE ONLY. USE BLUE AND BLUE & WHITE WIRES. HOOK
TO LINE #1 TERMINAL IN RJ-11 JACK EACH PHONE JACK TO HAVE DEDICATED, SEPARATE HOME RUN TO
DMARC. LABEL AS "PHONE" AT THE DESTINATION AND AT DMARC. PHONE COMPANY PROVIDES FINAL
HOOK UP TO DMARC ONLY. PHONE JACKS ARE SUPPLIED AND WIRED BY CONTRACTOR.
H.
PROVIDE 1 1/2" EMT CONDUIT TO ACT AS ACCESS SLEEVE TO ALLOW PHONE COMPANY TO TERMINATE
AT DMARC. CONTRACTOR TO PROVIDE & INSTALL PHONE WIRING & RJ-11 PHONE JACK FOR A
COMPLETED WORKING SYSTEM PRIOR TO PHONE COMPANY FINAL HOOK-UP.
I.
ALL 120 VOLT OUTDOOR RECEPTACLES TO HAVE "WET LOCATION - IN USE" COVERS.
J.
ALL CONDUCTORS TO BE COPPER, #12 AWG MINIMUM SIZE, OR SIZE AS REQUIRED BY LOAD AND OVER
CURRENT PROTECTION.
K.
SEE EMS SHEETS EMS1 AND EMS2 FOR ENERGY MANAGEMENT SYMBOLS AND INFORMATION.
L.
ELECTRICIAN TO PROVIDE 1Y2" CONDUIT WITH PULL STRING FOR SATELLITE LINE. REFER TO 3/A3 AND
1/S1 FOR LOCATION.
M.
ALL POWER AND DATA TO BE ROUTED OVERHEAD. UNDER SLAB IS NOT ALLOWED.
N.
WIRE SIZE O BE #8 OR #10 AS REQUIRED FOR COOLERS/FREEZERS.
O.
MOUNT ALL REFRIGERATOR OUTLETS AT 12" AFF.
P.
WIRE SIZES SHALL BE BASED ON THE 60 DEGREE CELSIUS AMPACITIES FOR WIRE SIZES #14 THRU
#1 AWG AND 75 DEGREES CELSIUS FOR WIRE SIZES #1/0 AND LARGER.
Q.
BRANCH CIRCUIT WIRE SIZES AND CONDUITS SHALL BE INCREASED FROM THOSE INDICATED ON THE
PLANS AS REQUIRED TO PREVENT EXCESS VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED
WITH WIRES OF SUFFICIENT SIZE SO THAT THE VOLTAGE DROP BETWEEN THE PANEL AND THE LOAD
DOES NOT EXCEED 3% TO MEET FLORIDA'S BUILDING CODE, ENERGY CODE PART C405.7.
IF- ELECTRICAL KEYED NOTES
O TEST/RESET STATION FOR STAND ALONE DUCT DETECTOR. ONE FOR EACH DEVICE. SEE KEY
NOTE 2 ON THIS SHEET. SIMPLEX #4098-9842 IS SPECIFIED WITH PIEZO AND LED INDICATOR.
® LOCATION SHOWN FOR MECHANICAL UNITS ARE ONLY APPROXIMATE. CONTRACTOR SHALL
CONSULT MECHANICAL AND STRUCTURAL DRAWINGS TO DETERMINE ACTUAL UNIT LOCATIONS.
PROVIDE 1/2" PENETRATION THRU ROOF WITHIN FOOTPRINT OF UNIT FOR USE WITH CONTROL
WIRING TO UNIT BY OTHERS. PROVIDE PROPER WATERSEAL (TYPICAL).
O FACTORY MOUNTED POWERED CONVENIENCE OUTLET. FIELD VERIFY THAT OUTLET IS POWERED.
PROVIDE WP, GFCI RECEPTACLE AT ALL UNITS AND WIRE TO BREAKER IN PANEL "A" IF THEY ARE
NOT FACTORY PROVIDED.
PHOTOELECTRIC DUCT DETECTOR WITH HOUSING. TIE TO LED READOUT RECESSED IN DUCT STAND
ALONE DEVICE, 120V. SIMPLEX #4098-9687 IS SPECIFIED WITH 4098-9842 CONTROL STATION. PROVIDE
ONE DEVICE PER UNIT. MOUNT DEVICE IN SUPPLY AIR DUCTWORK. DEVICE SHALL BE PROVIDED AND
WIRED TO THE CONTROL STATION BY THE ELECTRICAL CONTRACTOR. HIRE THE MECHANICAL
CONTRACTOR FOR INSTALLATION IN DUCTWORK AND CONNNECTION TO SHUT DOWN CONTROLS.
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RELAYS AND 120V POWER. DO NOT POWER
DUCT DETECTORS FROM HVAC LOW VOLTAGE. SUBMIT SHOP DRAWINGS FOR APPROVAL. PLACE ANY
REQUIRED LABELING ON CEILING TILE DIRECTLY BELOW UNIT.
O MOUNT DISCONNECT SWITCH AT UNIT. ALL DISCONNECTS SHALL BE HEAVY DUTY.FUSES TO BE TYPE
RK-5 TYPE. BUSSMAN FRN-R-(AMP) FUSES ARE SPECIFIED.
MECHANICAL THERMOSTAT AT 8'-0" AFF.
0 VACANCY SENSOR. SENSOR SHALL CONTROL LIGHTS AND TOP HALF OF THE DUPLEX RECEPTACLES
INDICATED AS SPLIT WIRED, (A/28).
SPLIT WIRED RECEPTACLES. CIRCUIT A/30 SHALL BE 'ALWAYS ON', CIRCUIT A/28 SHALL BE
CONTROLLED BY THE VACANCY SENSOR. RECEPTACLE SECTIONS THAT ARE AUTOMATICALLY
CONTROLLED SHALL BE PERMANENTLY MARKED PER ASHRAE STANDARDS.
SO WHITE ELECTRICAL CORD IS REQUIRED. SEE SHEET Al, NOTE 25 AND 25A.
CONFIRM THE FINAL NUMBER AND LOCATION OF OUTLETS IN THE SALES AREA WITH THE FINAL
DOLLAR GENERAL FIXTURE PLAN.
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
0%A1111III//,,,
a*: s3948 �
.� STATE OF
`•BAN
A —
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
12/18/2018
PERMIT SUBMITTAL
01 /1 1 /2019
OWNER REVIEW
02/07/2019
BID SET
03/04/2019
ADDENDUM 01
ni
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
POWER PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
E1
1
SITE LIGHTING AND POWER PLAN
Scale: 1"=20'-0"
EXISTING UTILITY POLE
WITH NEW TRANSFORMERS.
VERIFY EXACT LOCATION
AND SERVICE VOLTAGE
WITH UTILITY COMPANY
LIGHT POLE
CHAMFER EDGES ON BASE
NOTE: LIGHT POLE, BASE PLATE AND
ANCHOR BOLTS SHALL BE DESIGNED
AND PROVIDED BY THE LIGHT POLE
MANUFACTURER. UPON REQUEST BY
THE LOCAL BUILDING OFFICIAL,
CALCULATIONS SHALL BE SUBMITTED
BEARING THE SEAL AND SIGNATURE
OF A PROFESSIONAL ENGINEER
LICENSED IN THE STATE WHERE THE
PROJECT IS BEING CONSTRUCTED,
EMPLOYED BY THE LIGHT POLE
MANUFACTURER.
GROUND LUG W/ #4 AWG CU
TO REBAR IN FOOTING
BASE PLATE AND ANCHOR
BOLTS (BY MANUFACTURER)
BASE COVER
343 TIES WITHIN 5"
FROM TOP
545 VERTICAL REBAR o
M
GROUNDING CONNECTORS
,-- FINISH GRADE
#4 COPPER
GROUND WIRE
:I— CONDUIT & WIRING
#3 TIES @ 12" O.C.
#15 FELT (2 LAYERS)
Zh
Zh
Z_
0
ti
3" MINIMUM GROUND PLATE (COPPER) OR
24" DIA 10-TURNS OF #4 BARE COPPER
WIRE PANCAKE (20' MINIMUM)
2 POLE FOUNDATION DETAIL
Scale: NTS
LIGHT FIXTURE DESCRIPTION
TYPE
DESCRIPTION
COUNT
HP
SINGLE HEAD LED PARKING LOT FIXTURE, TECHLIGHT LIGHTING:
#LSBT-IC-8-T3-F-1-BZ FULL CUTOFF, WITH TYPE 3 OPTICS, DARK BRONZE
FINISH. MOUNT ON 25' POLE, TECHLIGHT #SSP-25-4-7-11-BZ FOR SINGLE MOUNTED
LUMINARIE. PROVIDE A 3'-0" POLE BASE
2
SITE LIGHTING NOTES
1. FINAL SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY.
PROVIDE CONDUIT FROM THE ELECTRICAL PANEL TO LOCATION OF THE MONUMENT SIGN
BASE. BURY CONDUIT UNDER PARKING AREA. THE CONDUIT IS TO BE 1" AND HAVE ONE
SET OF 6/2 WIRE WITH GROUND AND A 20-AMP SINGLE POLE BREAKER AT THE PANEL.
A TEMPORARY 3' TALL STAKE SHALL BE PROVIDED TO DESIGNATE THE MONUMENT SIGN
LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED. REMOVE POST AFTER SIGN IS
INSTALLED.
2. SEE SHEET E2 FOR BUILDING MOUNTED LIGHTS INFORMATION.
3. COORDINATE LOCATION OF LIGHT POLE BASES WITH CIVIL FOR REQUIRED CLEARANCE
FROM THE RETAINING WALL BASE.
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
�1 RICK #il j��,,,��
♦ if
M. No.93946 tC,
STATE OF
ot+ 0 � ��►`
"lilt llt I
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/2018
PEMB COORDINATION
12/18/2018
PERMIT SUBMITTAL
01/11/2019
OWNER REVIEW
02/07/2019
BID SET
03/04/2019
ADDENDUM 01
zo_
_\1
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
ELECTRICAL SITE LIGHTING
AND POWER PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
ES1
Luminaire Schedule
Symbol
Qty
Label
Lumens/Lamp
Arrangement
LLF
Description
-�
5
G
N.A.
SINGLE
0.900
LHSWP-1-C-M-T3-C-ONE BRICK TYPE 3 700MA LED WALL PACK
-p
5
HB
N.A.
SINGLE
0.900
LSBT-1-C-X-T3-F-ONE BRICK TYPE 3 1400MA LED WALL MNT 421N UPSWEEP ARM
-�
2
HP
N.A.
SINGLE
0.900
LSBT-1-C-X-T3-F-ONE BRICK TYPE 3 1400MA LED ( SEE NOTES)
Luminaire Location Summary
LumNo
Label
Z
Tilt
1
G
16.5
0
2
G
16.5
0
3
G
12
0
4
G
12
0
5
G
12
0
6
HB
18.5
0
7
HB
18.5
0
8
HB
18.5
0
9
HB
18.5
0
10
HB
18.5
0
11
HP
24
0
[12
HP
24
0
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
SITE
Illuminance
Fc
0.88
9.8
0.0
N.A.
N.A.
PARKING AND DRIVE
Illuminance
Fc
2.71
9.7
0.0
N.A.
N.A.
LED LIGHT
FIXTURE-
24'
25' POLE
PARKING LOT (EX: GRADE AT 0.0')
�III�I
RETAINING
WALL ---
Notes:
1. Calculation at grade.
2. See Luminaire Location Summary
for wall luminaire mounting height.
3. Arm mnt wall fixtures estimated with
2' rise from mounting.
4. Based on 25' poles plus 3' AFG bases.
5. Pole location grade is 4' below parking.
25' poles and 3' bases should make the
fixture approximately 24' above parking
surface.
TOP OF BASE (EX: GRADE AT -1.
THIGH CONCRETE POLE BASE
GRADE (EX: GRADE AT -4.
SCHEMATIC SITE POLE INSTALLATION DETAIL
Scale: No Scale
+ + + + + + + + + + + + *0. + +
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SITE LIGHTING PHOTOMETRIC PLAN
Scale: 1/20" = P-0"
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
�tpy\01111011111 �r
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w 1* • No, 83.,946
,p STATE OF
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THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
12/18/2018
PERMIT SUBMITTAL
01 /1 1 /2019
OWNER REVIEW
02/07/2019
BID SET
04
03/04/20191
ADDENDUM 01
1 AN
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/201 8
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SITE LIGHTING
PHOTOMETRICS PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
ES2
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REQUIRED NATIONAL ACCOUNT VENDORS
COMPANY
CONTACTS
PHONE #
REQUIRED ITEMS
W
RAINBIRD IRRIGATION
LOCAL RAIN BIRD DISTRIBUTER
WWW.RAINBIRD.COM
IRRIGATION SYSTEMS
U)
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EUCLID CHEMICAL
PHIL BRANDT
877-438-3826
CONCRETE POLISHING SYSTEMS
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COMPANY
PBrandt@euclidchemical.com
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RETRO-PLATE SYSTEMS
SCOTT MAXFIELD
801-641-6796
CONCRETE POLISHING SYSTEMS
0
00
scott.maxfield@retroplatesystem.com
RECORD DOOR SYSTEMS
MICHAEL VINNIK
704-290-0234
IN,KY,MD, MODEL #5100 SERIES
dollargeneral@recorddoors.com
OH, PA,VA,WV
0111
STANLEY ACCESS
DENNIS WEBB
256-776-8902
AR,AZ CA CO CT,DE IL IA KS LA MA ME MI MN MO MODEL #DG2000
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TECHNOLOGIES
DGdoors@sbdinc.com
ND,NE,NH,NJ,NM,NV,NY,OK,OR,RI,SD,TX,VT,WI
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ASSA ABLOY ENTRANCE
ROSS MERKLING
609-528-2580
AL, FL, GA, MS, NC, SC, TN MODEL #SL500
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SYSTEMS
dollargeneral.besam.us@assaabloy.co
GIRTMAN AND ASSOCIATES
MIKE MOYNAHAN
615-350-6000
INTERIOR DOORS AND FRAMES AL,AR,AZ,CA,CO,FL,GA,IA,KS,LA,MS,MN,
U)o
dgconstruction@bass-security.com
AND RESTROOM ACCESSORIES MO,NE,NM,NV,OK,OR,SC,SD,TN,TX,WI
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COOK & BOARDMAN GROUP
JOE HARRELL
336-837-0673
INTERIOR DOORS AND FRAMES CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ,
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nationalsales@cookandboardman.com
AND RESTROOM ACCESSORIES NY,OH,PA,RI,VA,VT,WV
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SHERWIN WILLIAMS
LOCAL SHERWIN WILLIAMS STORE
PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER
MC CUE CORPORATION
KEVIN O'NEILL
678-492-4026 koneill@mccue.com
TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP
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YORK
NATIONAL ACCOUNTS
800-481-9738
HVAC UNITS
york-dollargeneral-be@jci.com
AR, CO, IL, IN, KY, KS, MO, OH, OK, WV
CARRIER
HASAN KHALIL
315-432-7655
HVAC UNITS
Hasan.Khalil@carrier.utc.com
CT, IA, MA, ME, MI, MN, ND, NE, NH, NJ, NY, PA, RI, SD, VT, WI
Q ~
LENNOX
SCOTT MACDONALD
972-497-6781
HVAC UNITS
_ D
dollargeneral@lennoxind.com
AL, AZ, CA, DE, FL, GA, LA, MD, MS, NC, NM, NV, OR, SC, TN, TX,VA
ROOF CURB SYSTEMS
CLIFTON REASOR
800-683-5848
RTU CURB
DollarGeneral@roofcurb.com
CURBS PLUS INC.
ALLAN THRAILKILL
888-639-2872
RTU CURB
alan.thrailkill@curbs-pius.com
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KCC INTERNATIONAL INC.
GREG CONRAD
800-382-2872
RTU CURB
_
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gconrad@kcccurbs.com
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CED - CONSOLIDATED
ROBERT DECKER
270-781-2229
ELECTRICAL SWITCH GEAR AR,AZ,CA,CO,IA,IN,IL,LA,KS,KY,MI,MN,
ELECTRICAL DISTRIBUTORS
robertd@cedbgky.com
MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI
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NESCO
CHRIS TRACY
800-244-6980
ELECTRICAL SWITCH GEAR AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ,
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dollargeneral@needhamelectric.com
NY,OH,PA,RI,SC,TN,VA,VT,WV
USLED
DANA PORTER
713-337-3836
ELECTRICAL LIGHTING AR,CO,IA,IL,IN,KS,KY,MI,MN,MO,
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PAUL JEZIOROWSKI
DGUSLED@usled.com
SUPPLIES ND,NE,OH,OK,SD,WI,WV
=
LEDS
MICHAEL STRINGER
920-915-4010
ELECTRICAL LIGHTING AL,AZ,CA,CT,DE,FL,GA,LA,MA,MD,ME,MS
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KYLE KNAPP
DGORDERS@leds-Ilc.com
SUPPLIES NC,NH,NJ,NM,NV,NY,OR,PA,RI,SC,TN,TX,VA,VT
D&P CUSTOM LIGHTING
NATIONAL ACCOUNT SALES
800-251-2200
CUSTOM PONDER POLES
CROSSCOM NATIONAL
ANDREA LEMAY
- -
847 850 6297
COCTDEFLIAILINKSMAMDMEMIMN
LOW VOLTAGE &VOICE/DATA ,
Qdollargeneral@crosscomnational.com
MO,ND,NE,NH,NJ,NY,OH,PA,RI,SD,VT,WI,WV
ASD
CHRIS RUDNITSKI
828-624-1046
LOW VOLTAGE & VOICE/DATA AL,AR,AZ,CA,GA,KY,LA,MS,NC,NM,NV,
0 0 U)
crudnitski@asd-usa.com
OK,OR,SC,TN,TX,VA
GRAYBAR
JEROME BANNISTER
615-743-3202 office, 615-924-2135 cell
CABLE TRAY
DollarGeneral@graybar.com
EMERSON CLIMATE
WEBSITE:
USER NAME: dollargeneralbid
EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL EMS PANEL REQUIRES
TECHNOLOGIES
http://dollargeneralbid.ectsolutions.net
PASSWORD: dollargeneralbid
STORE #, CITY, STATE, ZIP CODE & QTY. OF HVAC UNITS OF THE INSTALL SITE
WHEN ORDERING.
W
STANLEY CONVERGENT
DAN GOLDSMITH
740-215-8913
INTERIOR FIRE ALARM PANELS
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SECURITY SOLUTIONS
RECOMMENDED NATIONAL ACCOUNT VENDORS
PRE-ENGINEERED METAL BUILDING
COMPANY
CONTACTS
PHONE #
VP BUILDINGS
DAVID ENGLISH
901-568-4537
PRE-ENGINEERED METAL BUILDING
DEnglish@vp.com
STAR BUILDING SYSTEMS
JEFF HORN
866-664-8899
PRE-ENGINEERED METAL BUILDING
NUCOR BUILDING SYSTEMS
BOB BARRY
315-622-4440 m
PRE-ENGINEERED METAL BUILDING
CORPORATE: 260-837-7891
https://www.formrouter.net/forms@MBSIN/dgquote.pdf
BIG BEE STEEL BUILDINGS, INC.
KEVIN BUSLER
800-633-3378
PRE-ENGINEERED METAL BUILDING
CHIEF BUILDINGS
ERIN SULLIVAN
308-385-4628
PRE-ENGINEERED METAL BUILDING
erin.sullivan@chiefind.com
IRRIGATION
COMPANY
CONTACTS
RAIN BIRD IRRIGATION
LOCAL RAIN BIRD DISTRIBUTER
WWW.RAINBIRD.COM
IRRIGATION SYSTEMS
REQUIRED NATIONAL ACCOUNTS FOR ENGINEERING AND CONSTRUCTION MATERIAL TESTING
COMPANY
CONTACTS
PHONE #
ATC ASSOCIATES, INC.
LESLIE GREENWOOD
205-733-8775
www.atcassociates.com
leslie.greenwood@atcgc,com
BUILDING AND EARTH
MATT ADAMS
205-836-6300
www.buildingandearth.com
SCIENCES, INC.
dollargeneral@buildingandearth.com
_
EAS PROFESSIONALS, INC.
JERRY MARRONE
864-234-7368
www.eas-pro.com
dollargeneral@eas-pro.com
PROFESSIONAL SERVICE
TERESA HEBNER
770-424-6200 #3030
www.psiusa.com
INDUSTRIES, INC. (PSI)
teresa.hebner@psiusa.com
TERRACON
JOHN MEADOW
770-623-0755 #353
www.terracon.com
dollargeneral@terracon.com
NOTE: MATERIAL TESTING IS REQUIRED ON ALL TRIPLE NET LEASES.
PROTOTYPE MANAGEMENT TEAM
COMPANY
CONTACTS
PHONE #
MJM ARCHITECTS
GARY CONWAY
615-244-8170
www.mjmarch.com
dg@mjmarch.com
ENTECH
MITCH SIMPSON
615-373-2640
www.entechtn.com
email@entechtn.com
NATIONAL
ACCOUNT
& CONTACT
INFORMATION
SUBJECT
TO CHANGE
DOLLAR GENERAL STORE Store#20360
38965 CR 54, Zephyrhills, Florida 33542
Based on 9,100 SF Prototype T " (Left Corner Entry, Right Side Delivery)
release date: 0 3 / 2 0 / 2 018 Product Approval Information Sheet
Project Name: Dollar General --Zephyrhiiis (City of Zephyrhills), FL Project Address: 38965 CR 54
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval
number(s) for the building components listed below as applicable to the building construction project for the permit number listed
above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed
products. Information regarding statewide product approval may be obtained at: www.fioridabuilding.org.
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CS COVER SHEET
OWNER:
F1 FIXTURE PLAN / LIFE SAFETY PLAN
ARCHITECTURAL:
A00 ARCHITECTURAL SITE DETAILS
Al FLOOR PLAN
A2 EXTERIOR ELEVATIONS
A3 SECTIONS AND DETAILS
A3a SECTIONS AND DETAILS
A3b SECTIONS AND DETAILS
A4 ROOM FINISH SCHEDULE AND
SALES FLOOR ELEVATIONS
A5 DOOR SCHEDULE AND DETAILS
A6 ENLARGED PLANS AND TOILET ROOMS
A7 SIGN DETAILS
A8 SIGN BRACING DETAILS
A9 REFLECTED CEILING PLAN
A10 WALL TYPES
All GENERAL NOTES
Al2 ARCHITECTURAL SPECIFICATIONS
STRUCTURAL:
S1 STRUCTURAL GENERAL NOTES
S2 FOUNDATION PLAN AND SCHEDULES
S3 FOUNDATION SECTIONS AND DETAILS
S4 SECTIONS AND DETAILS
S5 CONCRETE SUMMARY
MECHANICAL:
10101 Ml HVAC LAYOUT
■ M2 HVAC SCHEDULES / NOTES / DETAILS
PLUMBING:
®® P1 PLUMBING PLANS AND SCHEDULE
® ■ P2 PLUMBING DETAILS AND DIAGRAMS
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■■■❑❑■
■■■❑❑■
■■■❑❑■
ELECTRICAL:
E1 POWER PLAN
E2 LIGHTING PLAN
E3 POWER POLE AND POWER TERMINAL DETAILS
E4 CABLE TRAY LAYOUT PLAN
E5 THREE PHASE ELECTRICAL PANELS
EMS1 EMS / LOW VOLTAGE PLAN
EMS2 CPU TERMINAL DIAGRAM
ES1 ELECTRICAL SITE LIGHTING AND POWER PLAN
ES2 SITE LIGHTING PHOTOMETRICS PLAN
ES3 SITE LIGHTING FIXTURE CUT SHEETS
Category Manufacturer Product Description Limitation of Use Product Approval
A. Exterior Doors
Swinging
Curries Doors
Outswing commercial Steel
Approved for use in
+601-60
FL 8394.1 — R5
Door
HVHZ
psf (Pair)
(Pair)
+801-80
FL 8394.3 — R5
psf (Single)
(Single)
Category Manufacturer Product Description Limitation of Use Product. Approval
A. Exterior Doors
Automatic
Assa Abloy Entrance
Besam Resilience Full Breakout
Approved for use in
+701-70
FL 16128.1 — R3
Systems US Inc.
Bi-part Large and Small Missile
HVHZ
Impact Door System
Category Manufacturer Product Description Limitation of Use Product Approval
C. Claddina
D. Storefront
Storefront Kawneer Series "IR-500 Flush and wet Approved for use in +651-65 FL 8787.2 — R5
Glazed" Aluminum Storefront HVHZ psf
System — L. M.I.
E. Metal Suildinu Manufacturer (PEM81
Metal Wall Panels
Nucor Building
Reverse Classic wall Panel
Not approved for
+45.0 f
FL 2686.3 — R5
Systems
use in HVHZ
-45 psf
Roof Deck
Nucor Building
CFR Panel
Not approved for
+NIA1
FL 4890.1 — R8
Systems
use in HVHZ
-108.8 psf
In addition to completing the above list of manufacturers,: product description and State approval number of the products used on this
project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions,
along with the list above,. on the job site available to the inspector.
COMPONENTS AND CLADDING
DESIGN WINDLOAD PRESSURE: 137 mph (vult)
ROOF
Oj +18 psf
-43 psf
O +18 psf h=19'-9'
-72 psf
O +18 psf
-108 psf
WALLS
O +43 psf
-46 psf
Q +43 psf
-57 psf
STRUCTURE IS NOT LIGHT FRAME
TRUSS CONSTRUCTION
�O
moo,,
5 3 2 3
5
2 l� 2
0
5 3 2 3
5 O O O
a=7'-0" TYP
130'-8"
GENERAL NOTES:
��Pi5+ra I
�4 o�
BUILDING MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE AND LOCAL), FIRE, ADA
AND HEALTH DEPARTMENT CODES.
NO TAPERED COLUMNS ALLOWED.
MAINTAIN INTERIOR CLEAR SPACE AS REQUIRED ON PLANS.
METAL BUILDING COLUMNS SHALL BE STRAIGHT. COLUMNS AND INTERIOR COLUMNS MAY
REQUIRE WRITTEN APPROVAL. MAINTAIN INTERIOR CLEARANCE BETWEEN FACE OF
COLUMNS AND SALES FLOOR AS NOTED ON PLANS
PROTECT OPENINGS NOTE:
ALL NEW FIRE WALLS REQUIRED TO PREVENT THE PASSAGE OF SMOKE AND FIRE SHALL BE
IDENTIFIED WITH WORDING "FIRE AND SMOKE BARRIER -PROTECT OPENINGS PER NFPA
101 :8.3.2.4
LIGHT FRAME TRUSS NOTE:
THIS PROJECT DOES NOT USE LIGHT FRAME TRUSS CONSTRUCTION
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/2018 OWNER REVIEW
12/18/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
7
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
COVER SHEET
DO NOT SCALE DRAWING
Project No.
Drawirlo.
i
)CDT.18.0233
\'S
I. __ ___II' 'III I _ I I- I I ___ _I- I I I I I 1 'I 1 1 'Fill "I 1111PI91-T"11IT R^I'lhi'IpjI'1' I 'I III]'I ' " I 1 1
FBI
10
0
ESM-10 ESM-10
VR-10 COKE
I PEPSI REPSI I
j O n L�J
A - SERVICE COUNTER PLAN
B - ELEVATION
SERVICE COUNTER DETAILS
Scale: 1/4" = V-0"
NOTE: FRONT CHECKOUT COUNTER TO BE PROVIDED BY
DOLLAR GENERAL AND INSTALLED AT DOLLAR GENERAL'S
DIRECTION. COUNTERS SHALL INCLUDE A PORTION OF AT LEAST
36" IN LENGTH WHICH IS NO MORE THEN 34" ABOVE THE FINISH
FLOOR. COUNTERS SHALL BE ON AN ACCESSIBLE ROUTE.
HECK WRITING SURFACE
6 5 4 (::3 2
FIXTURE PLAN
NORTH
LIFE SAFETY PLAN
Scale: 3/16" = V-0"
BUILDING CODE
COMPLIANCE
BUILDING CODE
2017 FLORIDA BUILDING CODE 5th EDITION
2017 FLORIDA FIRE PREVENTION CODE 5th EDITION
2017 FLORIDA PLUMBING CODE 5th EDITION
2017 FLORIDA MECHANICAL CODE 5th EDITION
2014 NFPA 70 NATIONAL ELECTRIC CODE
2017 FLORIDA ACCESSIBILITY CODE (CHAPTER 1 1) 5th EDITION
s 2017 FLORIDA ENERGY CODE (CHAPTER 1 3)
v 2015 NFPA 101 LIFE SAFETY CODE
OCCUPANCY
(M) MERCANTILE
(S 309)
(S-2) STORAGE, SEPARATED
(S 31 1 .3)
CONSTRUCTION CLASSIFICATION
II-B NON-SPRINKLERED
(T 601)
MIN INTERIOR FINISH CLASS 'C'
(T 803.11)
BASE HEIGHT & AREA LIMITATIONS
MAX HEIGHT- STORIES = 2 STORIES
(T 504.4)
MAX HEIGHT- FEET = 55 FEET
(T 504.3)
MAX ALLOWABLE AREA PER FLOOR (Aa) = 12,500 SQ FT
(T 506.2)
Aa = 112,500 + [12,500 x 0]} = 12,500
ACTUAL BUILDING PROPERTIES
ACTUAL AREA = 9,100 SQ FT
ACTUAL HEIGHT (OVERALL) = 21'-4"
FIRE RESISTANCE RATING REQUIREMENTS
(T 601)
STRUCTURAL FRAME = 0 HR
BEARING WALLS- EXTERIOR = 0 HR
BEARING WALLS- INTERIOR = 0 HR
NON -BEARING WALLS- EXTERIOR = 0 HR
NON -BEARING WALLS- INTERIOR = 0 HR
FLOOR CONSTRUCTION = 0 HR
ROOF CONSTRUCTION = 0 HR
DESIGNED OCCUPANT LOAD
(T 1004.1 .2)
SALES FLOOR (7,298 sf/ 30) = 244 OCCUPANTS
BREAK ROOM and OFFICE 0 47 sf/ 100) = 2 OCCUPANTS
TOILET ROOMS and HALL (249 sf/ 100) = 3 OCCUPANTS
RECEIVING (990 sf/ 300) = 4 OCCUPANTS
TOTAL OCCUPANT LOAD = 253 OCCUPANTS
EGRESS REQUIRED/ PROVIDED:
# EXITS REQUIRED AND PROVIDED:
GROUND 2 REQ'D / 3 PROVIDED
(T 1006.3.1)
EXIT WIDTH REQUIRED 0.20"/ PERSON
EXIT CAPACITY REQUIRED = 50.4"
EXIT CAPACITY PROVIDED = 1 70"
(S 1005.3.2)
MAXIMUM LENGTH OF EXIT ACCESS TRAVEL NOT TO EXCEED
"M' = 200'-0"
(T 1017.2)
ACTUAL MAX. TRAVEL DISTANCE = 1 1 7'-4"
PLUMBING FACILITIES REQUIRED: (T 403.1)
PLUMBING FACILITIES PROVIDED:
WATER CLOSET LAVATORY
OCCUPANTS WATER CLOSET LAVATORY
EA. SEXREQ'D REQ'D
PROV'D
NON -GENDER 126 1 per 500 1 per 750
UNISEX 1 1
NON -GENDER 126 1 per 500 1 per 750
UNISEX 1 1
DRINKING FOUNTAIN 1 PER 1000
(1) SERVICE SINK PROVIDED
(1) HIGH/LOW DRINKING FOUNTAIN
PROVIDED
EMERGENCY LIGHT W/ BATTERY BACKUP
" I l
LIGHTED EXIT SIGN W/ BATTERY BACKUP
DENOTES PATH OF EGRESS
—.-- — — — — — — — —� —
REMOTENESS BETWEEN EXITS
DIAGONAL DIMENSIONS = 144'-0"
SEPARATION OF EXITS = 144'-0" _ 2 = 72'-0"
ACCTUAL DISTANCE BETWEEN EXIT DOORS IS: 104'-8"
DENOTES 2A1 OBC FIRE EXT. W/ TOP C@ +42" A.F.F.
F.E. MAXIMUM 75 FEET TRAVEL DISTANCE TO REACH FIRE EXTINGUISHER
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/2018 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
FIXTURE PLAN /
LIFE SAFETY PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
F1
_ I.. L-A _ _ _�11 I I171 'll N'•II I+{- IwIII IIIIIP I"ll -IIP1111IFHIIII 1111'NIIIIII' fil I 1 111:1I J III I I I I Ill
5
Aoo
BOND BEAM W/
#4 CONT
)RIZONTALJOINT REINF
16" O.C.
@ 24" C/C GROUT
INF CORE TYP
?" EXPANSION JOINT
.LER
@ 24" C/C X 6'-0"
NG DOWELS
#7 CONT TOP AND
,TTOM
DUMPSTER WALL SECTION
3
A00
TYP
6" SEALED CONIC PAD -
COORDINATE WITH CIVIL
DRAWINGS
8" SPLIT FACE CMU (COLOR TO
MATCH BUILDING)
2 EA EQUAL GATES 1 .9" OD GALV
FRAME W/ 4"x8'H CEDAR SLATS
ATTACHED W/ SELF TAPPING SCREWS.
PROVIDE SWING GATE WHEEL HINGES,
CENTRAL GATE STOPS & LATCH W/ EYE
FOR PADLOCK
---
DUMPSTER
)PROVIDE STEEL
RECEIVER SLEEVE SET
IIN CONC @ CANE BOLT
CONC APRON
COORDINATE
WITH CIVIL
Scale: 1/2" = V-0"
19'-4"
18'-0"
2'-4"
DUMPSTER
2
A00 @ GATE
NOTE:
REF CIVIL PLANS FOR LOCATION
DUMPSTER ENCLOSURE PLAN
Scale: 1/4" = V-0"
KEY NOTES
lO PRECAST CONCRETE CAP WITH SLOPED TOP
O8" SPLIT FACE CMU (COLOR TO
MATCH BUILDING)
01 /2" x 4" LONG S.S. DOWEL EPDXY FULL
OINTO 03/4" X 2 1/2" DEEP FIELD -DRILLED
HOLES @ 32" O.C.
8" POURED CONCRETE FOUNDATION WALL
i
PROVIDE SLOPE
0
d-
3/8" WD xl 1/4" DEEP
SAWCUT CONTROL JOINT
CONCRETE APRON W/
W2.9xW2,9 X 6"x6" WWF
N
5 ENLARGED DETAIL
Aoo
N
CONCRETE FILL
6" 0 X 1 /8" PAINTED STEEL
BOLLARD FILLED SOLID
WITH CONCRETE
SLOPE TO GRADE MIN
1/4" PER FOOT
PREMOULDED JOINT
FILLER
GRADE LEVEL
24"0 POURED
CONCRETE PIER
FOOTING
7 BOLLARD DETAIL
GATE LOCK W/FLAT MOUNT
F�
& ADA STYLE LEVER
GATE 1 .9" O.D. GALV FRAME W/
0
4" x 8' WHITE VINYL GATE OR
°O
APPROVED EQUAL. ATTACHED
CENTER CONCRETE
PER MANUFACTURER
CAPSTONE ON FINISHED
STANDARDS. PROVIDE HINGES
WALL & SET IN MORTAR
AND LATCH W/ EYE FOR
SETTING BED. FILL JOINTS
PADLOCK. 1 7'-0"
WITH SEALANT
CLEAR GATE OPENING
GATE POST
(TYP)----,
9
A00
I E I I
I
((
Nil'
3 k
r
}
I
Ll
€[
LL
_
I f'� x
t E i j
SI E t i
QQ
-
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00
i�
in
LINE OF PIER
BELOW
PIVOTING CANE BOLT FABRICATED
FROM 1 /2" DIA STL ROD
PROVIDE 3/4" DIA 4" DEEP SLEEVES IN
CONC PAVEMENT FOR CANE BOLTS J
SWING GATE WHEEL AT EACH GATE
� GATE ELEVATION
8" SPLIT FA
(COLOR TC
BUILDING)
III
III
IL UJ� AT POST
PAVING (SEE PLAN)
1 /2" PREMOULDED JOINT
FILLER AT PAVING
TOOLED EDGES
CONCRETE APRON W/
REI N F 2'-0"
#4 DOWEL @ 18" OC
zfr— —
W2.9 X W2.9 X 6 X 6 WWF
f�;'� -
x' 'c x.__x
G
"Z "..
GRAVEL BASE
REBAR
CONCRETE APRON DETAIL
DUMPSTER ENCLOSURE - SIDE ELEVATION
Scale: 1/2" = V-0"
Scale: 1" = V-0"
GATE POST
1 /2" THICK STL
PLATE -SLOTTED
STL BOLTS
& WASHERS
HINGE COLLAR W/ GREASE FITTING
COLLAR WELDED ALL AROUND POST
GATE POST
1 /2" THICK STL
PLATE -SLOTTED
STL BOLTS & WASHERS STL BOLTS
HINGE COLLAR W/ GREASE FITTING
COLLAR WELDED ALL AROUND POST
9 GATE HINGE DETAIL
CONSULTANT:
SEAL- JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
ARCHITECTURAL
SITE DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
A00
N
Cm
r,.
DRINK FIXTURE WALL MOUNTING
SUPPORT NOTES:.
1. PROVIDE AND INSTALL 2X6 WHITE PINE -
GRADE 2 OR BETTER.
2. PROVIDE AND INSTALL 2X4 WHITE PINE -
GRADE 2 OR BETTER.
3. FASTEN THE 2X6 TO THE WALL WITH THE TOP
EDGE OF THE BOARD AT 78" A.F.F., STARTING
FROM THE END OF THE LAST COOLER AND
STOPPING 5'-0" FROM REAR WALL.
4. FASTEN THE 2X4 TO THE WALL WITH THE TOP
EDGE OF THE BOARD AT 12" A.F.F., STARTING
FROM THE END OF THE LAST COOLER AND
STOPPING 5'-0" FROM REAR WALL.
5. PRE -DRILL PILOT HOLES IN ALL BOARDS
PRIOR TO INSTALLATION TO PREVENT WOOD
SPLITS.
6. SECURE THE 2X6 WITH THREE SELF -TAPPING
SCREWS PER WALL STUD. MINIMUM SCREW
SIZE IS 4"x 4'.
7. FASTEN THE 2X4 WITH WITH ONE
SELF -TAPPING SCREW PER WALL STUD.
MINIMUM SCREW SIZE IS 4"x4,
.
8. CAULK THE EDGES OF THE 2X6 AT THE TOP
AND BOTTOM WHERE IT MEETS THE WALL PRIOR
TO PAINTING.
9. PRIME AND PAINT BOTH BOARDS TO MATCH
WALL COLOR,
WA
SEE SHE[
N
LO
N
INTERIOR FACE OF PEMB
FRAMING BEYOND
ANCHOR BOARD:
CONTRACTOR TO PROVIDE
AND INSTALL 2x6 WHITE
PINE GRADE 2 OR BETTER
TOP OF FIXTURE TO BE
AFFIXED TO DRIED PINE
NAILER BY DOLLAR GENERAL
MERCHANDISING DEPT
FIXTURE SUPPLIED & INSTALLED
BY DOLLAR GENERAL
MERCHANDISING DEPT
MTL LINER PANELS
CONTRACTOR TO INSTALL
VERTICAL 2X WOOD FRAMING SO
THAT HORIZONTAL ANCHOR
BOARDS RUN CONTINUOUSLY
PAST PEMB COLUMNS
ANCHOR BOARD:
CONTRACTOR TO PROVIDE
AND INSTALL 2x4 WHITE PINE
GRADE 2 OR BETTER
FINISHED FLOOR
EIFS PILASTER (REF
EXTERIOR
ELEVATIONS)
5/8" EXTERIOR GRADE
GYPSUM BOARD
SHEATHING ON METAL
WALL PANELS
VINYL FACED R-13 BATT
INSULATION + R-6.5
CONTINUOUS INSULATION
WITH VAPOR BARRIER (BY
PEMB).
1/2" GYP BOARD OVER LINER
PANELS - REFER TO INTERIOR
ELEVATIONS FOR LOCATIONS
DEFS ON 4" CMU
PILASTER (REF EXTERIO
ELEVATIONS)
V-4" V-4" EIFS BULLNOSE
........ ......... ......... ..............._
r T
'METAL BUILDING COLUMNS
SHALL BE STRAIGHT. TAPERED
COLUMNS & INTERIOR COLUMNS
REQUIRE WRITTEN APPROVAL.
MAINTAIN INTERIOR CLEARANCE
COI OF 68'-0" BETWEEN FACE OF
COLUMNS ON SALES FLOOR
DETAIL @ COLUMN ABOVE BULLNOSE
ABOVE 4' 0" 3/4'' = V-0"
V-4" 1, 1'-4"
4 4
METAL BUILDING COLUMNS
8" CMU (REF EXTERIOR
SHALL BE STRAIGHT. TAPERED
ELEVATIONS)
COLUMNS & INTERIOR COLUMNS
REF.
REQUIRE WRITTEN APPROVAL.
1/2" GYP BOARD OVER LINER
STRUCTURAL
MAINTAIN INTERIOR CLEARANCE
PANELS - REFER TO INTERIOR
COI
OF 68'-0" BETWEEN FACE OF
ELEVATIONS FOR LOCATIONS
COLUMNS ON SALES FLOOR
DETAIL IIICOLUMN
BELOW BULLNOSE
4
ABOVE 4 -0
3/4
LINE OF FREEZER
_ COOLERS BEYOND
II
II II II
41
®
(FIXTURE PPLIED A
y �b
INSTALLE I
°
IBY DOLLA� GENERAL(
IIMERCHANIPISING II
®
I IDEPARTM�INT I
I�
II II II
II II II
Ip
®
II II II
II II II
II II
III
CONTRACTIOR TO I
1
(PROVIDE
D INSTAL
®
12x4 WHIT
DINE GRA
8
I�
12 OR BET R
II II I
CONTRACTOR TO
PROVIDE AND INSTALL
2x6 WHITE PINE GRADE
2 OR BETTER
II II II
I� �
II II II
II II II
II II II
I II II
II
II II II
CONTRACTOR TO11 I
INSTALLI �x WOOD I
�+
1 1 FRAMIN TO ALLOW I
I HORIZO
TAL ANCHI R
I BOARD
ITO RUN 1
I CONTIN
1OUSLY PANT
I PEMB C 1LUMNS
II II II
II II II
�'
�'
II II II
II II II 1 II II II I
VERIFY ANCHOR BOARDS
LOCATION WITH FIXTURE PLAN
2 ANCHOR BOARD DETAIL
NTS
T T
3'-0"
DOORSTOP
8'-0" WING WALL � (/S�I�M
ALUMINUM CORNER
GUARDS
MOP HOLDER
3'-0" OF 48" HIGH FRP
5'-0" OF 48" HIGH FRP
FAUCET THIS WALL
MOP SINK (BELOW)
WATER HEATER "EWH-2" ON
SHELF ABOVE MOP SINK
(:
ENLARGED PLAN DETAIL
SEE 4/P2 ALSO NTS
FLOOR PLAN KEYED NOTES
RECEIVING DOOR BUZZER
(TORK MDL.#TA725 OR EQUAL)
2" DOOR SCOPE
2 (REF DOOR SCHEDULE SHEET A5)
WEATHER STRIP & LOW PROFILE THRESHOLD (REF
DOOR SCHEDULE SHEET A5)
STRIPE FLOOR AT RECEIVING DOOR AS INDICATED FOR
DESIGNATED EGRESS PATH (PAINT YELLOW) AND
DESIGNATE 3'-0" EMS PANEL CLEARANCE (PAINT RED)
STRIPE FLOOR FOR DESIGNATED ADA EGRESS
4A PATH (PAINT YELLOW)
PROVIDE AND INSTALL WATER HEATER ABOVE THE
MOP SINK (REF 5/A1 AND 3/P1)
BEAUTY AND COSMETICS SHELVING AND EQUIPMENT.
METAL LINER PANELS COORDINATE FULL HEIGHT PANELS
❑
7 W/ FURRING @ CMU WEST WALL FOR FLUSH FINISH
8❑ CART AREA. REFER TO 5/A06
WALL OUTLETS FOR BANKS OF COOLERS AND
1-91 FREEZERS AND COSMETICS VALANCE. SEE ELECTRICAL
FOR DETAILS.
CONCRETE SLAB ON VAPOR BARRIER
(REF STRUCTURAL SHEET S2)
METAL BUILDING FRAME REFER TO NOTED WALL
SECTION FOR ADDITIONAL INFORMATION
1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT
2 INSULATION. METAL LINER PANELS TO DECK ABOVE;
GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED.
ROOF MOUNTED HVAC UNITS - COORDIANTE PAD
13 DIMENSIONS WITH HVAC UNITS (REF CIVIL PLAN AND
SHEET M1)
BROOM FINISH CONCRETE SIDEWALK - SLOPE
4 CONCRETE AWAY FROM BUILDING (TYP) - (COORDINATE
WITH CIVIL PLANS).
F 5 I EIFS PILASTER (REF EXTERIOR ELEVATIONS)
ESTOREFRONT SYSTEM
(REF SHEETS A5)
1 7 LINE OF CANOPY ABOVE
8 A.D.A. COMPLIANT H.C. RAMP. (REF CIVIL PLANS)
CART AND BUMPER GUARDS 4" A.F.F
MC CUE PART #9014 TRIMKIT) (REF 5/A6)
WALL HYDRANT (REF PLUMBING SHEET P1
20 FOR ADDITIONAL INFORMATION)
21 REFRIGERATION BY DOLLAR GENERAL
22 STEEL COLUMN. PAINT SW7005 PURE WHITE. WRAP
STEEL COLUMN WITH TIGHT LOOP CARPET(BLACK)
FROM BASE TO 48" A,F.F.
23 POWER POLE. COORDINATE FINAL LOCATION
WITH ELECTRICAL DRAWINGS
FLOOR ARE AT BASE OF COLUMN WITHIN THE
24 CONSTRUCTION JOINTS TO BE PAINTED
BLACK MAGIC TINT
ENDCAP COOLER/FREEZER TO BE HARDWIRED
THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM
25 HANGING AT 80" AFF. (REF. ELECTRICAL) CORD
ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION
WITH FINAL DOLLAR GENERAL FIXTURE PLAN.
BEAUTY STATION TO BE HARDWIRED THROUGH WHITE
SO CORD. GC TO LEAVE BOTTOM HANGING AT 48"
25 AFF. (REF. ELECTRICAL) CORD ANCHORED TO PURLINS
ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR
GENERAL FIXTURE PLAN.
26 PRE -FINISHED METAL DOWNSPOUTS (COORDINATE
SIZE AND LOCATIONS WITH PEMB AND CIVIL PLANS)
MC CUE RAILING IN FRONT 'OF�LECTRICAL PANELS
27 8'-0" LONG WITH TOP TWO RAILINGS AND NO MIDDLE
POST.
8" SMOOTH -FACED CMU PAINTED (REFER TO EXTERIOR
28 FINISHES ON SHEET A2). ALIGN FACE OF BLOCK WITH
STEEL GIRT. PROVIDE PROPER ANCHORAGE TO
STRUCTURE.
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
1 2/18/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 161 5
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact; John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
FLOOR PLAN
DO NOT SCALE DRAWING
Project No..
Drawing No.
JCDT.18.0233
Al
k
Jk FINISH FLOOR
= 0'-0" _
N
it
EAST ELEVATION
Scale: 1/8" = V-0"
EXTERIOR FINISHES
TAG
MATERIAL
MANUFACTURER
COLOR / STYLE
GENERAL REMARKS
OEIFS
WALL SYSTEM-01
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #7055 "ENDURING BRONZE"
LIT 1,0- FINE OR APPROVED EQUAL
BO
EIFS WALL SYSTEM-02
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6149 "RELAXED KHAKI"
LIT 1.0- FINE OR APPROVED EQUAL
C�
EIFS (CORNICE)
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6385 "DOVER WHITE"
LIT 1.0- FINE OR APPROVED EQUAL
pO
EIFS (ACCENT BANDING)
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6385 "DOVER WHITE"
LIT 1.0- FINE OR APPROVED EQUAL
ODEFS
ON CMU
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #7055 "ENDURING BRONZE"
O8"
SMOOTH FACE CMU
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #6149 "RELAXED KHAKI"
OGUTTERS
& DOWN SPOUTS
PEMB MANUFACTURER
LIGHT STONE
OSTANDARD
METAL ROOF PANELS
PEMB MANUFACTURER
GALVALUME
PBR ROOF PANELS W/ ATLAS ULTIMATE FASTNER
JD
REAR BUILDING PARAPET WALL
PEMB MANUFACTURER
LIGHT STONE
OSTOREFRONT
SYSTEM
REF PRODUCT APPROVAL ON COVER SHEET
DARK BRONZE
L�J
PREFINISHED METAL COPING @ PARAPET
REF PRODUCT APPROVAL ON COVER SHEET
DARK BRONZE
ALUMINUM FRAME
M
HOLLOW METAL DOOR / FRAME
REF PRODUCT APPROVAL ON COVER SHEET
COLOR TO MATCH SW #7055 "ENDURING BRONZE"
LIT 1.0- FINE OR APPROVED EQUAL
0
EAVE STRUT
14'-4" AFF _ \
00
M
CV =fi
�r
�r
FINISH FLOOR Ch
= 0'-01,
EXTERIOR BUILDING NOTE:
ALL EXTERIOR SIGNAGE SHALL BE
SUBMITTED UNDER SEPARATE PERMIT
NORTH ELEVATION
Scale: 1/8" = P-0"
SOUTH ELEVATION
Scale: 1/8" = V-0"
E
WEST ELEVATION
Scale: 1/8" = V-0"
i
E
KEYED NOTES
GC SHALL COORDINATE THE EXTERIOR SIGN WITH
DOLLAR GENERAL CORP. GC TO PROVIDE ADEQUATE
BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO
SUPPORT SIGN WEIGHT (MAX 1,400 LBS). GC TO PROVIDE
CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE
PROVIDED AND INSTALLED BY DOLLAR GENERAL CORP.
INSTALL BUILDING SIGN CENTERED ON FRONT ELEVATION.
E l
ROOFTOP EQUIPMENT SCREENS BY CITYSCAPES OR
EQUAL. COLOR: PUTTY.
FLOOD LIGHT. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
LINE OF PRE -FINISHED METAL ROOF BEYOND
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
(4) 1/2" D!A X 6" LG STAINLESS STEEL EYE BOLTS (CLOSED)
WITH 1" DIA OPENING - DRILL AND EPDXY INTO BLOCK
WALL
EXTERIOR RECEPTACLE. RE: ELECTRICAL
1/2" EIFS V-GROOVE (TYP)
WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
�g DOOR BUZZER
10 MECHANICAL VENT - REFER TO MECHANICAL DRAWINGS.
> > PLUMBING VENT - REFER TO PLUMBING DRAWINGS..
12 WALL HYDRANT.. RE: PLUMBING
ROOF MOUNTED HVAC UNITS ON PRE FABRICATED ROOF
3 CURB (REF SHEET M1)
OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING
14 DOORS @ 8'-0" A.F.F.
1 5 EIFS EXPANSION JOINT
T/O PARAPET
= 19'-2" AFF
FINISH FLOOR
= 0'-01,
9
PEMB MANUFACTURER SHALL
PROVIDE ALL METAL FRAMING,
REAR PANELS, CRICKETS, AND
REQUIRED FLASHING FOR ANY AND
ALL PARTS OF THE RAISED
PARAPET AND MASONRY PILASTERS
ABOVE THE ROOF LINE - TYP
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION,
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
1 2/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
EXTERIOR ELEVATIONS
DO NOT SCALE DRAWING
Project No.
Drawing No..
JC DT.18.0233
A2
2 .WALL SECTION
3
21
8
I
I
I
20
10
A
EMB
ALL J 0 1/2"
1 1/2"
,!
18 22
3 WALL SECTION
GENERALC
SHALL COO
DUCT PENE
23 PEMB AND 1
DRAWINGS
.l
35
31
36
v
24
9
31
v
29
U
o
v
25
N
CONC SIDEWAI
AWAY FROM BI
(REF CIVIL)
4 .WALL SECTION
5 WALL SECTION
KEYED NOTES
ZPRE-ENGINEERED METAL BUILDING SYSTEM
(BY PREFAB BUILDING MANUFACTURER)
MINIMUM R-19 VINYL BACKED INSULATION + R-11
LINER SYSTEM WITH R-5 THERMAL BLOCKS AT
EACH PURLIN (BY PEMB). INSULATION TO BE
PULLED TIGHT.
STANDING SEAM METAL ROOF - GALVALUME FINISH
(BY PREFAB BUILDING MANUFACTURER)
ROOF MOUNTED HVAC UNIT
(REF MECHANICAL)
VINYL FACED R-13 BATT INSULATION + R-6.5
CONTINUOUS INSULATION (BY PEMB).
6� METAL BUILDING GIRT (BY PEMB).
�7 VERTICAL METAL LINER PANELS..
1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT
INSULATION. METAL LINER PANELS TO DECK ABOVE;
GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED.
aPRE -FINISHED DOWNSPOUT & GUTTER
(BY PRE-ENGINEERED BUILDING MANUFACTURER)
GC SHALL COORDINATE WITH PRE-ENGINEERED
METAL BUILDING MANUFACTURER AND PROVIDE
10 ALL METAL CLOSURE, SEALANT, AND CAULKING
TO WATERTIGHT FINISH. INCLUDING ALL ROOF
SCUPPER LOCATIONS.
LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING
1 1 (ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE
WEATHERTIGHT SEAL AT HORIZONTAL PARAPET
PENETRATION. CONTRACTOR RESPONSIBLE FOR
INSTALLATION OF CONDUIT.
12 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x20ga MTL
STUDS TO U/S STRUCTURE ABOVE
13 ADA COMPLIANT DRINKING FOUNTAIN,
REFER TO PLUMBING.
14 CABLE TRAY SYSTEM (REF SHEET A9)
1 5 METAL BUILDING COLUMNS SHALL BE STRAIGHT.
TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE
WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE
BETWEEN FACE OF COLUMNS ON SALES FLOOR.
16 CONC SLAB ON VINYL VAPOR BARRIER
(REF STRUCTURAL)
❑STOREFRONT SYSTEM AS SCHEDULED - COORDINATE
1 WITH FLORIDA PRODUCT APPROVAL INSTALLATION
GUIDELINES (REF SHEET A5)
18 UNDISTURBED EARTH AND COMPACTED SUB GRADE
(REF STRUCTURAL AND GEOTECH REPORT)
19 PRE -FINISHED METAL SOFFIT (BY PEMB).
20 PRE -FINISHED METAL WALL PANELS.
21 PREPARED GRANNULAR FILL
(REF STRUCTURAL)
22 REINFORCED CONCRETE FOOTING
(REF STRUCTURAL)
23 PREFINISHED METAL COPING BY PEMB (COORDINATE
PROFILE W/ CORNICE AND PILASTER LOCATIONS)
24 EXTERIOR BUILDING SIGN
(BY DOLLAR GENERAL)
25 FINISH GRADE AT EXTERIOR WALLS SHALL BE A
MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL
PAVED AREAS AND A MINIMUM OF 6" BELOW
FINISHED FLOOR AT ALL NON PAVED AREAS. (REF
CIVIL DRAWINGS)
26 UNDER SOFFIT LIGHTING
(REF ELECTRICAL)
27 COORDINATE DOWNSPOUT CONNECTIONS TO
UNDERGROUND STORM LINE WITH CIVIL DRAWINGS.
28 INTERIOR WALL PAINTED
(REF INTERIOR ROOM FINISH SCHEDULE)
29 8" SMOOTH FACE CMU. ALIGN FACE OF BLOCK
WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE
TO STRUCTURE. (REF EXTERIOR ELEVATIONS)
30 MC CUE TRIM KIT, ORDER KIT "E".
31 EIFS SYSTEM OVER EXTERIOR GRADE GYPSUM ON
METAL WALL PANELS (REF EXTERIOR ELEVATIONS)
32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F.
33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT
CABLE. ADD UNISTRUT TO PURLINS AS REQUIRED
FOR HANGING
34 DEFS ON 8" CMU
35 EIFS CORNICE ON EXTERIOR GRADE GYPSUM ON
METAL WALL PANELS (REF EXTERIOR ELEVATIONS)
36 COORDINATE WITH SIGN VENDOR (REF SIGN
BRACING DETAILS ON SHEET A8)
37 DEFS ON 4" CMU PILASTER
38 EIFS V-GROOVE
39 EIFS EXPANSION JOINT
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/201 8
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SECTIONS AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.02 3 3
A3
11 1
0 C/0-1..7A.-... 11AGTA1
8" 8" j iI1 N 31 FIRE STOP SEALANT
8 15 I` 1
(BOTH SIDES)
III - 1
13§ EN H
'ilii 2
�, ;
FIRE RATED..., D
l
INSULATION
ao �' 6 I 31
`` 5
Jill
_
K
/ X
7
i .... I NOTE: APPLY FIRE 8
�I'
STOP SEALANT (EACH
3 I \ E.;.. 24 SIDE) FROM FINISHED
FLOOR TO 4'-0" AFF AT 3 5/8"x20ga METAL
DEFS ON 4" 4 — — — — — — — — — — — — — — — — 10 \ CMU WALL. STUDS @ 16" O.C.
CMU PILASTER 29 5/8" TYPE "X" GYPSUM
s
1'-0" BOARD
2,-$ (9) ENLARGED PLAN DETAI
ENLARGED PLAN DETAIL
SCALE 1" = V-0"
PARAPET CORNICE DETAIL
SCALE: I" = P-0"
1
i
3 5/8"x20ga METAL i STOREFRONT
PEMB STUDS @ 16" O.C. �� SYSTEM AS
✓ SCHEDULED -
COORDINATE mini i a 0�i COORDINATE WITH
$ FLORIDA PRODUCT
T APPROVAL
INSTALLATION
"r z GUIDELINES
o
1 WALL SECTION
Scale: 1/2" = V-0"
r
— — — Py
— — — — — — — — —
10'-8" HIGH CMU TO COLUMN LINE 2
W
/ SHIM AND SEALANT
---------- EACH SIDE OF
STOREFRONT
PERIMETER (TYP)
STORE FRONT JAMB DETAIL
SALE 1" = V-0"
NOTE: CONTRACTOR
TO PRQVIDE COPING
ATTACHMENT DETAIL
PER FBC 2017
NOTE: ALL PLYWOOD
USED IN EXTERIOR
WALLS TO BE FIRE
RETARDANT TREATED
PARAPET CORNICE DETAIL
SCALE: 1" = V-0"
REFER TO
STRUCTURAL
DRAWINGS FOR CMU
THIS AREA
REFER TO STRUCTURAL
DRAWINGS FOR REINF.
AND GROUTING
INFORMATION
8" CMU COLL
COVER AS
SCHEDULED
STEEL COLUMN
BY PEMB
LINE OF CANOPY
ABOVE
MASONRY COLUMN DETAIL
SALE 1" = V-0"
12
HSS BEAM. REFER TO
STRUCTURAL DRAWINGS.
PROVIDE 1/4" SHIM AND SEALANT W/
BACKER ROD (TYP AT PERIMETER)
CLEAR GLASS TRANSOM. STOREFRONT
SYSTEM AS SCHEDULED - COORDINATE
WITH FLORIDA PRODUCT APPROVAL
INSTALLATION GUIDELINES
ELASTOMERIC MEMBRANE BETWEEN
STEEL TUBE AND ALUMIMUV BREAK
METAL
PRE -FINISHED ALUMIMUM BREAK METAL
TO MATCH STOREFRONT SYSTEM
Y T-8" AFF
HSS BEAM. REFER TO
STRUCTURAL DRAWINGS. —
PROVIDE 1/4" SHIM AND SEALANT W/
BACKER ROD (TYP AT PERIMETER) -
AUTOMATIC DOOR SYSTEM AS SCHEDULED
- COORDINATE WITH FLORIDA PRODUCT
APPROVAL INSTALLATION GUIDELINES
5 1%4 0
v
T
n
��0
STORE FRONT HEAD DETAIL
SCALE: 1" = V-0"
19
LINE OF
CANOPY ABOVE
T.O.S.
WALL SECTION! 0 PILASTER
SCALE: 1" = P-0"
KEYED NOTES
PRE-ENGINEERED METAL BUILDING SYSTEM
(BY PREFAB BUILDING MANUFACTURER)
MINIMUM R-19 VINYL BACKED INSULATION + R-11
LINER SYSTEM WITH R-5 THERMAL BLOCKS AT
EACH PURLIN (BY PEMB). INSULATION TO BE
PULLED TIGHT.
STANDING SEAM METAL ROOF - GALVALUME FINISH
(BY PREFAB BUILDING MANUFACTURER)
ROOF MOUNTED HVAC UNIT (REF MECHANICAL)
VINYL FACED R-13 BATT INSULATION + R-6.5
CONTINUOUS INSULATION (BY PEMB).
6] METAL BUILDING GIRT (BY PEMB).
�7 VERTICAL METAL LINER PANELS.
1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT
INSULATION. METAL LINER PANELS TO DECK ABOVE;
GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED.
PRE -FINISHED DOWNSPOUT & GUTTER
(BY PRE-ENGINEERED BUILDING MANUFACTURER)
GC SHALL COORDINATE WITH PRE-ENGINEERED
11-01 METAL BUILDING MANUFACTURER AND PROVIDE
ALL METAL CLOSURE, SEALANT, AND CAULKING
TO WEATHERTIGHT FINISH
11 LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING
(ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE
WEATHERTIGHT SEAL AT HORIZONTAL PARAPET
PENETRATION. CONTRACTOR RESPONSIBLE FOR
INSTALLATION OF CONDUIT.
12 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x20ga MTL
STUDS TO U/S STRUCTURE ABOVE
1 3 ADA COMPLIANT DRINKING FOUNTAIN,
REFER TO PLUMBING.
14 CABLE TRAY SYSTEM WITH WHITE LINER (REF A9)
1 5 METAL BUILDING COLUMNS SHALL BE STRAIGHT.
TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE
WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE
BETWEEN FACE OF COLUMNS ON SALES FLOOR.
16 CONC SLAB ON VINYL VAPOR BARRIER
E (REF STRUCTURAL)
STOREFRONT SYSTEM AS SCHEDULED - COORDINATE
1 7 WITH FLORIDA PRODUCT APPROVAL INSTALLATION
GUIDELINES (REF SHEET A5)
18 UNDISTURBED EARTH AND COMPACTED SUB GRADE
(REF STRUCTURAL AND GEOTECH REPORT)
19 PRE -FINISHED METAL SOFFIT (BY PEMB).
ZD PRE -FINISHED METAL WALL PANELS.
21 PREPARED GRANNULAR FILL (REF STRUCTURAL)
22 REINFORCED CONCRETE FOOTING
H
(REF STRUCTURAL)
23 PREFINISHED METAL COPING BY PEMB (COORDINATE
PROFILE W/ CORNICE AND PILASTER LOCATIONS)
24 EXTERIOR BUILDING SIGN
(BY DOLLAR GENERAL)
25 FINISH GRADE AT EXTERIOR WALLS SHALL BE A
MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL
PAVED AREAS AND A MINIMUM OF 6" BELOW
FINISHED FLOOR AT ALL NON PAVED AREAS. (REF
CIVIL DRAWINGS)
26 UNDER SOFFIT LIGHTING
(REF ELECTRICAL)
27 EIFS SYSTEM OVER SMOOTH FACE CMU. ALIGN FACE
OF CMU WITH STEEL GIRT. (REF EXTERIOR
ELEVATIONS)
28 INTERIOR WALL PAINTED
R (REF INTERIOR ROOM FINISH SCHEDULE)
29 8" SMOOTH FACE CMU. ALIGN FACE OF BLOCK
WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE
TO STRUCTURE. (REF EXTERIOR ELEVATIONS)
30 MC CUE TRIM KIT, ORDER KIT "E".
31 EIFS SYSTEM OVER EXTERIOR GRADE GYPSUM ON
METAL WALL PANELS (REF EXTERIOR ELEVATIONS)
32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F.
33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT
H
CABLE.. ADD UNISTRUT TO PURLINS AS
REQUIRED FOR HANGING
34 DEF$ ON 8" CMU
35 EIFS CORNICE ON EXTERIOR GRADE GYPSUM
(REF EXTERIOR ELEVATIONS)
- COORDINATE WITH SIGN VENDOR (REF SIGN
BRACING DETAILS ON SHEET A8)
37 DEFS ON 4" CMU PILASTER
38 EIFS V-GROOVE
39 EIFS EXPANSION JOINT
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/201 8
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SECTIONS AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
�CDTA .0233
A3a
VINYL FACE INSUL
SCHEDULED BY PE
STEEL CHANNEL B'
STRUCTURAL DRA
ATTACHMENT TO
8"
4" MASONRY PILASTER COI
CONT BACKER ROD AND ON AIRSPACE
SEALANT EACH SIDE OFx xi,
(REF EXTERIOR 2'-8
PILASTER (COLOR TO It
METAL LINER PANEL ELEVATIONS) 4" ! 2'-4"
MATCH EIFS) - TYP
ADJUSTABLE MASONRY
WALL TIES AT 24"oe VERT COI
ter'"
MET LINER PANEL
----------- — — —
— --- ----
JUST A LE MASONRY
WA TIES T 24"oc VERT
co
4"
! 2'-4" 8" CMU (REF CONT BACKER ROD AND
I
4" MASONRY PILASTER
I EXTERIOR SEALANT EACH SIDE OF
2 -8
f\
ON AIRSPACE
3 - ELEVATIONS) PILASTER (COLOR TO
(REF EXTERIOR
MATCH EIFS) - TYP
L.
ELEVATIONS) COI
ENLARGED PLAN DETAIL AT CMU
4 DETAIL
Scale: 3" = V-0"
DETAIL
Scale: 3" = V-0"
Scale: 3/4" = V-0"
ENLARGED PLAN DETAIL AT CMU
2 WALL SECTION
Scale: 3/4" = V-0"
8" CMU (REF EXTERIOR
ELEVATIONS)
1 WALL SECTION @ PILASTER
Scale; 1/2" = V-0"
KEYED NOTES
PRE-ENGINEERED METAL BUILDING SYSTEM
(BY PREFAB BUILDING MANUFACTURER)
MINIMUM R-19 VINYL BACKED INSULATION + R-11
LINER SYSTEM WITH R-5 THERMAL BLOCKS AT
EACH PURLIN (BY PEMB). INSULATION TO BE
PULLED TIGHT.
FflSTANDING SEAM METAL ROOF - GALVALUME FINISH
(BY PREFAB BUILDING MANUFACTURER)
ROOF MOUNTED HVAC UNIT (REF MECHANICAL)
EVINYL FACED R-13 BATT INSULATION + R-6.5
CONTINUOUS INSULATION (BY PEMB).
6� METAL BUILDING GIRT (BY PEMB).
VERTICAL METAL LINER PANELS.
1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT
INSULATION. METAL LINER PANELS TO DECK ABOVE;
GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED.
PRE -FINISHED DOWNSPOUT & GUTTER
(BY PRE-ENGINEERED BUILDING MANUFACTURER)
GC SHALL COORDINATE WITH PRE-ENGINEERED
METAL BUILDING MANUFACTURER AND PROVIDE
ALL METAL CLOSURE, SEALANT, AND CAULKING
TO WEATHERTIGHT FINISH
� � LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING
(ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE
WEATHERTIGHT SEAL AT HORIZONTAL PARAPET
PENETRATION. CONTRACTOR RESPONSIBLE FOR
INSTALLATION OF CONDUIT.
Z 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x20ga MTL
STUDS TO U/S STRUCTURE ABOVE
3 ADA COMPLIANT DRINKING FOUNTAIN,
REFER TO PLUMBING.
14 CABLE TRAY SYSTEM WITH WHITE LINER (REF A9)
5 METAL BUILDING COLUMNS SHALL BE STRAIGHT.
TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE
WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE
BETWEEN FACE OF COLUMNS ON SALES FLOOR.
HCONC SLAB ON VINYL VAPOR BARRIER
(REF STRUCTURAL)
STOREFRONT SYSTEM AS SCHEDULED - COORDINATE
7 WITH FLORIDA PRODUCT APPROVAL INSTALLATION
GUIDELINES (REF SHEET A5)
UNDISTURBED EARTH AND COMPACTED SUB GRADE
(REF STRUCTURAL AND GEOTECH REPORT)
19 PRE -FINISHED METAL SOFFIT (BY PEMB).
20 PRE -FINISHED METAL WALL PANELS.
21 PREPARED GRANNULAR FILL (REF STRUCTURAL)
22 REINFORCED CONCRETE FOOTING
(REF STRUCTURAL)
23 PREFINISHED METAL COPING BY PEMB (COORDINATE
PROFILE W/ CORNICE AND PILASTER LOCATIONS)
z4 EXTERIOR BUILDING SIGN
(BY DOLLAR GENERAL)
25 FINISH GRADE AT EXTERIOR WALLS SHALL BE A
MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL
PAVED AREAS AND A MINIMUM OF 6" BELOW
FINISHED FLOOR AT ALL NON PAVED AREAS. (REF
CIVIL DRAWINGS)
26 UNDER SOFFIT LIGHTING
(REF ELECTRICAL)
27 EIFS SYSTEM OVER SMOOTH FACE CMU. ALIGN FACE
OF CMU WITH STEEL GIRT, (REF EXTERIOR
ELEVATIONS)
H28 INTERIOR WALL PAINTED
(REF INTERIOR ROOM FINISH SCHEDULE)
29 8" SMOOTH FACE CMU. ALIGN FACE OF BLOCK
WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE
TO STRUCTURE. (REF EXTERIOR ELEVATIONS)
30 MC CUE TRIM KIT, ORDER KIT "E".
31 EIFS SYSTEM OVER EXTERIOR GRADE GYPSUM ON
METAL WALL PANELS (REF EXTERIOR ELEVATIONS)
32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F.
33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT
CABLE. ADD UNISTRUT TO PURLINS AS
REQUIRED FOR HANGING
34 DEFS ON 8" CMU
35 EIFS CORNICE ON EXTERIOR GRADE GYPSUM
(REF EXTERIOR ELEVATIONS)
36 COORDINATE WITH SIGN VENDOR (REF SIGN
BRACING DETAILS ON SHEET A8)
37 DEFS ON 4" CMU PILASTER
3$ EIFS V-GROOVE
39 EIFS EXPANSION JOINT
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/1 8/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 16115
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR, GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SECTIONS AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
A3b
ROOM SCHEDULE
FLOOR
BASE
A WALL
B WALL
C WALL
D WALL
CEILING
CEILING
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
NO
ROOM NAME
MATERIAL
FINISH
REMARKS
CONCRETE
CONCRETE
4" RUBBER /
BLACK
GYPSUM BOARD
SHERWIN WILLIAMS - ,
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
2'X4' ACOUSTICAL
WHITE
100
BREAK RM
FLOOR SEALED
WITH SEALER
VINYL BASE
TO 10'-0" AFF ON
PRO -MAR LATEX
TO 10'-0" AFF,
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
CEILING 8'-0" A.F.F.
(STEPS 1-3)
MTL STUDS TO
SEMI -GLOSS.
WHITE METAL
PRO -MAR LATEX
PRO -MAR LATEX
PRO -MAR LATEX
UNDERSIDE OF
LINER PANELS
SEMI -GLOSS.
SEMI -GLOSS.
SEMI -GLOSS.
DECK ABOVE.
ABOVE
CONCRETE
CONCRETE
4" RUBBER/
BLACK
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
2'X4' ACOUSTICAL
WHITE
101
OFFICE
FLOOR SEALED
WITH SEALER
VINYL BASE
TO 10'-0" AFF
SW7005-PURE WHITE,
TO 10'-0" AFF,
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
TO 10'-0" AFF
SW7005-PURE WHITE,
CEILING 8'-0" A.F.F.
(STEPS 1-3)
PRO -MAR LATEX
WHITE METAL
PRO -MAR LATEX
PRO -MAR LATEX
PRO -MAR LATEX
SEMI -GLOSS.
LINER PANELS
SEMI -GLOSS.
SEMI -GLOSS.
SEMI -GLOSS.
ABOVE
CONCRETE
POLISHED
4 RUBBER/
BLACK
GYP BOARD TO
SEE 1/A4 FOR FINISH
GYPSUM BOARD
SEE 1/A4 FOR FINISH
GYP BOARD TO
SEE 1/A4 FOR FINISH
GYPSUM BOARD
SEE 1/A4 FOR FINISH
EXPOSED TO
EXPOSED TO
REFER TO FINISH
102
SALES AREA
FLOOR POLISHED
CONCRETE
VINYL BASE
10'-0" A.F.F. ON
PAINT LOCATIONS
PER HEIGHT
PAINT LOCATIONS
10'-0" A.F.F. ON
PAINT LOCATIONS
TO ROOF DECK
PAINT LOCATIONS
STRUCTURE
STRUCTURE
PLAN 1/A4 FOR
WITH SEALER
WHITE METAL
NOTED ON WALL
WHITE METAL
ABOVE
ABOVE
ADDITIONAL
(STEPS 1-8)
LINER PANELS
ELEVATIONS
LINER PANELS
NOTES
CONCRETE
CONCRETE
N/A
N/A
METAL LINER
LIGHT STONE.
GYPSUM BOARD
LIGHT STONE
METAL LINER
TAPED. PAINTED AS
METAL LINER
TAPED. PAINTED AS
EXPOSED TO
N/A
103
RECEIVING AREA
FLOOR SEALED
WITH SEALER
PANEL ABOVE CMU
PAINT CMU SW#6149
TO U/S OF DECK
PANEL TO 8'-0" AFF
REQUIRED BY CODE.
PANEL TO 8'-0" AFF
REQUIRED BY CODE.
STRUCTURE
(STEPS 1-3)
ABOVE
MTL, LINER PANEL TO
MTL.. LINER PANEL TO
ABOVE
DECK AS ALTERNATE.
DECK AS ALTERNATE.
CONCRETE
SHERWIN WILLIAMS
8'-0" HIGH FIBERGLASS
GYPSUM BOARD
8'-0" HIGH FIBERGLASS
GYPSUM BOARD
8'-0" HIGH FIBERGLASS
GYPSUM BOARD
8'-0" HIGH FIBERGLASS
2' X 4'
WHITE
104
GENDER
FLOOR SEALED
ACRYLIC SILICONE
4�� RUBBER/
BLACK
GYPSUM BOARD
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
GYP BD OR ACT
NEUTRAL
SILK CHOCOLATE
VINYL BASE
TO 8'-0" AFF
"WHITE"
"WHITE"
"WHITE"
"WHITE"
CEILING
HC-117 (STEPS 1-3)
8'-0" A.F.F.
CONCRETE
SHERWIN WILLIAMS
8'-0" HIGH FIBERGLASS
GYPSUM BOARD
8'-0" HIGH FIBERGLASS
GYPSUM BOARD
8'-0" HIGH FIBERGLASS
GYPSUM BOARD
8'-0" HIGH FIBERGLASS
2' X 4'
WHITE
105
GENDER
FLOOR SEALED
ACRYLIC SILICONE
4" RUBBER/
BLACK
GYPSUM BOARD
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
TO 8'-0" AFF
REINFORCED PANEL -
GYP BD OR ACT
NEUTRAL
SILK CHOCOLATE
VINYL BASE
TO 8'-0" AFF
"WHITE"
"WHITE"
"WHITE"
"WHITE"
CEILING @
HC-117 (STEPS 1-3)
8'-0" A.F.F.
CONCRETE
POLISHED
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
GYPSUM BOARD
SHERWIN WILLIAMS -
2 X 4 ACOUSTICAL
WHITE
107
HALLWAY
FLOOR SEALED
CONCRETE WITH
4�� RUBBER/
BLACK
GYPSUM BOARD
SW6991 BLACK MAGIC,
TO 8'-0" AFF
SW6991 BLACK MAGIC,
TO 8'-0" AFF
SW6991 BLACK MAGIC,
TO 8'-0" A.F.F. ON
SW7005 PURE WHITE,
CEILING @ 8'-0"
SEALER (STEPS 1-9)
VINYL BASE
TO 8'-0" AFF
PRO -MAR LATEX
PRO -MAR LATEX
PRO -MAR LATEX
BULKHEAD
PRO -MAR LATEX SEMI-
A.F.F.
SEMI -GLOSS TO 48"
SEMI -GLOSS TO 48"
SEMI -GLOSS TO 48"
GLOSS ABOVE 48"
AFF. SHERWIN
AFF.
AFF.
AFF.
WILLIAMS - SW7005
SHERWIN WILLIAMS -
SHERWIN WILLIAMS -
PURE WHITE,
SW7005 PURE WHITE,
SW7005 PURE WHITE,
PRO -MAR LATEX SEMI-
PRO -MAR LATEX SEMI-
PRO -MAR LATEX SEMI-
GLOSS ABOVE 48"
GLOSS ABOVE 48"
GLOSS ABOVE 48"
AFF.
1AFF.
1AFF.
NOTE: ALL ALL PAINTED WALLS TO
BE PRIMED FIRST, THEN PAINTED
INTERIOR PAINT SCHEME:
DOLLAR GENERAL TRADITIONAL (E)
NOTE: ALL DOORS & DOOR FRAMES
INSIDE SALES AREA (EXCLUDING MAIN
STOREFRONT ENTRANCE & RELATED
GLAZING) SHALL BE PAINTED SW 6991
"BLACK MAGIC"
FLOOR FINISH LOCATION PLAN
Scale: 1/16" = V-0"
NORTH
PRE -FINISHED METAL LINER PANELS
TO UNDERSIDE OF DECK ABOVE
— — — — — — — — T — — — — — — — —
. ////////,•-r/////////ter///////.'.�
ELEVATION 'A'
U
C?
0
0
TRANSFER GRILLE - REF.
MECHANICAL DRAWINGS
TO 48" A.F.F. P -
26'-8"
ELEVATION 'B'
1
ELEVATION 'C'
ELEVATION 'D'
PEMB FRAMING, PAINT TO
MATCH ADJACENT WALL —
PRE -FINISHED METAL LINER
PANELS TO UNDERSIDE OF
DECK ABOVE �
NINE
O
O
Pi PRE -FINISHED METAL LINER PANELS PEMB FRAMING, PAINT TO P1
TO UNDERSIDE OF DECK ABOVE MATCH ADJACENT WALL
25'-0"
Q
12'-0"
Scale: 1/8" = P-0"
;
10'-0"
WALL PAINT LEGEND
p ; I SW6910 "DAISY"
p2 SW6991 "BLACK MAGIC"
r?31 SW7005 "PURE WHITE"
pq EXPOSED LINER PANEL
P5 DENOTES GYPSUM BOARD, TAPED AND
MUDDED ONLY
NOTE:
PAINT EXPOSED STRUCTURE SW7005 PURE WHITE
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/1 8/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #,t: 20360
Drawing Title
ROOM FINISH SCHEDULE AND
SALES FLOOR ELEVATIONS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDTA 8.0233
A4
DOOR SCHEDULE
DOOR
WIDTH
HEIGHT
THICKNESS
NO.
Type
DOOR HARDWARE
REMARKS
100
A
3' — 0"
7' - 0"
1 3/4"
1-1/2 PAIR HINGES 1 STANLEY PASSAGE LOCKSET CL230—E-626-S4 — NO KEY REQUIRED, 1 STANLEY DOOR CLOSER DC311-689 1 IVES WALL STOP #402-1/2B-26D
( ) ,O Q Q ,O Q ,O
SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED INTERIOR
SIDE OF ALL DOORS AND FRAME TO BE SW6991, "BLACK MAGIC" (SEMI —GLOSS).
101
B
1 _ „
3 0
1 _ „
7 0
1 3/4 „
1-1/2 PAIR HINGES 1 STANLEY STOREROOM LOCKSET QCL270—E-626-S4-SC-KD — KEY #1 1 STANLEY DOOR CLOSER QD 311-689 1 IVES WALL STOP #402-1/2B-2 D
( ) � O C � O � O ,
SOLID WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED
(1) TACO DOOR VIEWER #TA3310PC.
SW6991, "BLACK MAGIC" (SEMI -GLOSS) - BOTH DOOR & DOOR FRAME.
102
E
3' - 0"
7' - 0"
1 3/4"
(1-1/2) PAIR HINGES, (1) VON DUPRIN GUARD-X EXIT ALARM LOCK #2670-28,
HOLLOW CORE INSULATED METAL DOOR. SEE SHEET A2 FOR EXTERIOR PAINT;
(1) STANLEY DOOR CLOSER QDC311-689, (1) DOOR PULL 8N US28, (1) DOOR SWEEP, WEATHERSTRIPPING, (1) 7015SC8-26D—RIM CYLINDER
PAINT INTERIOR SW6991, "BLACK MAGIC" — DOOR & FRAME.
103A
D
6 — 0
7 — 0
1 3/4
3 PAIR HINGES COMPATIBLE WITH FIRE RATING 2 SVR EXIT QED316-36"-7FT-689 1 EXIT TRIM QRT330—E—SC-KD-689 2 BURNS PULL PLATES #5410-32D-26D—GRIP
45 MIN. FIRE RATED HOLLOW METAL DOOR PAINTED SW6991 "BLACK MAGIC"
(2) BURNS PUSH PLATES #54—US32D, (4) IVES KICK PLATES #8400—S32D-8X34 (2) STANLEY DOOR CLOSERS QDC311-689
(SEMI —GLOSS) — BOTH DOOR & DOOR FRAME.
103B
G
6' — 0"
7' — 0"
1 3/4"
3 PAIR HINGES 1 VON DUPRIN GUARD—X EXIT ALARM LOCK #2670-28 1 VON DUPRIN GUARD—X DOUBLE DOOR STRIKE #2609 1 DETEX DOUBLE DOOR HOLDER #DDH-2250 TOP &
HOLLOW CORE INSULATED METAL DOOR. SEE SHEET A2 FOR EXTERIOR
BOTTOM, (4) STANLEY DOOR CLOSERS QDC311-689, (2) BURNS PULL PLATES #5410-32D-26D-GRIP, (1) 2" DOOR SCOPE #DS/1000MB,
PAINT. PAINT INTERIOR SW6991, "BLACK MAGIC" (SEMI —GLOSS) — BOTH DOOR
(2) 8" DOOR HOLDERS #608Z, (1) NATIONAL GUARD HD THRESHOLD #425 HD-6 FT., (2) DOOR SWEEPS, WEATHERSTRIPPING. (1)7015SC8-26D RIM CYLINDER
& DOOR FRAME.
104
A
3' — 0"
7' — 0"
1 3/4"
(1-1/2) PAIR HINGES, (1) STANLEY STOREROOM LOCKSET QCL270-E-626—S4—SC-KD — KEY #2,
SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED SW6991,
(1) STANLEY DOOR CLOSER QDC311-689, (1) IVES WALL STOP #402-1/2B-26D.
"BLACK MAGIC" (SEMI -GLOSS). UNDERCUT WOOD DOOR OR PROVIDE GRILL IN
HM DOOR FOR VENTILATION.
105
A
3' — 0"
7' — 0"
1 3/4"
(1-1/2) PAIR HINGES, (1) STANLEY STOREROOM LOCKSET QCL270—E-626—S4—SC—KD — KEY #2,
SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED SW6991,
(1) STANLEY DOOR CLOSER QDC311-689, (1) IVES WALL STOP #402-1/2B-26D.
"BLACK MAGIC" (SEMI -GLOSS). UNDERCUT WOOD DOOR OR PROVIDE GRILL IN
HM DOOR FOR VENTILATION.
106
H
6' — 0"
7' — 0"
BY DOOR MANUFACTURER TO BE RE —KEYED BY DOLLAR GENERAL AREA MANAGER WITH (1) ILCO RIM CYLINDER #7015SC8-26D.
21'-0" BI—PART WITH TRANSOM AND GLASS. BRONZE FINISH. REFER TO COVER
SHEET FOR VENDOR INFORMATION.
C
f
NOTE: PULL
HANDLES AND
DOOR CLOSERS
ARE TO BE
LOCATED ON
THE NON -SALES
SIDE OF DOORS.
D
i
(��\_
LEVER
HANDLE
3'-070,
INTERIOR DOORS TYP.
o TACZO DOOR
VIEWER
f`
LEVER
HANDLE
W/KEY #1
3'-0"
op
CD
OFFICE DOOR
NOTE: PULL
HANDLES AND
DOOR
CLOSERS ARE
TO BE
LOCATED ON
THE
PULL
RECEIVING
HANDLES
SIDE OF
DOORS.
8" KICK PLATES
FRONT & BACK
K///Z /I
3' — 0"
3'-0"
CiD
INTERIOR RECEIVING DOORS
I
EMERGENCY EXIT ONLY
A-M WILL SOUND
ALARM PANIC
DEVICE
O
EMERGENCY EXIT DOOR
I
FULL HEIGHT -
ASTRAGAL
(EXT.)
0
%
2" VIEWER
i
8" KICK DOWN
DOOR HOLD
OPENERS
01
3' — 010
L I - V
of
ADDRESS #
I
o.
O
I
0
0
o
HSS 4X4 REFER TO
STRUCTURAL
DRAWINGS
0
I
i�
HSS 4X4 REFER TO
STRUCTURAL
DRAWINGS
3'-2"
4'
4'-0"
6'-0„
4'-0"
4"
3'-2"
7,-6„
7,_601 „
40
14'-0"
CE)
STOREFRONT ENTRANCE
EXTERIOR REC
1 DOOR DETAILS
Scale: NTS
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1 61 5
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
DOOR SCHEDULE AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDTA 8.0233
A5
6'-11 %2"
i �GENDER�
/ NEUTRAL
IVES WALL / 0411
MOUNTED I 7'-4Y2" I
DOORSTOP _
—�----
4" TYP
104 �
Q McCUE TRIM KIT 6'-6"
W WITH BUMPER
U GUARDS AND 10
CART STOP
d. (REF DETAIL 5 A6 HALL
THIS SHEET) — 107
105 I
_ I I
IVES WALL
MOUNTED /
DOOR STOP —� 7'-4/2" - _\ -1
A
GENDER
°°
`gyp" NEUTR L r
3 A4 m \ 10 5
C
LO
� I
102
SALES AREA
7'-4%2"
100
ROOM
M BREAK
r
100
M
IVES WALL
MOUNTED 17
DOORSTOP 101
4'-0%2" 3'-0
4'
O
101
OFFICE
McCUE TRIM KIT
WITH BUMPER
GUARDS AND 4/„
CART STOP 7'-8%2"
(REF DETAIL 5 0
THIS SHEET)
LOW WALL
PARTITION
O O
co co
'T° ' D J L
on
C° o Q I
12"X12" LOUVERED VENT ``' r
FOR HUB DRAIN ACCESS -
MAINTAIN REQUIRED n — INTERNATIONAL
HEIGHTS AND _ _ VENDER SYMBOL OF
CLEARANCES FOR ACCESSIBILITY
DRINKING FOUNTAINS 2" NEUTR _
ACCESS PANEL DETAIL
1O � HC WALL SIGN _
Scale: 1/2"=1-0"
EO SIGNAGE SHALL COMPLY WITH ANSI All 17.1 2009 SIGNS
40" SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND
O REAR WAL SYMBOLS SHALL CONTRAST WITH THEIR
1/2" GYPSUM BOARD ON FINISHED BACKGROUND.
2-1/2" METAL STUDS @ co M FLOOR
16" O.C. THIS WALL Q _....._ __ HC RESTROOM SIGN LOCATED ON THE WALL ADJACENT TO THE LATCH
1/2" GYPSUM BOARD X\ _._ I ' Y SIDE OF THE DOOR OR ON THE NEAREST ADJACENT WALL,
Q Y I - - - p PREFERABLY ON THE RIGHT
ON 3-5/8" METAL _ Q o z ivL i Q 'v _
STUDS @. 16" O.C. �, v v m 02 ADA, _ oo - _ SE r c�, 2, _
FINISHED O "� N o N r-- Z NOTE #2 N O O O
FLOOR
t ACCESSIBILITY SIGNAGE
SOAP GRAB BAR EWC RAIL ELEV TOILET AND MIRROR UNIT BABY HAND DRYERCOAT HOOK Scaler 1" = 1'-0"
o DISPENSER TOILET PAPER CHANGING
N
N ADA DRINKING
FOUNTAIN
(REF PLUMBING)
WALL HYDRANT
(REF PLUMBING)
1/2" GYPSUM
BOARD ON 3-5/8"
METAL STUDS @
16" O.C.
1/2" GYPSUM
BOARD ON 2-1/2"
METAL STUDS @
zzC)
0
N CONTRACTOR SHALL LEAVE
AN AS -BUILT SET OF
CONSTRUCTION PLANS,
ROLLED UP AND PLACED
INSIDE 4"x36" PVC PIPE
MOUNTED HORIZONTALLY ON
THE WALL ABOVE THE DOOR
0?
d-
IVES WALL MOUNTED DOOR STOP
6
A3a
HOLDER STATION
NEW TACTILE EXIT SIGNAGE
i rirrrr� T/'1 T� nn ni irrT r�r� r�rTn n �
9 MOUNTING HEIGHTS
8" HORIZONTAL BUMPER
TRIMMED TO 8" SHORTER THAN
THE SPACE WHERE APPLIED,
CENTER IN SPACE.
McCUE TRIM KIT
ASK FOR THE
KIT OPTION E\F -
N II
8" PVC BUMPER
GUARD (TOP AND
BOTTOM) (1) 36" CORNER GUARD
BUMPER GUARD DETAILS
5 Scale: NTS
4'-0"
MIN
CLEAR FLOOR
SPACE FOR
iV
I LAVATORY
FIXTURE
3 ADA CLEARANCES
Scale; NTS
2'-0"
MIRROR
a W/ FRAME
c
1'-6"
MIN.
Z
c
O
L0
10" x 6" LOUVERED - 4" BASE
A VENT, (1) IN EACH
RESTROOM
NORTH
RESTROOM/OFFICE/BREAK ROOM PLAN
Scale:1/4" = V-0"
RESTROOM ELEVATIONS
Scale: NTS
� TACTILE EXIT SIG NAG E
Scale. 1/2 - 1-0
4'-0" MIN
I
CLEAR
FLOOR
SPACE
P
N
0
H
LO
0
0
3/8" M INTO 1/2" MAX
CONTRACTOR TO VERIFY THAT EXISTING
SIGNAGE COMPLIES WITH THIS DETAIL. IF
SIGNAGE DOES NOT COMPLY OR DOES
NOT EXIST THEN PROVIDE NEW PER
DETAILS & AS REQUIRED BY LOCAL
AUTHORITIES.
FIN. FLR
1'-6"
1 7" - 19
TACTILE CHARACTERS TO BE FONT
'SANS SERIF' (ALLUPPERCASE)
WITH MAX. HEIGHT OF 2", WIDTH TO
HEIGHT RATIO BTWN 3:5 AND 1:1
AND STROKE WIDTH TO HEIGHT
RATIO BTWN 1:5 AND 1:10.
CHARACTERS SHALL BE RAISED
1/32" FROM SIGN SURFACE..
SIGNAGE BACKGROUND TO BE
CONTRASTING COLOR TO TEXT.
GRADE 2 BRAILLE EITHER
CENTERED OR JUSTIFIED LEFT
3/8" TO 1/2" MAX BELOW TACTILE
CHARACTERS. SEE ADA
ACCESSIBILITY GUIDELINES FOR
BRAILLE SPECIFICATIONS.
TACTILE EXIT SIGNAGE DETAIL
O
c�
Z N
i�
8"
6"
MIN
MAX
0
c
Scale: 6" = V-0"
34" A.F.F.-
4 GRAB. BAR. DETAIL
Scale: NTS
MIRROR
,SOAP
DISPENSER
PAPER TOWEL
HOLDER
INSULATE
AROUND
PIPES
8"
MIN
V61
2
17" MIN.
BASS SECURITY SERVICES, INC. 888-774-3400 EXT. 2024
BASS SECURITY PARTS
B155
BOBRICK 24 OZ. SOAP DISPENSER
B2740
BOBRICK DOUBLE TOILET TISSUE DISPENSER
B253
BOBRICK PAPER TOWEL DISPENSER
54-US32D
BURNS PUSH PLATE
5410-32D-26D-GRIP
BURNS PULL PLATE
DDH-2250 **
DETEX DOUBLE DOOR HOLDER
DS/1000MB
DOOR SCOPE (FOR RECEIVING EXIT DOOR)
608Z
8" DOOR HOLDER
770SAV-3FT
3 FT DOOR SWEEP
770SAV-4FT
4 FT DOOR SWEEP
W101S-DANE-626
FALCON PASSAGE LEVERSET
W581 PD-DANE-626
FALCON STOREROOM LEVERSET
A-2436
GAMCO 24" x 36" ANGLE FRAME MIRROR
150Sx36
GAMCO 1 1/2" X 36" GRAB BAR
150Sx42
GAMCO 1 1/2" X 42" GRAB BAR
150Sx18
GAMCO 1 1/2" X 18" GRAB BAR
MS-1
GAMCO MOP HOLDER
5400
HAGER DOOR CLOSER
7015SC8-26D *
ILCO RIM CYLINDER
402-1/213-26D
IVES WALL STOP
452B26D-4
IVES 4" DOOR HOLDER
8400-S32D-8X34
IVES KICK PLATE
NATIONAL GUARD HD THRESHOLD
425 HD - 6 FT.
(FOR RECEIVING EXIT DOOR)
TA331OPC
TACO DOOR VIEWER
2670-28
VON DUPRIN GUARD-X EXIT ALARM LOCK
2609 **
VON DUPRIN GUARD-X DOUBLE DOOR STRIKE
892SAV-84INCH
WEATHERSTRIPPING
* MUST HAVE ONE RIM PER EXIT DEVICE.
** MUST HAVE DOUBLE DOOR STRIKE AND TWO DOUBLE DOOR
HOLDERS FOR ALL DOUBLE EXIT DOORS.
REST ROOMS:
1. RESTROOMS SHALL COMPLY WITH ALL BUILDING (FEDERAL,
STATE, AND LOCAL) FIRE, AND HEALTH DEPARTMENT CODES
AND ADA REQUIREMENT.
2. PROVIDE AND INSTALL 2'x3' MIRROR (OR LARGER IF REQUIRED
BY CODE).
3. CONTRACTOR TO INSTALL SOAP DISPENSERS, TOILET PAPER
HOLDERS, DOOR CLOSERS, DOOR HOLDERS, EXHAUST FANS,
AND ALL BASS SECURITY PARTS IN BOTH
RESTROOMS.FAUCETS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING OF THE WRIST.
4. INSTALL INSULATION ON ALL EXPOSED PIPES BELOW SINKS
AND LAVATORIES TO COMPLY WITH STATE AND LOCAL CODES.
5. SEE FIXTURE MOUNTING HEIGHTS FOR ALL TOILET ROOM
ACCESSORIES. VERIFY HEIGHT WITH LOCAL CODES.
6. CONTRACTOR TO VERIFY LOCATION OF OWNER SUPPLIED
TOILET ACCESSORIES WITH ARCHITECT PRIOR TO
INSTALLATION.
7. 6"x9" ACCESSIBLE TOILET ROOM SIGNAGE TO BE WHITE TEXT
AND SYMBOLS ON BLUE BACKGROUND, TYP. VERIFY
REQUIREMENTS WITH LOCAL CODES.
8. WHERE WASTE RECEPTACLES, DISPENSERS AND OTHER
EQUIPMENT WITH CONTROLS ARE PROVIDED, AT LEAST ONE
OF EACH IN EACH TOILET ROOMS SHALL BE LOCATED ON AN
ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS WITHIN 48"
FROM THE FINISHED FLOOR.
18" VERTICAL
GRAB BAR PER
CODE
STAINLESS STL.
GRAB BAR
2 ROLL TOILET
TISSUE HOLDER
d-
g
co
54 MIN.
42 MIN.
39" - 41
12
r
d-
M m
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O.. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
ENLARGED PLANS
AND TOILET ROOMS
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
A6
;r
26'-0"
PROTOTYPICAL MAIN BUILDING SIGN FOR 'A', 'B', 'E' & 'F' SCHEMES
33'-3"
THIS SIGN IS TO BE PROVIDED AND INSTALLED
BY THE DEVELOPER OR CONTRACTOR AT THE
BEGINNING OF CONSTRUCTION PROJECT.
I
3
,
s
mw_
�
e
m
M
t
.......... 3
PROTOTYPICAL MAIN MAIN BUILDING SIGN FOR'C' &'D' SCHEMES
PRIMARYTKIS IS THE O. SIGN
FOR ALL LOCATIONS.
Building Signs
Sign Size Sign Weight # of Circuits Asps Voltage
3'-0" x 28` box 441 1 b (1') 15 A 5 11
41-61 x 33_ " box 750 lbs. (1) 15 A 8.4 115
Building Letters
Sign Size
Sign Weight
# of Circuits
Amps
Voltage
18"
215 lbs.
(2) 15 A
19.6
115
24"
288 lbs.
(1) 15 A & (1) 20 A
23.45
115
30"
87 1 bs .
(2) 20 A
28
115
3 "
640
1b .
(2) 15 A & (1) 20 A
32.9
115
Monument Signs
Sign
Size
Sign Weight
# of Circuits
Amps
Voltage
4' x
8'
188 lbs.
(1) 15 A
1.7
115
5' x
10'
375 lbs.
(1) 15 A
3.4
115
8' x
1 '
738
lbs.
(1)
15
A
5
115
SIGN SPECIFICATIONS
1. BUILDING SIGN: PROVIDE CONDUIT AND WIRE FROM ELECTRICAL PANEL
TO THE SIGN. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2
WIRE WITH GROUND. THERE SHALL BE SUFFICIENT SUPPORT FOR THE
DOLLAR GENERAL SIGN OF UP TO 1400 LBS. NOTE: IF THE LEASE
SPECIFIES A 36" LETTER SET (1200 -1348 LBS CRATED), 1 qty. - 10/2 WIRE
WITH GROUND.
2. MONUMENT SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO
LOCATION OF THE MONUMENT SIGN BASE. BURY CONDUIT UNDER
PARKING AREA. REFER TO ELECTRICAL PLANS FOR CONDUIT AND
WIRES. NOTE: USE 4'-0" X 8'-0" MONUMENT SIGN - REFER TO CIVIL
DRAWINGS FOR LOCATION.
3. FINAL ELECTRICAL CONNECTIONS FOR SIGN SHALL BE THE SIGN
VENDORS RESPONSIBILITY SINCE THE 'S BOX AND WIRES ARE IN PLACE.
4. SEE CHART ABOVE FOR SIGN SPECIFICATIONS.
5. SEE SHEET A8 FOR SIGN BRACING DETAILS.
6. MONUMENT SIGN CABINETS TO CLEAR 15' FROM GRADE AND EDGE
SHALL BE LOCATE NO CLOSER THAN 10' TO ANY OVERHEAD UTILITY
LINES.
16'-1 " 10'-1 " 1, 1, 8'-0 1 /2" L L 10'-0 1 /2"
0
LO
JSE ONLY.
� SIGN ®ETAILS
Scale: NTS
I
ONLY.THIS SIGN IS FOR SPECIALTY
USE
N
9
F_
THIS SIGN IS FOR SPECIALTY
USE ONLY.
CONSULTANT:
SEAL- JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12 18 2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1 61 5
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SIGN DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
A7
F
0
NOTE:
SIGNAGE SHALL BE B ®UNDER SEPARATE PERMIT
AgiLight WHITE
LED (4500° K)
ELECTRICAL OUT
PROVISION
�_-_-'.wi ,rt • w 1_I / a_-1 iw_ +we, y"•!s
I.a �♦ 0e B /s�wo`♦ l ® 9 i8♦ 1 .' 0 B tI_w♦a♦
I ♦
1 1 ♦ ° i i ♦ ♦ 1 ® ® ! I P B 8
.1 � f f•1 I B 1•B 1.0 /A#j\0 1 1•i ,ws B °•°
1 1 f 1 1 i ! ♦ 1 1 B%B 1/ __
_%
� 1,.+• A aro B 1 e_e_. 1 / ♦ 1 ♦ wa-
A..__-® t , lo�
° !m _ / ,♦
1 1 , 1* / °
°• ®1 ° / 0 *� / °
/ /1/ ,/ /
/ w.rwr.. /
1-�-® ; i_-...@®
1 i _ / 1 ♦ °
1• `®ml �,IVBi I
1 1--- 1 / �� i'
I__♦ Ivt
♦' 1 1
f ® ♦ 1 ,
i• J//1t`\\ ♦ 1•
I i[�♦ ♦% 1°
2'-10 33116" 3'-1 1116" Z'-4 31/1E6 --2'-7 35/16"
2'-913/16" 4'111/16" 3'-1"
Ti 1/16"
2'-1 1/2"
2'-413116"---3'-35/16'
2'-95116"
50 LEDs 44 LEDs 27 LEDs 27 LEDs
44 LEDs 48 LEDs 44 LEDs
41 LEDs 46 LEDs
41 LEDs 48 LEDs
44 LEDs 27 LEDs
LED LAYOUT
CONDUITTO
CONDUIT
BUILDING WALL
General LED
PRIMARY
DRIVER
ZO AMP
WIRING DIAGRAM
LETTER
RACEWAY
DISCONNECT
SWITCH
ELECTRICAL REQUIREMENTS:
LED: (531) AgiLight LS-CORE-45K-01 WHITE (4500° K)
120 LEDs MAX
DRIVER: (6) General LED PS12-60W-100-277V @ 0.8 AMPS
PER DRIVER
TOTAL LOAD: 4.8A @ 120VAC
CIRCUITS: (1) 20 AMP REQUIRED
CLIENT:
,;
�Do�AR �� /t f®
AL
4-
36" LETTERS W/ ALUM, BACKER - 140 MPH
SI{L
aY:"
Project Number.
LINK Engineering L.L.C.
n35 souu,o maL N xvU°,'rvmwsrc3T922
�-'% I'ItO $es153a AoohFax (865, sag-96>1.
" —f� oea ne twm-.ankangr.cmn
®
_......
-
NOTE: ldl we is and plans Indicated an this drawing era the We ' rty of
Da dir General tor4 tigt, created specificalty for the noted project Um of these
desgns o pw s {oranypurposeochethanOF
prahDited vidlxout the written consent of Odlor Generd Cprpomtion. Disdasure pf
Ue information enclosed wi{hw, without consent of owner, is p vioiottan of
any."
inteitecturil ert and &.11 not bs tolerated.
63N1ft3
-
ADDED SQ FT
SG
--
3
DATE:
/ /
C31 04! 1 J�
Draii Number:
B314QD3
ZE
09104172
MISC; REVISION PER FEEDBACK
JBL
-
REV.
DATE
DESCRIPTION
BY:
APR:
6"
EXTERIOR
FINISH
RACEWAY ELECTRICAL OUT SIGNCOMP 8" RACEWAY SYSTEM;
PROVISION; AS SHOWN PAINT TO MATCH BUILDING
—4'-0" 4'-0" T - 4'_0,, 3'-6" 21_10*
2'-3'—
4 1116" r l
16'-3 9/16" 1 I
#10 MACHINE SCREW 0,125" ALUM. PANEL;
W/ RIVET -NUT, FLAT, MATTE BLACK 2 PART ELEVATION & MOUNTING LOCATION
& LOCK WASHERS POLYURETHANE PAINT
3/8" DIA. HILTI HLC SLEEVE
ANCHOR W/ A MINIMUM
3/8" DIA. THREADED OF 1 1/4" EMBEDMENT
ROD W/ NUT, FLAT,
& LOCK WASHERS 4"1
ALUM. PLATE
----------------------- 1 1/2"1 1/2"x3/16" STEEL ANGLE; (6061-T6)
------ ------ ------ MUST SPAN A MIN. OF (2) STUDS
& ATTACH TO EACH STUD
W/ 1/4" FASTENERS
I
I
I
MOUNTING @ FRAMED WALL
I„
�MI Illy
WALL STUD
@ 16" O.C.
1 CONDUITTO
PRIMARY
I
WALL
I SHEATHING
112" DIA.
PIPE SPACER 1
4"x13"x3/8"
ALUM. PLA
(6061-T6)
7/16" DIA.
HOLE
MOUNTING PLATE DETAIL
'I FTTi Vii Al I IRA RA(i _
LETTER ELECTRICAL OUT
PROVISION; AS SHOWN
IT-9
LETTER MOUNTING
LOCATION; AS SHOWN
MOUNTING d MASONRY WALL
MI'H '. 2 JBL
properly of
halt a{ these
xi
Jisdosurr e at OF DATE:
a vroktion of 3 03/0$/13
0" 11 1/2"
4' 13"x3(8" ALUM. PLATE (6061-T6);
PAINT TO MATCH BUILDING
HILTI ANCHOR SYSTEM TO BE INSTALLED
IN STRICT ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS AND RECOMMENDATIONS,
MASONRY WALL
CONDU IT TO
PRIMARY
RACEWAY PROFILE
13-0181 LINK Engineering, L.L.C.
Ong. Number.. L Imo.._^ +as sn"ti:Darin �arwrKnaxvma. rv+v,essse s�sn
L / h:� Phorre: iC651-539-4nGl.rax: (.M i349651
6314003 ' l of a e: w w.I19r. om
1T-7 3/8"
Q V
m
0.125" ALUM.
ELEVATION --BOND TO PANELS
0.125" ALUM. PANEL; LETTERS; #2037 YELLOW SEAM @ 0,125" _ _
MATTE BLACK 2 PART ACRYLIC FACES ALUM. PANEL T_ _ _ -
POLYURETHANE PAINT 0.125" ALUM. SIGNCOMP #1986 8" RACEWAY
-5"--j--713/16" PANEL COVER; PAINT TO MATCH BUILDING -- _----_--_--
_ ALL EXPOSED FASTENER HEADS DETAIL fa? SEAM 0.125" ALUM.
0.050' ALUM. RETURN; SHALL BE PAINTED TO MATCH PANEL
MILL PAINT MATTE BLACK SIGNCOMP #1979 8" RACEWAY THE EXTERIOR CABINET FINISH
0.090" ALUM, BRACE/BRACKET @ EACH - SQ. FT.
BACK MOUNTING PLATE & DRIVER ACTUAL- 131,16 s%ft.
SIGNCOMP #1982 8" RACEWAY BOXED - 149.45 sq. ft.
#10 S.S. HEX BACK; PAINT TO MATCH BUILDING NOTES:
HEAD THREAD
1. Design is based on 140 mph 3 second gust
ROLLING SCREW 1" BLACK #8 S.S. THREAD ROLLING 0.125" ALUM, design wind speed per IBC 2006. Category II.
3116" ACRYLIC FACE; SCREW 15" O.C. PANEL E Exposure C, components & cladding, zone 5.
#2037 YELLOW � JEWELITE _ — - _ � _ _ _ _ P p 9=
5" STAPLE/CLINCH OR 2. No additional wind catching surfaces are
tr _ RIVET PERIMETER added to the building structure. The
0.050" ALUM. customer's building engineer is to determine
0.090" ALUM.
0.090" ALUM. 3/16" RETURN _rBACK the adequacy of the supporting stricture,
BACK ACRYLIC 3, Aluminum housings shall be fabricated from
FACE _ _ 3003-H14 sheet. Extruded shapes shall be
T #10 MACHINE SCREW 6063-T6, unless noted otherwise.
DETAIL (a7 RETURN 4, All fasteners shall be zinc coated to
I W1 RIVET -NUT, FLAT, prevent corrosion unless noted otherwise.
r CONDUIT TO & LOCK WASHERS 5. All wall penetrations shall be sealed
PRIMARY (BEYOND) to prevent water intrusion.
INTERIOR OF LETTERS TO BE . 6. This design is prototypical and should not
1 8 EACH SIDE OF PAINTED LACRYL STARBRITE WHITE, be used for site specific applications unless
118" PLATES; TYP. RAW EDGES OR UNCOATED reviewed and deemed suitable for use at that
114" DIA. BOLT W/ SURFACES SHALL NOT BE USED. site by a competent Professional Engineer.
RIVET -NUT: FLAT & i I 4"x13"x3/8" 1`.LUM. PLATE
AgiLight WHITE LOCK WASHERS I (6061-T6); PAINT TO
LED (4500° K) MATCH BUILDING
GRAPHICS DEPICTED ON THIS DRAWING ARE
FOR ILLUSTRATIVE PURPOSES ONLY,
DO NOT USE THIS DRAWING FOR PRODUCTION ART,
General LED TOP & BOTTOM OF REFER TO PRODUCTION ELECTRONIC FILES
1 1 /4" DIA.__",!�� DRIVER RACEWAY; TYP.
WEEP HOLES
(2) 1/4" DIA.
TYPICAL SECTION WEEP HOLES I SIGNCOMP #1981 8" RACEWAY
- - FRONT; PAINT TO MATCH BUILDING
FABRICATED RACEWAY IS ACCEPTABLE _
WITH SHOP SUBMITTALS.
DETAIL @RACEWAY
CLIENT: 36" LETTERS W/ ALUM. BACKER - 140 MPH SHT. BY: Project' Number. NEngineering
7y ys 7+`y�
�... NOTE: AN dostgrre and plain indicated anthisdrawing as the sate property of 1 JBL 1 3-0.181 LINK El[g[need in L.L.C.
j 03fD1113 ADDED SQ FT - gC Dollar Genarai Caraarattrm, crewed spsctflcaily for the noted prajest U� of these _ _ -
GENERADOLLAR „ — designs or plans far any PPurpose other than the Intended oppiicotzm shol( be OF - DATE: Drpwin Number:
MISC. REVISION Pert FEEDHAGY. d — prahbiled without the wR w aaneent of Dollar General Corp anion. D1.1a611re of Z h r� .I 9 /Y�- t355°u[h rJavitl L K oxNll T 6see 31922
any of tfie infwmafim, me gsed withal, without aonsent of pwner, is a Wai of 3 03/04/ 1 3 8314003 Phon3: (86
REV: DATE DESCRIPTION ny. APR: in{ei f " r a dsZo nai tes tolerated. oarine..t•«w.Im6eaa,cma
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION,
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/201 8 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANnLOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SIGN BRACING DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
A8
1" CONDUIT TO
EMS PANEL
BELOW
CABLE TRAY
12'-10 1 /2" ±
CUT SECTION
AS REQ'D
RECEIVING AREA
103
N Z
ti
o �
z
NOD
%gib
�wW
U)
J ? Q
my
Q U CABLE TRAY: 38'-4"
2'-6" CUT SECTIONS AS REQ'D
CABLE
TRAY
CNR.
SALES AREA
102
CABLE IIRAY: 52'-11" CUT SECTIONS AS
N R.
in
i
Q
Q U)
z
�O
- U 4'-4"
Q W CT
u BUNDLE ALL U
WIRES AND ROUTE U
TO CABLE TRAY
2'-6" TEE. TYP.
CA 3LE TRAY
C JT TO FIT
**PRE -PUNCHED 1 1/4" �O
GALVANIZED ANGLES ARE
APPROVED EQUAL TO UNI-STRUT
UNISTRUT FOR GRAPHICS
BY OTHERS. BOTTOM OF
SIGNAGE T-0" AFF.
U
'-11" ±
C.T@
3 5/8" 20 GA. METAL
STUD TO
1/2" MIN GYP
STRUCTURE ABOVE
BD TO DECK
ABOVE
BOX HEADER:
LE- 2 X 4 A.C.T. CLG jk
(2) 6" 20 GA. METAL
@ 8'-0" A.F.F.
STUDS W/ 3 5/8"
TRACK TOP AND
5/8" GYPSUM BOARD
BOTTOM.
TO 6" ABOVE FINISHED
CEILING
B.O. BULKHEADrh
@ T-0" A.F.F. WJ
NOTE: IF A GYPSUM BOARD
CEILING IS INSTALLED IN
THE HALLWAY AN ACCESS PANEL MUST BE
INSTALLED FOR ACCESS TO THE WATER HEATER.
(MINIMUM 20"x30")
SECTION
AT SOFFIT
Scale: 1" = V-0"
TOP OF PEMB
PURLIN (TYP)
A 3/32" 7x7 AIRCRAFT
CABLE. INSTALL HANGER
CABLES USING ALL \
ATTACHMENTS DEVICES
AS SPECIFIED BY WIRE
MANUFACTURER.
CABLE TRAY NOTE: TOP OF LIGHT FIXTURE
GC SHALL PROVIDE MOUNTED @ 11'-0" A.F.F., pcbAND INSTALL
�\���
CABLE TRAY L NEIRE
6 5 4 3 2 1 P'
MOUNT WITH AIRCRAFT
CABLE TO UNISTRUT,
UNISTRUT ATTACHED TO
UNDERSIDE OF PURLIN.
2 CABLE TRAY PLAN 3 LIGHT ATTACHMENT DETAIL
Scale: NTS Scale. 1 1/2 - 1-0
9
NORTH
REFLECTED CEILING PLAN
Scale: 1/8" = V-0"
RUNNERS
ga VERTICAL
RS
THREE
1111"m AN
SUSPENDED GRID DETAIL
Scale: 1" = V-0"
8'-0" A.F.F.
GENDER NEUTRAL
GENDER NEUTRAL
OPEN TO ABOVE BREAKROOM
CENTER LIGHT IN 100
ROOM
OPEN TO ABOVE
CENTER LIGHT II
ROOM
METAL PANEL
CEILING (BY P
0 10'-0" A. F. F.
LEGEND
PANEL/CIRCUIT NO.
AM 2
LIGHT FIXTURE TYPE
A
NIGHT LIGHT CIRCUIT
A
NL
LIGHT FIXTURE TYPE
B
LIGHT FIXTURE TYPE
C
LIGHT FIXTURE TYPE
D
SUSPENDED CEILING GRID &
ACOUSTICAL CEILING TILE
EMERGENCY LIGHT
W/ BATTER BACKUP
K
LIGHT EXIT SIGN W/
BATTERY BACKUP
EXIT N
WALL PACK
J
BI-DIRECTIONAL
SECURITY LIGHTING
M
SUPPLY DIFFUSER
RETURN DIFFUSER
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANT(LOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client -
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
REFLECTED CEILING PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
A9
-
FIRE CAULK, TYP
(BOTH SIDES)
PARALLEL
PURLIN/GIRT.
CONDITION
CONTINUOUS
DEFLECTION
RUNNER
PEMB ROOF
PANELS
00
PERPENDICULAR
PURLIN/GIRT.
CONDITION z
Q
_ J
M
FOR FIRE RATING:
COMPLETELY FILL VOIDS AT TOP
OF WALLS, AROUND ALL
PENETRATIONS PER U.L. #WL-1017
MIN. 5/8" THICKNESS OF
FILL MATERIAL INSTALLED ON EACH
SIDE OF WALL BETWEEN TOP OF
WALLBOARD AND ALL SURFACES OF
THE STEEL DECK, FLUSH WITH EACH
SURFACE OF WALLBOARD
1-HOUR FIRE -RATING:
UL#U419, 465, HD-D-0489 or WP-1081
1 HR. = 1 LAYER GYP BD EACH SIDE
- FIRE RATED GYP BD TO BE:
U.S. GYPSUM CO. - TYPE SCX, SHX, WRX,
IP-X1, AR, C, WRC OR IP-X2.
- FIRE TAPE GYP BD IN LIEU OF STANDARD
TAPING & SANDING.
FINISHED FLOOR
� FIRE RATED PARTITION
PEMB INSULATION,
COMPRESSION TO A DENSITY
OF 4pcf, 50% IN THICKNESS
FIRE CAULK, TYP
(BOTH SIDES)
CRIPPLE STUD ATTACHED
TO DEFLECTION TRACK
GALVANIZED DEFLECTION
TRACK WITH OFFSET LEGS TO
ACCOMMODATE GYP. BOARD
ON METAL RUNNER, FASTEN
TO TRACK @ 24" O.C.
CONTINUOUS
DEFLECTION RUNNER
5/8" MINIMUM TYPE'X'
GYPSUM BOARD TO
DECK ABOVE (BOTH
SIDES) ON 3-5/8", 20GA,
METAL STUDS @ 16" O.C.
FLOOR w/0.177" 0 x1-7/16" P.A.F.,
SHOT THRU A 1"0 x 16GA.
HOLELESS WASHER
8" CMU WALL. REF. STRUCTURAL
DRAWINGS FOR GROUTING AND
REINF.
VERTICAL REINF (BEYOND)
REF STRUCTURAL
"BLOK-FLASH" BASE
FLASHING SYSTEM -
1/2" EXPJOINT FILLER W/
SEALANT
CONC SIDEWALK SLOPE
AWAY FROM BLDG RE: CIVIL
' ELEV 0'-0„
feFINISH FI nnP -
FACE OF STEEL
COLUMN (BEYOND)
1/2" GYPSUM BOARD
ON INTERIOR METAL
WALL LINER PANEL —
3 5/8" METAL STUDS @
16" O.C.
EXTERIOR WALL AT C M U
COI
4 3/8"
1 1 /2" = V-0"
1 1/2"
7
z
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EXTERIOR WALL AT CMU
1/2" GYPSUM BOARD
2 1/2" METAL STUDS @
16" O.C.
VINYL FACE INSULATION
AS SCHEDULED
— EIFS ON EXTERIOR GRADE
GYPSUM
— METAL WALL PANEL
— EIFS BULLNOSE SILL
T/O EIFS BULLNOSE
ELEV 4' 4" ._
1 1 /2" = V-0"
SEALANT
CORE -FILL 500 IN ALL
NON-STRUCTURAL MASONRY
CELLS, TYP @ PERIMETER
8" CMU WALL. REF. STRUCTURAL
DRAWINGS FOR GROUTING AND
REINF.
VERTICAL REINF (BEYOND)
REF STRUCTURAL
"BLOK-FLASH" BASE
FLASHING SYSTEM
CONC SIDEWALK SLOPE
AWAY FROM BLDG RE: CIVIL
ELEV 0' 0'
FINISH FLOQR7
1 /2" EXP JOINT FILLER W/
SEALANT
ALUMINUM CAP
- PAINT TO
MATCH WALL
WOOD NAILER
AS REQUIRED
METAL TRACK
1/2" MIN GYPSUM
BOARD (BOTH SIDES)
ON 3 5/8"x20ga
CORROSIVE -RESISTIVE
METAL STUDS @ 16"oc
SEALANT BOTH SIDES
METAL TRACK
FINISH FLOOR
ELEV 0'-0"
FINISH FLOOR
GYP. BOARD ON MTL.. STUDS, 10'-0" HEIGHT
1 1 /2" = 1 '-0"
COI
EIFS ON EXTERIOR GRADE
GYPSUM
METAL WALL PANEL
EIFS BULLNOSE SILL -
SEALANT
CORE -FILL 500 IN ALL
NON-STRUCTURAL
MASONRY CELLS, TYP @
PERIMETER
PRE -FINISHED METAL\
DOWNSPOUT
8" CMU WALL. REF.
STRUCTURAL DRAWINGS
FOR GROUTING AND REINF.
VERTICAL REINF (BEYOND)
REFSTRUCTURAL
"BLOK-FLASH" BASE
FLASHING SYSTEM
1/2" PRE -MOLDED
JOINT FILLER -
CONC SIDEWALK SLOPE
AWAY FROM BLDG RE: CIVIL
ELEV 0'-0"
FINISH FLOOR - z
M_
VINYL FACE INSULATION AS
SCHEDULED BY PEMB
STEEL CHANNEL BY PEMB. REF.
STRUCTURAL DRAWINGS FOR
ATTACHMENT TO WALL.
1/2" GYPSUM BOARD ON
INTERIOR METAL WALL
LINER PANEL
-
<I
� EXTERIOR WALL AT CMU
z
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U llJ
oz
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U z
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uJ
LL
w
PEMB ROOF
PANELS —
PEMB
PURLIN/GIRTS.
METAL STUDS, ATTACHED
TO PEMB PURLINS/GIRTS.
CONTINUOUS
DEFLECTION RUNNER
ACOUSTICAL TILE CEILING
AND GRID (WHERE OCCURS,
REFER TO REFLECTED
CEILING PLAN)
R-13 INSULATION
TOILET ROOM WA
FINISHED FLOOR
TYP. PURLIN/GIRT. SPACING (5'-0" O.C.)
09
PEMB INSULATION,
COMPRESSED AS
REQ'D. FOR BLOCKING
GALVANIZED DEFLECTION
TRACK WITH OFFSET LEGS TO
ACCOMMODATE GYP. BOARD
ON METAL RUNNER, FASTEN
TO TRACK @ 24" O.C.
1/2" MIN. GYPSUM
BOARD ON 3-5/8", 20GA.
METAL STUDS @ 16" O.C.
TO UNDERSIDE OF DECK.
GYPSUM BOARD TO RUN TO
UNDERSIDE OF DECK ABOVE
AT ALL "OPEN TO DECK ABOVE"
AREAS OR TO 6" ABOVE
CEILINGS. (USE MOISTURE
RESISTANT GYPSUM BOARD
AT WET LOCATIONS).
FLOOR w/0.177" O x1-7/16"' P.A.F.,
SHOT THRU A 1"0 x 16GA.
HOLELESS WASHER
FULL HEIGHT PARTITION
1 1/2" = V-0"
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
11/27/2018
OWNER REVIEW
12/18/2018
PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
® 38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
WALL TYPES
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
A10
m
GENERAL NOTES
CONSTRUCTION SITE NOTES:
1 . THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND CONSTRUCTION MEANS AND METHODS IN THE PERFORMANCE OF THE WORK. PROVIDE ALL
MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION OPERATIONS.
2. CONTRACTOR TO COMPLY WITH ALL OSHA REGULATIONS, AND ANY OTHER SITE SAFETY REQUIREMENTS OF THE OWNER IN THE PERFORMANCE OF THE WORK.
ALL WORK SHALL BE PERFORMED IN A SAFE MANNER AND ALL CONTRACTOR EMPLOYEES SHALL AT ALL TIMES WORK IN COMPLIANCE WITH THE OWNER'S
SAFETY REGULATIONS AND ANY GENERAL CONTRACTOR SAFETY REQUIREMENTS.
3. PROVIDE ADEQUATE BRACING AND SHORING FOR CONSTRUCTION EQUIPMENT AND FOR THE BUILDING. PROVIDE SCAFFOLDING, SHEETING, TEMPORARY
BARRIERS, BRACING OF EXCAVATIONS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON ERECTED
FLOORS OR ROOFS IN EXCESS OF 80 PERCENT OF THE SPECIFIED DESIGN LIVE LOAD. MINIMIZE DYNAMIC IMPACT TO EXISITNG STRUCTURES WHEN PLACING
MATERIALS ON FLOORS OR ROOFS.
4. DO NOT OBSTRUCT EXISTING BUILDING DOORS OR EGRESS PATHS DURING THE PERFORMANCE OF THE WORK.
5. CONTRACTOR SHALL CLEAN THE SITE OF CONSTRUCTION DEBRIS TO MAINTAIN A SAFE ENVIRONMENT ON A DAILY BASIS. LEGALLY DISPOSE OF ALL
HAZARDOUS AND NON -HAZARDOUS MATERIALS.
GENERAL COORDINATION NOTES:
6. CONFORM TO ALL OWNER'S GENERAL AND SPECIAL CONDITIONS IN THE PERFORMANCE OF THE WORK OR AS HEREIN SPECIFIED.
7. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL CODES, ACCESSIBILITY
STANDARDS AS WELL AS ANY APPLICABLE OWNER'S CORPORATE STANDARDS. THE LOCAL CODE AUTHORITY HAS THE AUTHORITY TO INTERPRET CODE
REQUIREMENTS AND THESE INTERPRETATIONS MAY VARY FROM NORMAL INTERPRETATION AND INFORMATION REPRESENTED IN THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE OR THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR DIFFERENCES AND SHALL
PROCEED WITH THE WORK ONLY UPON RECEIVING WRITTEN AUTHORIZATION
8. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE
DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT, OR CONTRACTOR TO THE AUTHORITY HAVING
JURISDICTION.
9. CONTRACTOR TO OBTAIN ALL REQUIRED CONSTRUCTION PERMIT FORMS, PAY ALL RELATED FEES, AND ARRANGE FOR ALL REQUIRED INSPECTIONS AND
APPROVALS.
10. BIDDER/CONTRACTOR SHALL VISIT THE SITE, EXAMINE AND VERIFY EXISTING CONDITIONS UNDER WHICH THE WORK SHALL BE CONDUCTED AND ACCOUNT
FOR EXISTING FIELD CONDITIONS AND ACTUAL FIELD DIMENSIONS IN ALL BIDS SUBMITTED AND ALL WORK PERFORMED. REPORT ANY DISCREPANCIES IN THE
EXISTING CONDITIONS IMMEDIATELY TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER
1 1 . CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, INCLUDING SPECIFICATIONS, OF INTERFACING TRADES AND OTHER RELATED CONTRACTS PRIOR TO
BIDDING AND COMMENCEMENT OF WORK TO ENSURE COMPLETE COORDINATION OF FINISHED WORK.
12. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND SCHEDULE THEIR WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS
WHO'S WORK WILL BE AFFECTED. SPECIFICATIONS ARE APPLICABLE AND BINDING TO ALL CONTRACTORS AND SUBCONTRACTORS. REPORT ANY
DISCREPANCIES, PRIOR TO CONSTRUCTION, TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER FOR REVIEW AND CLARIFICATION.
13. BEFORE AWARD OF CONTRACT, IF THERE ARE QUESTIONS ABOUT INTENT, CLARITY, APPLICATION OF NOTES, OR WORK SHOWN OR SPECIFIED, OR IF
CONFLICTING DIRECTIONS ARE FOUND IN THE DOCUMENTS, THE GENERAL CONTRACTOR SHALL REQUEST WRITTEN CLARIFICATION FROM THE OWNER'S
REPRESENTATIVE OR ARCHITECT/ ENGINEER. ANY CLARIFICATIONS OR INTREPRETATIONS OF THE CONTRACT DOCUMENTS PROVIDED AFTER CONTRACT
AWARD SHALL BE AT NO ADDITIONAL COST.
14. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF AN OMMISSION OF NECESSARY DIMENSIONS OR INFORMATION,
CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER. FIGURED AND CALCULATED DIMENSIONS TAKES PRECEDENCE OVER
SCALED MEASUREMENTS. DETAIL DRAWINGS AND LARGER SCALE DRAWINGS TAKES PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND
WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.
15. SOME STANDARD SYMBOLS, ABBREVIATIONS AND DETAILS INDICATED IN CONTRACT DOCUMENTS MAY NOT BE APPLICABLE TO THIS SPECIFIC CONTRACT ISSUE.
16. DRAWING DETAILS ARE CONCEPTUAL IN NATURE AND ACTUAL FIELD CONDITIONS MAY VARY SLIGHTLY FROM CONCEPTUAL DEPICTIONS. DETAILS LABELED
"TYPICAL DETAILS" ON DRAWINIGS APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER
OR NOT DETAILS ARE REFERENCED AT EACH LOCATION
17. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS PROPOSED, SUBMIT COMPLETE SPECIFICATION AND PERFORMANCE
DETAILS FOR EVALUATION. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS AND SUBCONTRACTORS AFFECTED BY THE CHANGE AND
FULLY COORDINATE ALL RELATED WORK. ANY COSTS RESULTING FROM THE SUBSTITUTION AND CHANGE IS THE RESPONSIBILITY OF THE CONTRACTOR.
18. COORDINATE AND PERFORM WORK BASED ONLY ON REVIEWED/ CERTIFIED SHOP DRAWINGS, A FIELD CHECK OF EXISTING CONDITIONS, AND INSPECTION OF
NEWLY INSTALLED WORK. VERIFY THE LATEST REVISION OF CONTRACT DOCUMENTS, INCLUDING ALL INTERFACING DISCIPLINE DRAWINGS, BEFORE
PROCEEDING WITH THE PROCUREMENT, DETAILING, FABRICATION OR INSTALLATION OF THE WORK. ANY SYSTEMS OR EQUIPMENT INSTALLED PRIOR TO REVIEW
OF SHOP DRAWINGS BECOMES THE RESPONSIBILITY OF THE CONTRACTOR.
19. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THE CONTRACTOR'S
RESPONSIBILTY TO CHECK AND CONFORM TO MANUFACTURER SPECIFICATIONS AND REQUIREMENTS PRIOR TO STARTING THE WORK. VERIFY SIZE, LOCATIONS
AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURER OR SUPPLIERS BEFORE COMMENCEMENT OF CONSTRUCTION. VERIFY SIZE
AND LOCATIONS OF ALL OPENINGS AND SUPPORTS WITH ACTUAL EQUIPMENT PURCHASED. REFER TO MANUFACTURERS STANDARD DETAILS FOR
INSTALLATION.
20. ALL EQUIPMENT AND SYSTEMS SHALL BE COMPLETE AND OPERATIONAL IN ALL RESPECTS, SECURED IN LOCATION AND PROPERLY ADJUSTED. PROVIDE
OPERATIONS AND MAINTENANCE MANUALS FOR THE OWNER AT THE COMPLETION OF THE WORK.
21. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. REPAIR OR
REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD.
22. BEFORE PENETRATING EXISTING CONCRETE OR SOIL SURFACES, CONSULT WITH ALL LOCAL UTILITIES' PROGRAMS FOR THE AREA OF WORK AND VERIFY
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BY USE OF "ELECTRONIC" OR SIMILAR NON-INVASIVE DETECTOR DEVICES. IF
POTENTIAL INTERFERENCES ARE DISCOVERED, PROPOSE ALTERNATE ROUTING AND ASSOCIATED COSTS TO THE OWNER'S REPRESENTATIVE OR
ARCHITECT/ENGINEER FOR APPROVAL BEFORE PROCEEDING.
23. MAINTAIN MINIMUM CLEARANCE REQUIREMENTS OF EQUIPMENT MANUFACTURER'S SPECIFICATIONS OR RECOMMENDATIONS, OWNER STANDARDS, NATIONAL
ELECTRICAL CODE (NEC), AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, AND REGULATIONS.
24. MAINTAIN A MINIMUM OF 6' 8" HEADROOM CLEARANCE FOR BULKHEADS, SUPPORTS AND UTILITIES PASSING OVER WALKWAYS, PLATFORMS OR CATWALKS.
ARCHITECTURAL NOTES:
25. ALL FINISH FLOOR ELEVATIONS ARE FOR ARCHITECTURAL PURPOSES ONLY. REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR ACTUAL ELEVATIONS AND
RELATIONSHIP TO SITE BENCHMARKS.
26. COORDINATE WITH MECHANICAL CONTRACTOR THE LOCATIONS OF ALL FLOOR DRAINS.
27. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS AND SHALL BE Y2" HIGH MAXIMUM.
28. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
29. PARTITIONS ARE TO EXTEND AND SEAL AGAINST THE BOTTOM OF THE DECK ABOVE UNLESS OTHERWISE NOTED.
30. INSTALL METAL TRIM ON ALL GYPSUM BOARD EDGES ABUTTING OTHER MATERIALS OR WHERE GYP BD STOPS SHORT OF OTHER MATERIALS TO FORM A REVEAL
OR RECESS. USE METAL CORNER BEAD ON ALL GYPSUM BOARD EXTERIOR CORNERS.
31. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO WALLS. PROVIDE ADDITQNAL
STRUCTURAL SUPPORT (PLATES, ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE WEIGHT OF ATTACHED ITEMS EXCEED WALL CAPACITY. PROVIDE BACKING
PLATES OR BLOCKING FOR ANY OWNER FURNISHED OR INSTALLED ITEMS. -
32. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON PLANS OR ROOM FINISH SCHEDULE. PAINT BEHIND
ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS AS NECESSARY.
33. ALL EXTERIOR SURFACES TO HAVE A TEMPORARY OR PERMANENT WEATHER RESISTIVE BARRIER DURING CONSTRUCTION OPERATIONS TO PROTECT THE
BUILDING INTERIOR AND WALL SURFACES. EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.
34. THE AREA OF WORK SHALL BE MAINTAINED WEATHERTIGHT AND IN A SECURED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS
NECESSARY TO SECURE THE AREA OF WORK.
35. REFER TO FLOOR AND REFLECTED CEILING PLANS AND MECHANICAL AND ELECTRICAL DRAWINGS FOR SPACE ALLOCATIONS IN ROUTING OF ALL MECHANICAL
AND ELECTRICAL WORK INCLUDING DIFFUSERS, REGISTERS, GRILLES, LIGHTS, ETC. THE REFLECTED CEILING PLAN LOCATIONS SHALL BE ADHERED TO UNLESS
OTHERWISE NOTED ON DRAWINGS. EXCEPTIONS SHALL REQUIRE SPECIFIC WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER.
NOTE THAT ELECTRIC LIGHT FIXTURE LOCATIONS AND FIRE SPRINKLER HEADS SHALL TAKE PRECEDENCE OVER OTHER UTILITY ITEMS IN ANY AND ALL
LOCATIONS FOR AREAS WITH OR WITHOUT CEILINGS; THE CONTRACTOR SHALL COORDINATE AS REQUIRED, AND IF THERE IS NO APPARENT SOLUTION TO
COORDINATION ISSUE, CONTACT THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER FOR A RESOLUTION.
36. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE INFORMATION, DETAILS AND DIMENSIONS NOT INDICATED ON THE ARCHITECTURAL DRAWINGS.
REPORT ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO THE ARCHITECT/ ENGINEER OR OWNER'S REPRESENTATIVE, PRIOR
TO CONSTRUCTION.
37. COORDINATE MECHANICAL AND ELECTRICAL EQUIPMENT CONCRETE PADS AND ROOF CURB LOCATIONS, SIZES, SUPPORTS AND CONSTRUCTION
REQUIREMENTS, ONLY WITH REVIEWED AND CERTIFIED SHOP DRAWINGS OF THE RELATED TRADES.
38. REFER TO AND COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL FLOOR AND EXTERIOR WALL PENETRATIONS. INSULATE AND WATERTIGHT SEAL ALL
EXTERIOR WALL PENETRATIONS.
39. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS AND THE SPECIFICATIONS FOR WALL, FLOOR AND BUILDING SURFACES PENETRATION AND SEALING
REQUIREMENTS. FIRE STOP ALL PENETRATIONS OF FIRE RATED WALL OR FIRE RATED FLOOR OPENINGS PER TESTED UL ASSEMBLIES AND AS REQUIRED BY CODE.
40. PROVIDE WALL AND CEILING ACCESS DOORS AS MAY BE REQUIRED BY CODE OR TO PROPERLY SERVICE OR ADJUST ALL VALVES, DAMPERS, CLEAN OUTS,
ELECTRICAL JUNCTION BOXES AND OTHER DEVICES.
DEMOLITON NOTES:
41. PLAN AND SCHEUDLE CONSTRUCTION AND DEMOLITION ACTIVITIES TO AVOID INTERFERENCE AND TO MINIMIZE DISRUPTION OF THE OWNER'S OPERATIONS.
42, SCHEDULE AND COORDINATE ALL DEMOLITION WORK AND UTILITY SHUT DOWNS AND TIE INS WITH THE OWNERS REPRESENTATIVE. PROCEED WITH WORK
ONLY AFTER RECEIPT OF WRITTEN AUTHORIZATION.
43. DEMOLISHED MATERIALS, UNLESS OTHERWISE DIRECTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE
SITE BEFORE THE END OF EACH WORKDAY. OWNER RETAINED SALVAGED EQUIPMENT SHALL BE PROPERLY PROTECTED FOR REUSE OR CRATED FOR PROTECTION
AND DELIVERED TO THE OWNER'S SITE STORAGE. ALL HAZARDOUS AND NON -HAZARDOUS MATERIALS SHALL BE PROPERLY DISPOSED OF OFF SITE AND PER ALL
APPLICABLE FEDERAL, STATE AND LOCAL CODES.
44. PERFORM CONSTRUCTION AND SELECTIVE DEMOLITION IN A MANNER TO PREVENT DAMAGE TO ANY EXISTING AND NEW STRUCTURES, UTILITIES AND OTHER
PROPERTY..
45. ALL CUTTING AND CHASING OF BUILDING CONSTRUCTION SHALL BE IN A NEAT AND WORKMANLIKE MANNER. NEATLY SAWCUT ALL RECTANGULAR OPENINGS,
SET SLEEVES THROUGH OPENINGS, AND FINISH PATCH OR PROVIDE TRIM AROUND OPENINGS. CORE DRILL AND SLEEVE ALL ROUND OPENINGS.
46. REPAIR SURFACES THAT HAVE BEEN DAMAGED BY THE WORK. REPAIR DAMAGE TO MATCH EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO
WEATHER AND FIRE SEALING, INSULATING, PATCHING AND PAINTING TO MATCH.
MISCELLANEOUS SUPPORT RELATED NOTES;
47. PROVIDE SUPPLEMENTARY OR MISCELLANEOUS STEEL FOR SUPPORT, SWAY BRACING, CROSS BRACING, AND ANCHORAGE OF BUILDING SYSTEMS OR UTILITIES, IN
ORDER TO MEET SITE SEISMIC AND SYSTEM SPECIFIC INSTALLATION AND OPERATING CONDITIONS.
48. COORDINATE SUPPLEMENTARY OR MISCELLANEOUS STEEL WITH THE PRIMARY STRUCTURAL STEEL WORK. SUPPORT, BRACE, CROSS BRACE, GUIDE AND
ANCHOR AS REQUIRED SO AS TO IMPOSE NO OVERSTRESSING OF THE BUILDING STRUCTURE BEYOND STATED LOADS INDICATED ON THE STRUCTURAL
DRAWINGS.
49. DO NOT WELD TO, CUT OR DRILL BUILDING STEEL.
50. DO NOT WELD SUPPLEMENTARY OR MISCELLANEOUS STEEL TO BUILDING STEEL WITHOUT PRIOR WRITTEN APPROVAL OF PROPOSED DETAIL BY THE STRUCTURAL
ENGINEER, WELDING TO SUPPLEMENTARY STEEL IS PERMITTED.
51. DO NOT HANG SUPPORTS FROM TOP CHORD OF TRUSS. USE ONLY APPROVED BEAM CLAMPS, C CLAMPS ARE PROHIBITED.
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
1 2/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B. JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 161 5
THOMASVILLE., GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
GENERAL NOTES
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
Al
ARCHITECTURAL SPECIFICATIONS
GENERAL INFORMATION
A. GENERAL
1 . CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY ARCHITECT AND OWNER.
2. SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND/OR SUBCONTRACTORS.
3. CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER SYSTEMS ON GRADES.
4. VISIT SITE, CHECK FACILITIES AND CONDITIONS, VERIFY ALL UTILITY CONNECTIONS, AND TAKE ALL ITEMS INTO CONSIDERATION IN BID.
S. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY ADJUSTED.
6. EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH ON A DAILY BASIS.
7. FULLY COORDINATE ALL WORK AND COOPERATE COMPLETELY WITH OTHER CONTRACTORS, SUBCONTRACTORS AND OWNER.
8. CONTRACTORS MUST CONFIRM ALL UTILITY CONNECTION POINTS IN FIELD, PRIOR TO STARTING WORK.
9. ARRANGE FOR AND OBTAIN OWNER'S PERMISSION FOR ANY SERVICE SHUTDOWNS REQUIRED UNDER THIS CONTRACT.
10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF CONSTRUCTION, AND THE SAFETY OF
WORKERS.
B. CODES, STANDARDS AND REGULATIONS
1 . CONFORM TO ALL APPLICABLE CODES AND GOVERNMENT REGULATIONS.
2. OBTAIN PERMITS AND PAY ALL FEES. ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS.
3. REVIEW FOR THE GENERAL BUILDING PERMIT WILL BE OBTAINED BY THE ARCHITECT. PERMIT FEE IS BY THE CONTRACTOR.
C. BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS
1 . ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND FREE OF DEFECTS.
2. BASE EQUIPMENT MANUFACTURER, MODEL, AND CAPACITY OF EQUIPMENT ARE LISTED ON THE DRAWINGS OR IN THIS SPECIFICATION. ANY OTHER
MANUFACTURER IS CONSIDERED A SUBSTITUTION.
3. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, INCLUDE COMPLETE PERFORMANCE FACTS FOR
EVALUATION.
4, IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS, SUBCONTRACTORS OF TRADES AFFECTED BY SUBSTITUTION AND FULLY
COORDINATE. ANY COSTS RESULTING FROM SUBSTITUTION, WHETHER BY CONTRACTORS OR OTHERS, SHALL BE RESPONSIBILITY OF AND PAID FOR
BY SUBSTITUTING CONTRACTOR.
5. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CHECK AND CONFORM TO THESE REQUIREMENTS PRIOR TO STARTING WORK.
D. CUTTING. PATCHING AND DRILLING
1 . ALL CUTTING AND CHASING OF THE BUILDING CONSTRUCTION AS REQUIRED SHALL BE IN A NEAT AND PROFESSIONAL MANNER.
2. NEATLY SAW CUT ALL RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, AND FINISH PATCH OR PROVIDE TRIM FLANGE AROUND OPENING
3. CORE DRILL AND SLEEVE ALL ROUND OPENINGS.
4. DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S APPROVAL.
5. PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR MODIFIED AS A RESULT OF THE INSTALLATIONS OF THE
MECHANICAL OR ELECTRICAL EQUIPMENT. FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSTRUCTION IN A CODE APPROVED MANNER.
E. WARRANTY
1 . PROVIDE FULL WARRANTY ON ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS NOTED
OTHERWISE.
2. EXTEND ALL MANUFACTURER'S WARRANTIES TO OWNER, INCLUDING FIVE (5) YEAR HEAT EXCHANGER EXTENDED WARRANTY ON HVAC EQUIPMENT
3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD.
F. SHOP DRAWINGS
1 . PROVIDE JOB SPECIFIC INFORMATION ON REPRODUCIBLE SHEETS WITH GRAPHIC INFORMATION AT ACCURATE SCALE. CONTRACTOR IS RESPONSIBLE
TO CHECK ALL SUBMITTALS.
2. PROVIDE SUBMITTALS FOR THE FOLLOWING ITEMS:
A) CONCRETE DESIGN MIX.
B) ALL STRUCTURAL & MISCELLANEOUS STEEL
C) MASONRY & ACCESSORIES
D) METAL GUTTER & DOWNSPOUTS
(-( KICPFTF
SECTION 03300 - CAST IN PLACE CONCRETE
REFER TO STRUCTURAL DRAWINGS
MASONRY
SECTION 04800
1. INTEGRAL WATER REPELLANT: PROVIDE UNITS MADE WITH INTEGRAL WATER REPELLENT FOR EXPOSED UNITS.
1 .l . PROVIDE PRODUCT FROM ONE OF THE FOLLOWING OR AS APPROVED EQUAL:
1 A .1 . W.R. GRACE & CO., DRY -BLOCK BLOCK ADMIXTURE.
1 .1 .2. MASTER BUILDERS, RHEOPEL PLUS MULTI -PURPOSE ADMIXTURE.
2. WATER-REPELLENT ADMIXTURE: LIQUID WATER-REPELLENT MORTAR ADMIXTURE INTENDED FOR USE WITH CMUs CONTAINING INTEGRAL WATER
REPELLENT FROM SAME MANUFACTURER.
2.1. PROVIDE PRODUCT FROM ONE OF THE FOLLOWING OR AS APPROVED EQUAL.
2.1 .1 . W.R. GRACE & CO., DRY -BLOCK MORTAR ADMIXTURE.
2.1.2. MASTER BUILDERS, RHEOPEL PLUS MORTAR ADMIXTURE.
3. JOB -MIXED DETERGENT SOLUTION: CLEAN THE COMPLETED WALLS WITH PROSOCO BURNISHED CUSTOM MASONRY CLEANER (DILUTE 1 PART TO 3
PARTS CLEAN WATER), STRICTLY FOLLOWING THE MANUFACTURER'S INSTRUCTIONS - INCLUDING THOROUGH RINSING. DO NOT USE ACID OR
ABRASIVES ON THE FINISHED SURFACES. FAILURE TO STRICTLY FOLLOW MANUFACTURER'S INSTRUCTIONS CAN RESULT IN PERMANENT DAMAGE TO
THE FINISHED FACES. DO NOT APPLY BURNISHED CUSTOM MASONRY CLEANER WITH PRESSURE SPRAY ABOVE 50 PSI. DO NOT POWERWASH.
4. INSTALL MASONRY UNITS AS INDICATED ON THE DOCUMENTS. THESE UNITS SHALL INCLUDE, BUT NOT BE LIMITED TO REGULAR CONCRETE BLOCK.
5. PROVIDE COLD WEATHER PROTECTION WHEN WEATHER CONDITIONS DICTATE.
6. MASONRY UNITS SHALL BE REINFORCED WITH TRUSS TYPE REINFORCING PER ASTM Al 53.
7. CONTRACTOR IS RESPONSIBLE TO INSTALL ALL NECESSARY ITEMS INCLUDING STEEL LINTELS, ANCHORS, REINFORCING, ETC., AND ALL OTHER ITEMS
NECESSARY FOR A COMPLETE INSTALLATION.
8. MASONRY SHALL BE MINIMUM 2000 PSI - NORMAL WEIGHT AND MEET ASTM C 90. MORTAR SHALL BE TYPE "S" AND SHALL MEET ASTM. C270, COLOR
AS SCHEDULED ON EXTERIOR FINISH SCHEDULE.
8. FLASHING, WEEP HOLES, AND VENTS: GENERAL: INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES,
OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN WALL, AND WHERE INDICATED. EXTEND FLASHING 4 INCHES AT ENDS AND TURN
FLASHING UP NOT LESS THAN 2 INCHES TO FORM A PAN. INSTALL METAL DRIP EDGES BENEATH FLASHING AT EXTERIOR FACE OF WALL
9. STOP FLASHING 1 /2 INCH BACK FROM OUTSIDE FACE OF WALL AND ADHERE FLASHING TO TOP OF METAL DRIP EDGE.
10. INSTALL METAL FLASHING TERMINATION BENEATH FLASHING AT EXTERIOR FACE OF WALL.
1 1 . STOP FLASHING 112 INCH BACK FROM OUTSIDE FACE OF WALL AND ADHERE FLASHING TO TOP OF METAL FLASHING TERMINATION.
12. PROVIDE SINGLE WYTHE CONCRETE MASONRY UNIT DRAINAGE SYSTEM USING BLOK-FLASH, MANUFACTURED BY MORTAR NET USA.
13. DRAINAGE SYSTEM INCLUDES PAN, INTEGRATED WEB SPACER/BRIDGE AND DRAINAGE MAT. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR
HANDLING AND INSTALLATION.
14. FOR VERTICAL AND HORIZONTAL REINFORCING REF TO STRUCTURAL DRAWINGS.
15. COAT EXTERIOR BLOCK WITH CLEAR PROSOCO SILOXANE WB MASONRY SEALER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, COVERAGE
RATES AND SPECIFICATIONS.
METALS
SECTION 05120
STRUCTURAL STEEL REFER TO STRUCTURAL DRAWINGS.
SECTION 05400
COLD FORMED METALS REFER TO STRUCTURAL DRAWINGS
SECTION 05500
1. METAL FABRICATIONS PROVIDE AND INSTALL ALL ITEMS MADE FROM IRON AND STEEL SHAPES, PLATES, BARS, STRIPS, TUBES, PIPES AND CASTINGS
WHICH ARE NOT A PART OF THE STRUCTURAL STEEL OR OTHER METAL SYSTEMS SPECIFIED ELSEWHERE.
2. THESE SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING:
2.a. LOOSE STEEL LINTELS.
2.b. LOOSE BEARING AND LEVELING PLATES.
2.c. MISCELLANEOUS FRAMING AND SUPPORTS.
2.d. STEEL BOLLARDS (SCHEDULE 40)
2.e. DOWNSPOUT GUARDS
3. ALL FERROUS METALS SHALL BE SHOP PRIMED AND FIELD TOUCHED UP.
4. PROVIDE A ZINC COATING FOR ITEMS EXPOSED TO THE EXTERIOR.
5. ALSO, PROVIDE ZINC COATING FOR ANY STEEL INSIDE EXTERIOR MASONRY WALLS.
CARPENTRY
SECTION 06100
1 . ROUGH CARPENTRY PROVIDE AND INSTALL ALL WORK NECESSARY FOR ROUGH CARPENTRY INCLUDING: WOOD GROUNDS, NAILERS, AND BLOCKING.
WOOD FURRING & FRAMING.
2. ROOF PLATES AND CANTS. ALL WOOD BLOCKING, NAILERS, PLATES AND PLYWOOD SHALL BE EXTERIOR GRADE, CHEMICALLY FIRE RETARDANT
TREATED.
3. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL COMPLY WITH APPLICABLE STANDARDS FOR PRESERVATIVE TREATMENT LUMBER.
(LUMBER AWPA C2).
SECTION 06200
FINISH CARPENTRY PROVIDE ALL LABOR, MATERIALS, SERVICE AND EQUIPMENT NECESSARY FOR ALL FINISH CARPENTRY WORK, INCLUDING, BUT NOT
LIMITED TO: INSTALLATION OF DOORS AND HARDWARE.
THERMAL & MOISTURE PROTECTION
SECTION 07200
1 . INSULATION PROVIDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY FOR INSULATION WORK TO INCLUDE BUT NOT NECESSARILY BE
LIMITED TO: INSULATION SHALL BE EXTRUDED POLYSTYRENE BOARD INSULATION FOR USE BELOW GRADE.
2, SEE WALL SECTIONS FOR INSULATION THICKNESS. FOAMED -IN -PLACE MASONRY INSULATION SHALL BE CORE -FILL 500 MANUFACTURED BY TAILORED
CHEMICAL PRODUCTS -OR- APPROVED EQUAL
3. INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS.
EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)
SECTION 07240
1 . PROVIDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY FOR ALL WORK INCLUDED FOR THE EXTERIOR INSULATED AND FINISH WALL SYSTEM
DENS GLASS GOLD SHEATHING (AT METAL STUD FRAMING), RIGID MOLDED CELLULAR INSULATION, ADHESIVE, REINFORCING FABRIC, BASE COAT, FINISH
COAT AND ALL ACCESSORIES.
2. PROVIDE CLASS PB EIFS CONSISTING OF FABRIC SHALL BE ALKALI RESISTANT, OPEN WEAVE FIBER FABRIC WITH TENSILE STRENGTH OF NOT LESS THAN 200
LBS. MANUFACTURER: STO CORP (888)786-3437; STOTHERM LOTUSAN NEXT SYSTEM -OR- APPROVED EQUAL
FLASHING AND SHEET METAL
SECTION 07600
1 . PROVIDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH FLASHING AND SHEET METAL TO
INCLUDE, BUT NOT LIMITED TO: METAL FLASHING AND COPINGS METAL COUNTERFLASHINGS AND REGLETS. GUTTERS, DOWNSPOUTS AND SCUPPER.
2. MISCELLANEOUS SHEET METAL ACCESSORIES - METAL FLASHING AND COPINGS SHALL BE PREFINISHED G90 HOT DIPPED GALVANIZED STEEL, MINIMUM 22
GAUGE INTERLOCKING 2 PART TYPE CONSTRUCTION.
3. GUTTERS, AND DOWNSPOUTS SHALL BE PREFINISHED G90 HOT DIPPED -GALVANIZED STEEL, MINIMUM 22 GAUGE.
4. PROVIDE STRAPS AND BRACKETS AS REQUIRED.
5. GUTTER AND DOWNSPOUT SIZE AS NOTED ON THE DRAWINGS.
6. FINISH SHALL BE KYNAR 500 FLUOROCARBON COATING. COLOR AS NOTED ON THE DRAWINGS.
STEEL DOORS AND FRAMES and DOORS AND WINDOWS
SECTION 08110
1 . PROVIDE ALL LABOR AND MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH STEEL DOORS AND FRAMES.
2. HINGED DOOR AND FRAMES DESCRIBED HEREIN ARE FOR A MAX. OF 4 FT. WIDE AND 8 FT.
3. HIGH DOORS, COMPLYING WITH STEEL DOOR INSTITUTE (SDI) RECOMMENDED SPECIFICATIONS.
4. WHERE FIRE RATED DOOR ASSEMBLIES ARE INDICATED OR REQUIRED PROVIDE DOOR AND FRAME ASSEMBLIES THAT COMPLY WITH NFPA 80.
5. PROVIDE METAL FRAME FOR DOORS, FABRICATED WITH MITERED CORNERS.
6. FORM EXTERIOR FRAMES OF 16 GAUGE FOR 1-3/4" DOORS, FLUSH DOUBLE RABBETED TYPE WITH 5/8" DEEP STOPS IN 2" FACE.
7. CORNERS TO BE WELDED.
15. EXTERIOR DOORS SHALL BE GALVANIZED FLUSH TYPE WITH INSULATION,
16. INTERIOR FRAMES SHALL BE 18 GAUGE WITH KNOCK - DOWN CONSTRUCTION.
17. FURNISH JAMB ANCHORS NOT LESS THAN 3 PER JAMB, AS REQUIRED TO SECURE FRAMES TO ADJACENT CONSTRUCTION. FORMED OF NOT LESS THAN 18
GAUGE GALVANIZED STEEL.
18. EXCEPT ON WEATHER-STRIPPED FRAMES, DRILL STOPS TO RECEIVE 3 SILENCERS ON JAMB STRIKES OF FRAMES FOR SINGLE DOORS, 2 SILENCERS ON HEADS OF
FRAMES FOR PAIR OF DOORS.
19. APPLY 3 MIL THICK BITUMINOUS COATING INSIDE OF BOTH INTERIOR AND EXTERIOR DOOR FRAMES THAT WILL BE FILLED WITH MORTAR.
20. INSTALL FINISH HARDWARE AS SPECIFIED IN DOOR HARDWARE SCHEDULE.
WOOD DOORS
SECTION 08210
PROVIDE ALL LABOR AND MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH SPECIAL DOORS. SOLID CORE WOOD
DOORS SHALL HAVE BIRCH VENEER - STAIN GRADE WITH SOLID PARTICLE BOARD CORE PER ANSI A208.1 , GRADE LD-1.
ALUMINUM DOOR ENTRANCES, STOREFRONTS AND GLASS
SECTION 08410
1 . PROVIDE AND INSTALL ALUMINUM AND GLASS SLIDING DOOR SYSTEM AND STOREFRONT SYSTEM, AS INDICATED ON THE DRAWINGS.
2. INCLUDE ALL FRAMING, BRAKE METAL TRIM, SUPPORTS, CLIPS, BRACKETS, CLOSURES, ETC, AS REQUIRED FOR A COMPLETE STOREFRONT AND ENTRANCE
N STALLATI O N .
3. ALLOW FOR EXPANSION AND CONTRACTION RESULTING FROM AMBIEN-i TEMPERATURE RANGE OF 120 DEGREES F.
4. PROVIDE CAPACITY TO MEET ALL REQUIRMENTS AS OUTLINE IN FLORDIA THE PRODUCT APPROVAL DESIGN GUIDELINES.
S. INCLUDE TRANSOM FRAMING AS INDICATED ON THE DRAWINGS.
6. INCLUDE ALL SAFETY RAILS AND ACCESSORIES AS REQUIRED BY LOCAL AUTHORITIES.
7. ALL EXTERIOR STOREFRONT FRAMING SYSTEMS SHALL BE "THERMAL BREAK" CONSTRUCTION. KAWNEER SYSTEM "TRI-FAB 451-T" OR APPROVED EQUAL
8. ALUMINUM AND GLASS STOREFRONT SYSTEM SHALL COMPLY WITH THE PROVISIONS AAMA "METAL CURTAINWALL, WINDOW, STOREFRONT AND ENTRANCE
GUIDESPECIFICATIONS MANUAL".
9. ALUMINUM MEMBERS SHALL MEET ASTM 8221 FOR EXTRUSIONS.
10. ASTM B209 FOR SHEET/PLATE.
1 1 . STEEL REINFORCEMENT SHALL BE HOT ROLLED TYPE MEETING ASTM A36.
12. BRAKE METAL SHALL BE 0,050 THICKNESS. PROVIDE 1" INSULATED UNITS AT EXTERIOR.
13. GLASS SHALL BE 1/4" THICK PANES WITH 1/2" AIR SPACE WITH A LOW-E COATING.
14. PROVIDE TEMPERED GLASS ADJACENT TO ENTRY DOORS OR AS REQUIRED BY LOCAL AUTHORITIES. INTERIOR GLASS SHALL BE 1 /4" TEMPERED GLASS
15. ALL GLASS SHALL BE CLEAR UNLESS OTHERWISE NOTED.
16. ALUMINUM FRAME & BRAKE METAL SHALL HAVE FINISH PER EXTERIOR FINISH SCHEDULE.
17. PROVIDE 1 /4" GLASS IN DOORS AS INDICATED IN THE DRAWINGS.
FINISH HARDWARE
SECTION 08710
1. PROVIDE LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF FINISH HARDWARE.
2. REFER TO THE DRAWINGS FOR ADDITIONAL ITEMS.
FINISHES
SECTION 09250 GYPSUM DRYWALL
1 . PROVIDE AND INSTALL GYPSUM DRYWALL AS INDICATED ON THESE DRAWINGS, AND PER ASTM C1 1 OR GA-505 BY THE GYPSUM ASSOCIATION.
2. PROVIDE GYPSUM BOARD AS INDICATED ON THESE DRAWINGS, AS MANUFACTURED BY DOMTAR GYPSUM AMERICA, INC., GOLD BOND BLDG. PRODUCTS, AND
US GYPSUM CO.
3. GYPSUM BOARD INSTALLATION WILL BE ON METAL STUDS OR FURRING @ 16" ON CENTER UNLESS OTHERWISE NOTED.
4. ADJUST GAUGE AS REQUIRED FOR UNSUPPORTED LENGTH PER 5 PSF.
5. FOR LOADING REFER TO THE DRAWINGS FOR MINIMUM GAUGE.
6. INSTALL WATER RESISTANT GYPSUM BOARD, PER ASTM C30 AT TOILETS, SERVICE SINK, ALL SINKS AND FLOOR DRAIN AREAS.
7. PROVIDE MANUFACTURER'S STANDARD TRIM ACCESSORIES, INCLUDING BUT NOT LIMITED TO CORNER BEAD, L TYPE EDGES, TRIM BEDS, U TYPE EDGE TRIM
BEAD, SPECIAL L CURVED TYPE EDGE TRIM BEAD AND ONE PIECE CONTROL JOINT BEAD..
8. PROVIDE CONTROL JOINTS IN WALLS AT NOT MORE THAN 30' SPACING AND IN SOFFITS NOT EXCEEDING 50' SPACING, OR AS INDICATED ON THE DRAWINGS.
9. APPLY TREATMENT AT GYPSUM BOARD JOINTS, INCLUDING JOINT TAPE AT ALL JOINTS BETWEEN GYPSUM BOARDS AND MIN. 2 COATS GYPSUM JOINT
COMPOUND (OMIT THIRD COAT AND SANDING ON CONCEALED DRYWALL WORK)
10. EXTERIOR GYPSUM SHEATHING - 5/8" DENS -GLASS GOLD PER ASTM. C79. - OR - APPROVED EQUAL
ACOUSTIC CEILING & GRID •
SECTION 009510
1 . INTERIOR ACOUSTIC CEILING TILES TO BE 5/8" x 24" x 48" STANDARD FISSURE TILE IN 1 5/16" WHITE GALVANIZED SUSPEND GRID. INSTALL PER
MANUFACTURERS REQUIREMENTS.
2. EXTERIOR ACOUSTIC CEILING TO BE 5/8" x 24" x 48" EXTERIOR FISSURE TILE IN 1 5/16" WHITE GALVANIZED SUSPENDED GRID..
3. ARMSTRONG - CERAMAGUARD OR EQUAL.
4. PROVIDE HOLD DOWN CLIPS.
5. INSTALL PER MANUFACTURERS REQUIREMENTS.
PAINTING
SECTION 09900
1. PROVIDE ALL LABOR AND MATERIALS AS NECESSARY FOR FINISHES AS INDICATED IN THESE SPECIFICATIONS.
2, ACCEPTABLE PAINT MANUFACTURERS INCLUDE: SHERWIN WILLIAMS, PPG, AND BENJAMIN MOORE
3. ALL FINISHES AND MATERIALS TO RECEIVE PAINT SHALL BE CLEANED THOROUGHLY AND PREPARED PER MANUFACTURES RECOMMENDATIONS.
4. INTERIOR DRYWALL
4.1. 1 COAT LATEX PRIMER
4.2. 2 COATS LATEX EGGSHELL
5. INTERIOR WOOD DOORS.
5.1. 1 COAT OPEN GRAIN WOOD FILLER
5.2. 2 COATS WOOD SATIN POLYURETHANE SEALER
6. INTERIOR HOLLOW METAL FRAMES AND DOORS
6.1. 1 COAT FACTORY PRIME COAT
6.2. 2 COATS SPREAD LUSTER SEMI -GLOSS ENAMEL
7. EXTERIOR METAL
7.1. 1 COAT PRIMER (IF NOT FACTORY PRIMED)
7.2. 2 COATS SPREAD LUSTER SEMI -GLOSS ENAMEL
8. SEE ROOM FINISH SCHEDULE SHEET A4 FOR SPECIFIC COLORS.
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
11/27/2018
OWNER REVIEW
12/18/201 8
PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
B.JACKSON
Project Leader
Checked
L. LONG
G. KARANFILOVSKI
Date
Dept Mgr Approval
08/07/2018
G. KARANFILOVSKI
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
GENERAL NOTES AND
ARCHITECTURAL SPECIFICATIONS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
Al2
0
GENERAL NOTES:
1. BUILDING AND DESIGN CODES:
A. 2017 FLORIDA BUILDING CODE
B. AISC 360-10: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
(14TH EDITION STRUCTURAL STEEL MANUAL)
C. S100-12: NORTH AMERICAN SPECIFICATION
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS
D. AWS STRUCTURAL STEEL WELDING CODE, D1.1-2010
E. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
F. ACI DETAILING MANUAL, 2004
G. STRUCTURAL WELDED WIRE REINFORCEMENT MANUAL OF
STANDARD PRACTICE, WIRE REINFORCEMENT INSTITUTE, 2011
H. ACI 530-1 3 BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES
I. CRSI MANUAL OF STANDARD PRACTICE, 2009
J. SDI CODE OF RECOMMENDED STANDARD PRACTICE FOR
COMPOSITE DECK, FORM DECKS, AND ROOF DECK
CONSTRUCTION, 2010
2. DESIGN LOADS:
A. LIVE LOADS:
UNIFORM
ROOF
20 PSF
SLAB ON GRADE
100 PSF
LIVE LOAD REDUCTION ON SUPPORTING
ELEMENTS IN ACCORDANCE WITH, BUILDING CODE
B. DEAD LOADS:
ROOF DEAD LOAD
12 PSF
C. WIND LOADS:
3 SECOND GUST WIND SPEED:
Vult = 137 MPH (Vasd = 106 MPH)
EXPOSURE:
C
RISK CATEGORY:
II
D. SEISMIC LOADS:
SEISMIC IMPORTANCE FACTOR: 1.00
OCCUPANCY CATEGORY: II
Ss: SPECTRAL ACC FOR SHORT PERIOD = 0.084g
Si: SPECTRAL ACC FOR 1 SECOND PERIOD = 0.034g
SITE CLASS D
SDS: DESIGN SPECTRAL ACC FOR SHORT PERIOD= 0.090g
SDI : DESIGN SPECTRAL ACC FOR 1 SECOND PERIOD= 0.054g
SEISMIC DESIGN CATEGORY A
Fa = 1.6
Fv = 2.4
BASIC SEISMIC FORCE RESISTING SYSTEM: STRUCTURAL STEEL NOT
SPECIFCALLY DETAILED FOR SEISMIC RESISTANCE
DESIGN BASE SHEAR = 1.7 KIPS
Cs = 0.01
R = 3.0
SEISMIC DESIGN PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
E. SNOW LOADS
Ce: EXPOSURE FACTOR = 1.0
Cr: THERMAL FACTOR = 1.0
Pg = GROUND SNOW LOAD = 0 PSF
FOUNDATION:
FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL ENGINEERING REPORT ENTITLED
"GEOTECHNICAL EXPLORATION" PROPOSED DOLLAR GENERAL STORE N.W. CORNER OF CR-54
AND 20TH ST ZEPHYRHILLS, FLORIDA PREPARED BY UNIVERSAL ENGINEERING SCIENCES
DATED JULY 31, 2018
1. CONTRACTOR TO PROVIDE FOUNDATION & FOOTING AS REQUIRED FOR PYLON SIGN OR
MONUMENTAL SIGN REF. SPECIFICATIONS
2. COORDINATE STRUCTURAL PLANS AND DETAILS WITH REQUIREMENTS OF GEOTECHNICAL
REPORT FOOTING DESIGN IS BASED ON 2500 PSF ALLOWABLE SOIL BEARING PRESSURE.
3. CONTRACTOR SHALL TREAT SOIL BELOW SLAB FOR TERMITES PER 2017 FBC SECTION
18164.
4. REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR GENERAL REQUIREMENTS
OF EARTHWORK, OVEREXCAVATION, SUBGRADE PREPARATION, FILL AND COMPACTION,
WATERPROOFING AND OTHER PERTINENT REQUIREMENTS AND INFORMATION. IF THERE IS A
CONFLICT BETWEEN GEOTECHNICAL REPORT AND STRUCTURAL PLANS THEN THE MORE
STRINGENT CRITERIA SHALL APPLY UNLESS OTHERWISE DIRECTED BY AN RFL.
5. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 112 INCH
EXPANSION MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR
TO PIPE RUNS TO ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE
BEAMS. ALTERNATIVELY, PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO
BE PLACED BELOW THE FOOTINGS AND GRADE BEAMS. LOWER FOOTINGS AND GRADE BEAMS
PARALLEL TO PIPE RUNS TO AVOID SURCHARGE ONTO ADJACENT TRENCH EXCAVATIONS.
6. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.
7. ARRANGE FOR OWNER'S INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL
OPERATIONS AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY
COMPACTION AND APPROVE FOOTING SUBGRADES PRIOR TO PLACING CONCRETE.
8. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST,
OR ICE.
9. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF
AWAY FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE
STRUCTURES.
PAD PREPARATION:
RE: GEOTECH REPORT
CONCRETE:
1 . PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND CURING OF CONCRETE IN
ACCORDANCE WITH RECOMMENDATIONS OF ACI 301 AND ACI 318. USE ASTM C 150
CEMENT UNLESS NOTED OTHERWISE. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS
AS SPECIFIED.
A. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) CONCRETE AND:
f'c=4,000 PSI AT 28 DAYS FOR SLAB ON GRADE, FOUNDATIONS, AND CONTINUOS FTC
THE CONCRETE FOR THE SLAB ON GRADE SHALL CONTAIN A MINIMUM OF 564 LBS PER
CUBIC YARD OF PORTLAND CEMENT. FLY ASH IS NOT ALLOWED IN THE CONCRETE MIX
DESIGN OF SLAB ON GRADE. THE CONCRETE AGGREGATE SHALL MEET ASTM C33, SHALL
BE WELL GRADED AND CONTAIN A NOMINAL MAXIMUM AGGREGATE SIZE OF AT LEAST 3/4"
2. PREPARE AND SUBMIT MIXTURES FOR EACH CLASS OF CONCRETE ON THE BASIS OF
LABORATORY TRIAL MIXTURES OR FIELD TEST DATA FOR REVIEW AND APPROVAL BY
THE STRUCTURAL ENGINEER
3. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS. HORIZONTAL
CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY
STRUCTURAL ENGINEER. NOTIFY STRUCTURAL ENGINEER OF PROPOSED CONSTRUCTION JOINT
OR CONTROL JOINT LOCATIONS THAT ARE DIFFERENT OR IN ADDITION TO JOINTS INDICATED
ON DRAWINGS.
4.
CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED.
F.
ADDITIONAL DESIGN LOADS (ASD) INDICATED ON STRUCTURAL
DRAWINGS SHALL BE IDENTIFIED AS FOLLOWS:
5.
WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE.
DL = DEAD LOAD
6.
REFERENCE THE APPROPRIATE DISCIPLINE DRAWINGS FOR SUBSLAB PIPING, FLOOR DRAINS
LL = LIVE LOAD
AND SLAB AND WALL PENETRATIONS.
WL = WIND LOAD
7.
PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY STRUCTURAL ENGINEER FOR
EL = SEISMIC LOAD
MECHANICAL OPENINGS THROUGH THE SLABS, WALLS AND FLOOR DECK. OPENINGS WILL NOT
BE PERMITTED THROUGH BEAMS UNLESS SPECIFICALLY DETAILED.
3. GENERAL
REQUIREMENTS:
8.
ADMIXTURES:.
A. AIR -ENTRAINING ADMIXTURE: ASTM C 260
A.
SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED
IN CONJUNCTION WITH THE DRAWINGS.
B. WATER -REDUCING ADMIXTURE: ASTM C 494, TYPE A
C. RETARDING ADMIXTURE: ASTM C 494 TYPE B
B.
VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR
FABRICATING MATERIALS. NOTIFY A/E OF DISCREPANCIES BEFORE PROCEEDING WITH
D. ACCELERATING ADMIXTURE: ASTM C 494 TYPE C ( NON CHLORIDE)
ANY PHASE OF WORK.
E. HIGH -RANGE, WATER REDUCING ADMIXTURE: ASTM C 494, TYPE F
C.
VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES,
F. WATER REDUCING AND ACCELERATING ADMIXTURE: ASTM C 494, TYPE E
DEPRESSIONS, PADS, AND WALL OPENINGS.
G. WATER REDUCING AND RETARDING ADMIXTURE: ASTM C 494, TYPE D
H. OTHER ADMIXTURES FOR SPECIFIC USE WITH THE PERMISSION OF THE DESIGN PROFESSIONAL
D.
DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.
9.
COMPLY WITH RECOMMENDATIONS IN ACI 302.1 R FOR SCREEDING, RESTRAIGHTENING AND
E.
DETAILS LABELED "TYPICAL DETAILS' ON DRAWINGS APPLY TO SITUATIONS
FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE.
OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY
A. INTERIOR FLOOR SLABS: MACHINE TROWEL FINISH
DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH
LOCATION. NOTIFY ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF
B. EXTERIOR SLABS: LIGHT FLEXIBLE BRISTLE BROOM FINISH
"TYPICAL DETAILS".
REINFORCING STEEL:
F.
DO NOT LOAD THE SLAB ON GRADE OR SUPPORTED SLAB WITH ERECTION CRANES OR
ERECTION EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND
1.
PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES
WILL REQUIRE AN INCREASE IN THICKNESS AND/OR REINFORCEMENT. OBTAIN A/E
IN ACCORDANCE WITH ACI 315 AND ACI 318.
APPROVAL ON PROPOSED CRANE SUPPORT PLAN FOR SLABS PRIOR TO COMMENCING WORK.
2
PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A 615,
G.
DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED
GRADE 60 DEFORMED.
FLOORS/ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR WILL
3.
COORDINATE PLACEMENT OF CAST -IN -PLACE EMBEDS AND ANCHOR RODS. SET ANCHOR
ENSURE THAT ALL SUB -CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS.
RODS WITH A TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING.
AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR ROOF.
H.
THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE
4.
PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE
CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION.
STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED.
PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER
PERSONS DURING CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION
5.
MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE
-
EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF
NOTED:
RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. COMPLY WITH
A. CONCRETE CAST AGAINST EARTH: 3 INCHES
APPLICABLE REQUIREMENTS OF OSHA AND OTHER GOVERNING BODIES HAVING
B. CONCRETE EXPOSED TO WEATHER
JURISDICTION AT THE SITE.
NO. 6 AND LARGER; 2 INCHES
NO. 5 AND SMALLER: 1 112 INCHES
I.
PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THE
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:
ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AND PROVIDE
SLABS AND WALLS
FOR REQUIRED OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT,
NO. 14 AND NO. 18: 1 1/2 INCHES
VERIFY SIZE AND LOCATION OF OPENINGS WITH THE MECHANICAL CONTRACTOR.
NO. 11 AND SMALLER: 3/4 INCHES
DEVIATIONS FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE
APPROVED PRIOR TO IMPLEMENTING THE CHANGES.
6.
DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR
APPROVED BY STRUCTURAL ENGINEER.
J.
LOADINGS FOR MECHANICAL EQUIPMENT ARE BASED ON THE UNITS SHOWN ON THE
MECHANICAL DRAWINGS. ANY CHANGES IN TYPE, SIZE, OR NUMBER OF PIECES OF
7.
WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT IN ACCORDANCE WITH
EQUIPMENT SHALL BE REPORTED TO THE ARCHITECT FOR VERIFICATION OF THE
ASTM A 706 GRADE 60. USE LOW HYDROGEN ELECTRODES FOR WELDING OF REINFORCEMENT
ADEQUACY OF SUPPORTING MEMBERS PRIOR TO THE PLACEMENT OF SUCH EQUIPMENT.
IN CONFORMANCE WITH "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL",
AMERICAN WELDING SOCIETY, AWS D12.1 . PROVIDE ASTM GRADE 40 REINFORCING BARS
K.
SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS
WHERE DETAILED BARS ARE TO BE WELDED TO A STEEL SECTION.
OF ALL SLAB DEPRESSIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL
SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE
8.
WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING.
ARCHITECT PRIOR TO FABRICATING OR INSTALLING STRUCTURAL MEMBERS.
9.
PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCEMENT WITH 90-DEGREE BENDS AND
EXTENSIONS AT CORNERS AND INTERSECTIONS AS SHOWN ON TYPICAL BAR PLACING DETAILS.
10. WHEN SHOWN ON DRAWINGS PROVIDE FIBRILLATED POLYPROPYLENE FIBERS ENGINEERED AND
DESIGNED FOR USE IN CONCRETE COMPLYING WITH ASTM C1116, TYPE 111, 1/2 TO 1 1/2 INCHES
LONG.
MASONRY:
1. REINFORCED MASONRY WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES: ACI 530/ASCE 5/TMS 402..
2. REINFORCED MASONRY TO CONFORM TO THE SPECIFICATIONS FOR MASONRY STRUCTURES
ACI 530.1/ASCE 6/TMS 602 (WITH THE EXCEPTIONS NOTED IN JOB SPECIFICATIONS.
3. PROVIDE CONCRETE MASONRY UNITS (CMU) OF NORMAL WEIGHT (125 PCF MINIMUM),
GRADE N, TYPE I OR II, CONFORMING TO LATEST EDITION OF ASTM C 90.
LAY UNITS IN RUNNING BOND UNLESS OTHERWISE NOTED.
4. PROVIDE MASONRY ASSEMBLAGES WITH MINIMUM PRISM STRENGTH (fm) OF 1,500 PSI,
TESTED IN ACCORDANCE WITH ASTM C 140.
5. PROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE ASTM C 426 LIMITS FOR DRYING
SHRINKAGE OF CONCRETE BLOCKS,
6. PROVIDE VERTICAL REINFORCEMENT IN CMU WALLS AS SHOWN IN DRAWINGS. FILL THE
REINFORCED CELLS SOLID WITH GROUT. MAXIMUM HEIGHT OF GROUT POURS TO BE AS
PER THE SPECIFICATION FOR MASONRY STRUCTURES TABLE NO. 7. UNTIL WALL IS
PERMANENTLY BRACED BY ROOF.
7. LAY HOLLOW UNITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE
SHELLS. PROVIDE FULL MORTAR COVERAGE FOR WEBS WHEN ADJACENT TO GROUTED CELLS.
8, ALIGN VERTICAL CELLS TO BE FILLED WITH GROUT TO PROVIDE CONTINUOUS UNOBSTRUCTED
VERTICAL CELLS. REMOVE OVERHANGING MORTAR OR OTHER OBSTRUCTION AND DEBRIS FROM
THE INSIDES OF CELL WALLS. PROVIDE GROUT WITH 8 INCH SLUMP AND CONSOLIDATE BY
MEANS OF HAND TAMPING TO ENSURE COMPLETE FILLING OF CELLS.
9. INSTALL ANCHORS, ACCESSORIES, AND OTHER ITEMS TO BE BUILT IN AS WORK PROGRESSES.
10. PERFORM CUTTING AND FITTING OF MASONRY WITH MASONRY SAWS PROVIDING CUT
FINISHED UNITS.
11. CELLS AT OR BELOW FINISHED GRADE ARE TO BE GROUTED SOLID.
12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, DO NOT SLOPE
DOWEL MORE THAN ONE HORIZONTAL TO SIX VERTICAL,
13. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED
UNTIL WALL IS PERMANENTLY BRACED BY ROOF.
14. SPECIAL INSPECTION IS REQUIRED AS FOLLOWS:
A. DURING PREPARATION OF REQUIRED PRISMS OR TEST SPECIMENS.
B. DURING THE LAYING OF MASONRY UNITS.
C. DURING PLACEMENT OF REINFORCING STEEL.
D. FOR GROUT SPACES PRIOR TO CLOSING OF CLEANOUTS AND GROUTING.
E. DURING ALL GROUTING OPERATIONS.
FORWARD INSPECTION RESULTS TO THE ENGINEER OF RECORD.
15. GROUT FILL CORES SHALL CONFORM TO ASTM C478 WITH A
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS.
16. MORTAR SHALL COMFORM TO ASTM C270
A. MASONRY BELOW GRADE: TYPE M MORTAR
B. EXTERIOR ABOVE GRADE MASONRY: TYPE S MORTAR
17. GALVANIZED HORIZONTAL REINFORCEMENT SHALL HAVE W1.7 (9 GAGE) SIDE AND CROSS
RODS SPACED 16" ON CENTER. LAP REINFORCEMENT 7".
STRUCTURAL STEEL:
1. DESIGN, DETAIL AND ERECT STRUCTURAL STEEL ELEMENTS IN ACCORDANCE WITH THE
FOLLOWING:
A. AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS.
B. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRENGTH DESIGN.
C. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.,
D. AWS STRUCTURAL WELDING CODE, D1.1 .
2. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS UNLESS OTHERWISE
NOTED:
A. STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A 992
B. EDGE ANGLES, BENT PLATES, HANGERS AND BRACES: ASTM A 36
C. STRUCTURAL PIPE: ASTM A 53, GRADE B, TYPE E OR S
D. HOLLOW STRUCTURAL SHAPES: ASTM A 500, GRADE B
E. BASE PLATES AND MISCELLANEOUS STEEL PLATES: ASTM A 36
F. ANCHOR RODS: ASTM F 1554, GRADE 36
3. CONNECTION MATERIALS:
A. BEAM -COLUMN STIFFENER PLATES AND DOUBLER PLATES TO MATCH THE GRADE STEEL
OF STRUCTURAL ELEMENT
B. HIGH STRENGTH BOLTS (SLIP CRITICAL JOINTS FOR ALL BRACES WHERE SPECIFIED):
ASTM A 325
C. HARDENED STEEL WASHERS: ASTM F 436
4. WELD MINIMUM SIZE AND STRENGTH:
A. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THE AISC
MANUAL.
B. PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION GROOVE
WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL.
C. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED ON ALL SHOP
AND FIELD WELDS UNLESS OTHERWISE NOTED ON THE DRAWINGS.
D. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENT CONNECTIONS, PROVIDE
WELDS TO DEVELOP FULL FLEXURAL CAPACITY OF THE LESSER MEMBER.
E. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO ASTM A 233
(CLASS 70).
F. ALL WELDS ARE CONTINUOUS FOR THE FULL LENGTH OF THE CONNECTION UNLESS
OTHERWISE NOTED ON DRAWINGS.
5. PROVIDE MINIMUM OF TWO BOLTS PER CONNECTION. PROVIDE MINIMUM BOLT DIAMETER OF
3/4 INCH.
6. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT DIP GALVANIZED ACCORDING TO ASTM
A 153, CLASS C WHEN USED TO CONNECT STEEL ELEMENTS THAT ARE HOT DIP GALVANIZED
AFTER FABRICATION.
7. PROVIDE SIMPLE SHEAR CONNECTIONS FOR STEEL CONNECTIONS NOT SPECIFIED OTHERWISE
UTILIZING HIGH STRENGTH BEARING BOLTS IN SINGLE OR DOUBLE SHEAR. PROVIDE DOUBLE
ANGLE OR SINGLE PLATE SHEAR TAB BOLTED CONNECTIONS.
A. UNLESS LARGER REACTION IS SHOWN ON DRAWINGS, PROVIDE MINIMUM DESIGN FORCES
AS FOLLOWS:
1. NONCOMPOSITE BEAMS: BEAM -TO -BEAM OR BEAM -TO -COLUMN CONNECTION TO
DEVELOP THE REACTION OF CONNECTED BEAM. OBTAIN END REACTION FROM
ALLOWABLE UNIFORM LOAD TABLES IN PART 2 OF THE AISC MANUAL OF STEEL
CONSTRUCTION.
8. ADD TO REACTIONS LISTED ABOVE, LOADS OR REACTIONS OF MEMBERS SUPPORTED BY
BEAM WITHIN THREE FEET OF BEAM END AND VERTICAL COMPONENTS OF FORCES IN
BRACE MEMBERS FRAMING INTO BEAM.
9. BRACE CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE
DRAWINGS. ANGLE SIZES, PLATE SIZES, AND SIZE AND LENGTHS OF WELDS SHALL BE
DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
A. DESIGN CONNECTIONS OF DIAGONAL MEMBERS TO DEVELOP THE LOADS SHOWN ON
THE BRACE DETAILS.
B. WHERE FORCES ARE NOT INDICATED ON THE DETAILS, DESIGN CONNECTIONS OF
DIAGONAL MEMBERS TO DEVELOP THE FULL TENSILE CAPACITY OF THE DIAGONAL
MEMBER.
C. SIZE GUSSET PLATES AND ALL WELDS TO RESIST THE FORCE OF THE DIAGONAL
MEMBERS. PLATES AND WELDS SHALL BE SIZED FOR TENSIONS SHEARS AND
MOMENTS CAUSED BY CONCENTRIC AND ECCENTRIC FORCES.
D. ALL BRACE CONNECTIONS SHALL USE WELDS OR FULLY TENSIONED A325 CLASS
A SLIP CRITICAL BOLTS.
STRUCTURAL STEEL CONT:
10. STEEL FABRICATION:
A. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOP TO
GREATEST EXTENT POSSIBLE.
B. CAMBER OF STRUCTURAL STEEL MEMBERS IS INDICATED ON THE DRAWINGS..
WHERE POSSIBLE, CAMBER OF BEAMS TO BE APPLIED BY COLD BEND PROCESS.
CAMBER INDICATED ON DRAWINGS IS INTENDED TO BE FINAL CAMBER AT TIME
OF ERECTION, AND WITHIN A TOLERANCE OF MINUS ZERO TO PLUS ONE -EIGHTH
INCH FOR EACH TEN FEET OF MEMBER LENGTH.
C. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR
APPROVAL BY THE A/E.
D. BE RESPONSIBLE FOR ALL ERRORS OF DETAILING ON THE SHOP DRAWINGS,
ERRORS IN FABRICATION, AND THE CORRECT FITTING OF STRUCTURAL STEEL
MEMBERS.
E. CONFORM TO THE AISC CODE OF STANDARD PRACTICE, FOR ERECTION TOLERANCES.
FIELD MODIFICATION TO STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR
APPROVAL BY THE A/E.
F. CLEAN STEEL OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS
WHERE REQUIRED FOR FABRICATION, FITTING UP, OR WELDING.
G. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES
WITHOUT PRIOR REVIEW AND APPROVAL OF THE A/E.
11. HOT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL AND THEIR CONNECTIONS
PERMANENTLY EXPOSED TO THE OUTSIDE. ITEMS INCLUDED BUT NOT LIMITED TO:
A. SHELF ANGLES.
B. PARAPET WALL SUPPORTING MEMBERS
C. EMBEDDED PLATES IN CONCRETE
D. BUILDING CLADDING SUPPORT STEEL
E. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER ITEMS THAT
REQUIRE HOT DIPPED GALVANIZATION.
12. PROVIDE GROUT FOR BASE PLATES THAT IS NON -SHRINK, NON-METALLIC GROUT WITH
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI. COMPLETE GROUT WORK PRIOR
TO PLACING ROOF CONCRETE OF A SINGLE STORY BUILDING OR PRIOR TO PLACING
SECOND FLOOR CONCRETE OF A MULTIPLE STORY BUILDING.
13. SUBMIT CALCULATIONS FOR CONNECTION DESIGNS NOT DETAILED ON DRAWINGS. DESIGN
CONNECTIONS UNDER SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER, REGISTERED
IN THE STATE WHERE PROJECT IS BEING CONSTRUCTED, EMPLOYED BY THE STEEL
FABRICATOR. DESIGN CALCULATIONS TO BE SEALED BY FABRICATOR'S REGISTERED
PROFESSIONAL ENGINEER. SHOP DRAWINGS SUBMITTED WITHOUT COMPLETE DESIGN
CALCULATIONS WILL NOT BE REVIEWED. WHERE PREDESIGNED CONNECTIONS ARE TAKEN
DIRECTLY FROM TABLES IN AISC MANUAL, CALCULATIONS NEED NOT BE SUBMITTED PROVIDED
JOB DESIGN CONDITIONS PRECISELY MATCH THOSE ASSUMED IN THE AISC MANUAL.
14. PROVIDE WASHERS FOR ALL CONNECTIONS WITH STANDARD, OVERSIZE AND SHORT -SLOTTED
HOLES. FOR LONG -SLOTTED HOLES PROVIDE WASHERS OR A CONTINUOUS BAR OF SUFFICIENT
SIZE TO COMPLETELY COVER THE SLOT. PLATE WASHERS OR BARS TO BE MINIMUM OF 5/16
INCH THICK FOR LONG -SLOTTED HOLES.
15. WIDE FLANGE BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE MADE WITH BOLTED
SHEAR TAB PLATE TYPE CONNECTIONS UNLESS OTHERWISE NOTED ON PLAN. ONE-SIDED
CONNECTIONS SHALL BE DESIGNED AS ECCENTRIC CONNECTIONS.
16.. FURNISH STEEL SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW
PRIOR TO FABRICATION. INCLUDE WELDING PROCEDURES, TESTING PROGRAMS FOR WELDING
AND HIGH STRENGTH BOLTING, COATING MATERIAL AND ERECTION SEQUENCE ON SHOP
DRAWINGS.
17. MILL STEEL COLUMN ENDS TO FIT FLUSH WITH BASE PLATE, CAP PLATE AND END PLATES.
FIELD ASSEMBLY OF THESE STEEL ELEMENTS TO THE COLUMNS IS PROHIBITED..
18. HEADED STUDS (SHEAR AND ANCHOR) AND DEFORMED ANCHORS:
A. PROVIDE HEADED STUDS (SHEAR AND ANCHOR) MADE OF MATERIAL CONFORMING TO
ASTM A 108.
B. PROVIDE DEFORMED ANCHORS MADE OF MATERIAL CONFORMING TO ASTM A 496.
C. WELD STUDS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MANUAL ARC (STICK)
WELDING OF HEADED STUDS AND/OR DEFORMED ANCHORS IS NOT ALLOWED.
19. PRIOR TO DECK PLACEMENT, VERIFY THAT STEEL BEAMS BEARING ON MASONRY HAVE 8 INCH
MINIMUM BEARING AND ARE ANCHORED AS SHOWN ON DRAWINGS.
20. PROVIDE TEMPORARY SHORING OR BRACING DURING CONSTRUCTION PHASE, PRIOR TO
COMPLETING CONNECTIONS AND POURING OF FLOOR SLAB. TEMPORARY CONSTRUCTION
BRACING OF THE STRUCTURAL STEEL FRAME IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE PERMANENT BRACING
SYSTEM HAS BEEN COMPLETED.
21. CLEAN STEEL TO BE PAINTED IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL
POWER TOOL CLEANED SSPC-SP3.
22. ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WHITE OR LIGHT GREY TO PROVIDE DRY
FILM THICKNESS NOT LESS THAN 1.0 MIL: ASPHALTIC PAINTS ARE NOT ACCEPTABLE.
LIGHT GAGE STEEL:
1. PROVIDE ALL STUDS AND/OR JOISTS AND ACCESSORIES OF THE TYPE, SIZE, GAGE AND
SPACING SHOWN ON THE DRAWINGS.
2. DESIGN ALL STRUCTURAL MEMBERS IN ACCORDANCE WITH AMERICAN IRON AND STEEL
• INSTITUTE (AISI) "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED
STEEL MEMBERS"
3. FORM ALL FRAMING MEMBERS FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE
REQUIREMENTS OF ASTM A653 AND THE FOLLOWING STRENGTH REQUIREMENTS:
FRAMING MEMBER GAGE MINIMUM YIELD
STUDS, JOISTS 20,18 33 KSI
STUDS, JOISTS 10,1 2,14,16 50 KSI
RUNNERS, SOLID BLOCKING 20 33 KSI
4. PLACE ALL COLD -FORMED STEEL STUD WALL BRIDGING HORIZONTALLY WITH A MAXIMUM
VERTICAL SPACING OF FOUR FEET UNLESS OTHERWISE NOTED. AS AN OPTION, CONTINUOUS
COLD -FORMED CHANNELS MAY BE POSITIONED THROUGH THE STUD PUNCH OUTS AS BRIDGING
PROVIDED THE CHANNEL IS PROPERLY FASTENED TO EACH STUD.
5. INSTALL AXIALLY LOADED STUDS IN A MANNER WHICH WILL ASSURE THAT THEIR ENDS ARE
POSITIONED AGAINST THE INSIDE OF RUNNER WEB PRIOR TO FASTENING.
6. FASTEN COMPONENTS WITH SELF -DRILLING SCREWS OR WELDING. PROVIDE SCREWS OF
SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF
COMPONENTS IS NOT PERMITTED. TOUCH UP ALL WELDS WITH A ZINC -RICH PAINT.
•
LIGHT GAGE STEEL CONT:
7. WELDING OF COLD -FORMED STUDS MAY BE PERFORMED USING A MINIMUM
ONE -EIGHTH INCH AWS TYPE 6013 WELDING ROD.
8. SECURELY ANCHOR RUNNERS TO THE SUPPORTING STRUCTURE. PROVIDE COMPLETE,
UNIFORM, AND LEVEL BEARING SUPPORT FOR THE BOTTOM RUNNER.
9. SECURELY ANCHOR ABUTTING LENGTHS OF RUNNER TO A COMMON STRUCTURAL
ELEMENT BUTT -WELDED OR SPLICED.
10. PLUMB, ALIGN, AND SECURELY ATTACH STUDS TO THE FLANGES OF BOTH UPPER AND
LOWER RUNNERS. SPLICES IN STUDS ARE NOT PERMITTED.
11. PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALL OPENINGS.
12. STABILITY BRIDGING SHALL BE INSTALLED AT A MAXIMUM 4'-0" O.C. FOR SUSPENDED
SOFFITS UNLESS OTHERWISE NOTED.
13. DESIGN OF METAL STUD FRAMING SHOWN IS BASED ON CEE TYPE (1 5/8" FLANGE)
STUDS BY DALE INDUSTRIES.
14. SHOP DRAWINGS AND CALCULATIONS FOR COLD FORMED METAL FRAMING TO BE
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE
WHERE THE PROJECT IS LOCATED.
PRE-ENGINEERED METAL BUILDING (PEMB)
A. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN AND
FURNISH ALL FRAMING TYPICAL UNLESS SPECIFICALY STATED ON THE
STRUCTURAL DRAWINGS OTHERWISE.
B. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP
DRAWINGS IN A TIMELY MANNER PRIOR TO FABRICATION TO VERIFY LOADS
USED FOR FOUNDATION DESIGN.
C. FOUNDATION DESIGN AS SHOWN ON STRUCTURAL DRAWINGS IS PRELIMINARY
ONLY. ITEM B. SHOULD BE SUBMITTED FOR FINAL DESIGN.
D. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN & SUPPLY
ENGINEERING FOR ROOF OPENINGS, ROOF TOP UNITS, AND ANY HUNG LOADS
WITH OTHER TRADES.
THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE
SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY, AND
ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND EXTERIOR
SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL BE CERTIFIED
BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) METAL BUILDING
CERTIFICATION PROGRAM
PRE-ENGINEERED METAL BUILDING
COMPANY CONTACTS PHONE #
4537568-
VP BUILDINGS DAVID ENGLISH 901- PRE-ENGINEERED METAL BUILDING
DEnglish@vp.com
STAR BUILDING SYSTEMS _JE_FF.H RN 866664- 8899 PRE-ENGINEERED METAL BUILDING
NUCOR BUILDING SYSTEMS BOB BARRY 315-622-4440 1 PRE-ENGINEERED METAL BUILDING
BIG BEE STEEL BUILDINGS, INC.
CHIEF BUILDINGS
CONSULTANT:
SEAL: GARY MAEDA, PE 68724
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Y °s\ C�� e t N
No. 68724
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THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
1 1/27/201 8 OWNER REVIEW
1 2/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
D. GRIFFIN
Project leader
Checked
L. LONG
Date
Dept Mgr Approval
08/07/2018
G MAEDA
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P,O. BOX 1615
THOMASVILLE, GA 31792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
STRUCTURAL
GENERAL NOTES
DO NOT SCALE DRAWING
Project No,
Drawing No.
JCDT.18.0233
S1
1'
I iI i 9. OR r. le i. 1414, nr'. r ,... I , 11i 11, 1111i 1 1 1 111 1 1 1 1II -
on
•
POST AND BEAM
ALONG END WALL 4
S3
T-8" 7'-8"
I � FT4
T -
0
N
CV
FT4
C
m
d 1q
m S3
m
cn LINEQ6
a
b0
O
N
Z
m
11
I
S3
>
0
N
U)
5
26'-0" 26'-0"
2
S3
. FT6
FT8
F
L J
U) U)
A =
9 �
S3
4"
4'-8" 5'-6"
4 4
S3 S3
LINE D
6
S3
SJ
SJ
SJ
SJ
SJ
2
3
26'-0" _ 1
VERT WALL BRACING THIS BAY BY PEMB
ROOF BRACING THIS BAY BY PEMB
FT8
F
L -1
U) I Cl)
14
2 6'-0"
8" CMU SILL
WALL TO
-0"
1
9
N
N
V-8" x V-8" x 9 1/2" -' -- -
FT8 DEEP COL POCKET FT8
TYP @ INT FT4
I I I 1
FF ELEV 0'-0" 1 - �0�
7 c B
6
S2 I �. s3 LINE 1Q m
1 .....
��
w
T/FTG 0'-0" 0.
TYP INT }
U) � � 11
S3 m
Ln
1 TYP I o CD `°
S3 � Z o
8" CMU SILL N U ti
WALL TO
4'-0" AFF FROM m
GRID LINE J
[ TO OD
of
FT4 >
8" CMU TO
10'-8" AFF
REF 6/S4
j! 3 0
r
T, T,— _ S3
6
- � OP 54 I o
- ......... -'-' / HA Dom-/ N
o, f # 8 HAIRPIN TYP --- 1
FC �� @ EACH PEMB f 52
6° I COLUMN I 6 I �`1/'O 2 1
FT6 I FT6 FT4
- - I - - T/FTG1
1
t 1 0
._�_ _� �8" CMU SILL � �_�_�_�_�F.l�_�_ _ j
WALL TO
5 5 4'-0" AFF FROM
S3 -'-'--
\,—,/ GRID LINE 11 S3
8" CMU TO
SIM O S3 �� 3 10'-8" AFF V-8„ 2
S3 REF 6/S4 �1
CL
COL
10'-10%Z" - POST AND BEAM
8- ALONG END WALL
26'-0" 26'-0" 26'-0" 26'-0" 26'-8"
VERT WALL BRACING THIS BAY BY PEMB
130'-8" ,
8" CMU
SILL WALL
'u�4X4k1f4 2
S4
CONT C8x11.5
(10'-10")
SOFFIT FRAMING
yS
6 (BY PEMB)
k� 1/
54
8" CMU ..._ 1
SILL WALL CONT C8x11.5 S4
(10'-10")
1
2 ENTRANCE FRAMING PLAN
L�
5 4
NORTH
FOUNDATION PLAN
HEAVY HEX
NUT W/
OVERSIZED
HEAVY PLATE
WASHER
O
1 1/2" NOW U
SHRINK GROUT 0
°-_ _T/ CONC AT
F1554 POCKET RE: S3
GR36 ROD O
OVERSIrs Q
RE: SCHED O Q p O
u— U. Q
HEAVY HEX °D � CD
NUT W/ � C,ZED
WASHER
TACK WELD - FOR ANCHOR ROD SIZE,
TO ROD QUANTITY, AND LOCATIONS
RE: PEMB DRAWINGS
3 TYP ANCHOR ROD DETAIL
Scale. 1 — 1 0
FOUNDATION
DESIGN LOAD
P GRAVITY = +8K
P UPLIFT = 4K
H LATERAL = +2K
2'-8"x2'-8" C
W/ (8) #5 VE
AND #4@6"
2
1
CONCRETE
PIER BELOW
8" CMU COLUMN COVER REINF
W/ #5 EA CORNER AND MASONRY
JOINT REINF @ 16" OC
PROVIDE CMU BOND BEAM REINF
W/ (2) #4 CONT ON ALL FOUR SIDES
AT TOP OF COL COVER AT EL 10'-8"
EXTERIOR FTG AND COLUMN
Scale: 1/2" = 1'-0"
oo
EDGE OF
SLAB —
0
m
FOOTING
SCHEDULE
FOOTING
FOOTING SIZE
FOOTING REINFORCEMENT
NOTES
MARK
T
W X L
BOTTOM
TOP
FT2,0
2'-0"
2'-0" CONT.
2- #6 CONT.
2- #6 CONT.
FT4
2',0"
4'-0" X 4'-0"
546 EA. WAY
546 EA. WAY
FT6
2'-0"
6'-0" X 6'-0"
746 EA. WAY
746 EA. WAY
FT8
2'-4"
8'-0" X 8'-0"
1146 EA. WAY
1146 EA. WAY
FOUNDATION NOTES:
1. ALL DIMENSIONS SHALL BE COORDINATED WITH
ARCHITECTURAL DRAWINGS.
2. SJ DESIGNATES SHRINKAGE CONTROL JOINT OR
CONSTRUCTION JOINT.
RE: DETAIL 1/S3
3. CONTRACTOR TO COORDINATE ALL CONDUIT AND PLUMBING
STUB -UP LOCATIONS WITH ELECTRICAL AND PLUMBING PLANS.
4. FTx INDICATES FOOTING MARK- RE: FOOTING SCHEDULE.
5. SIDEWALKS ARE NOT SHOWN ON STRUCTURAL PLANS OR
DETAILS.
RE: ARCH AND OR CIVIL DRAWINGS FOR TYPICAL SIDEWALK
INFO.
6. T/FTG INDICATES TOP OF FOOTING ELEVATION
7. TOP OF BEAM DESIGNATED (XX'-X") ABOVE FINISHED FLOOR
8. RE: SHT S1 FOR GENERAL NOTES
KEY NOTES:
O 4" CONCRETE SLAB WITH 6x6-W2.9xW2.9 WWF ABOVE VAPOR RETRADER
OVER 6" AGGREGATE BASEOR COMPACTED GRANULAR FILL OVER
PREPARED SUBGRADE. RE: 1/S3
O2 RE: ARCH FOR DOOR OPENING LOCATION.
IBC MASONRY SPLICE TABLE
REINFORCING
SIZE
8" MASONRY
1 BAR CENTERED
8" MASONRY
2 BARS IN CELL
OR OFFSET BARS
#4
15"
26" (2" CLR)
#5
23"
40" (2" CLR)
#6
43"
74" (2" CLR)
END WALL DETAIL
Scale: 1" = V-0"
FOUNDATION
DESIGN LOAD
PGRAVITY = 24K
PUPLIFT = -19K
BASE PL POCKET
RE: PLAN
9 1/2" DEEP
COL POCKET —,
PRE-ENGINEERED METAL BUILDING (PEMB)
A. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN
AND FURNISH ALL FRAMING UNLESS SPECIFICALY STATED ON THE
STRUCTURAL DRAWINGS OTHERWISE.
B. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN &
SUPPLY ENGINEERING FOR ROOF OPENINGS, ROOF TOP UNITS, AND
ANY HUNG LOADS WITH OTHER TRADES.
THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE
SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY,
AND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND
EXTERIOR SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL
BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
METAL BUILDING CERTIFICATION PROGRAM
COL, BASE PL AND
ANCHOR BOLTS
BY PERM
! 1 1/2" NON -SHRINK
I GROUT
MONOLITHIC FOOTING
AND SLAB ON GRADE
FIN FL
ELEV 0'-0"
�1
3" COVER RE: PLAN RE: PLAN TYP RE: FTG SCHEDULE FOR
REINF T&B
6 INTERIOR FTG AT PEMB COLUMN
Scale. 1/2 — 1 0
CONSULTANT:
SEAL: GARY MAEDA, PE 68724
Et��ttzt ,,
No, 6&724
'. o
OR
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
1 1 /27/2018 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
D. GRIFFIN
Project Leader
Checked
L. LONG
Date
Dept Mgr Approval
08/07/2018
G MAEDA
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
FOUNDA11ON PLAN
AND SCHEDULES
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
82
T/ STEEL ELEV
4'-0"
8" CMU WALL REINF
W/ #5 @ 48" OC CENTERED
GROUTED SOLID_
SEE CIVIL DWGS FOR
FINISH GRADE OR
ASPHALT PAVING
ELEVATION —�
0
N
"Poll
1 1/2" DEEP
COL POCKET
8" CMU
SILL WALL
FOUNDATION 1/2" DIA x 2'-0" SMOOTH BAR
DESIGN LOAD 1 AT 12" OC AT ALL DOOR
GRAVITY = +1I2K LOCATIONS
UPLIFT = -12K
LATERAL = ±5K 4" CONC SLAB WITH JOINTS SHALL BE FILLED TYP SHRINKAGE
JOINT (SJ)
FLUSH WITH JOINT FILLER TYP CONST JOINT
#4@12" OC EW OVER 1/8"x t/4 SAWCUT OR
71"x
EDGE OF 4" AGGREGATE BASE {/
" IF NEEDED
I SLAB $ PREMOLDED INSERT 4
REF ARCH FOR SLAB ELEV
FT4 _J TURN DOWN SLAB REQUIRED I/3
1 1/2" DEEP EGRESS DOOR- ._,
COL POCKET ^
CMU t
RE: ARCH 3/8" EXP JT m 0�' 0.<D�
co
3/4 CHAMFER
^ I THRESHOLD : 1
Nl .�: l
SEE CIVIL DWGS FOR FINISH RE: ARCH'
`o GRADE OR ASPHALT PAVING ? PREPARED VAPOR RETARDER
H 4 C I SLAB ON GRADE FIN FL
ELEVATION ONLY SLOPESUBGRADE LAP JOINTS MINIMUM 6" AND SEAL WITH
ELEV 0'-0"
PRESSURE SENSITIVE TAPE.
. ,. _ _... AGGREGATE BASE
COL BY PEMB 10,> 7>, 0 • • x x .
MANUF All^ I 4 OR COMPACTED
, � €_ _. �. GRANULAR FILL
• I (1 (4) #4 @ 12" TOP EXTEND 3'-0"
8" CMU I BEYOND EA SIDE OF DOOR NOTE:
SILL WALL ^ OPENING (BEND AT ENTRY)
1. SAW CUT CONTROL JOINT SHALL BE COMPLETED BETWEEN 4 TO 12 HOURS AFTER
2-0 RE: FTC SCHEDULE
RE: PLAN CONCRETE SLAB HAS BEEN PLACED.
„ #4 DWL @ 12" OC
FOR REINF T & B
"
#5 CONT T&B 1'-0" 2. VAPOR RETARDER SHALL BE ASTM E 1745, CLASS A WITH A WATER VAPOR TRANSMISSION
3'-0" 1'-0\\
TURNDOWN SLAB ON RATE OF 0.012 PERMS OR LESS AS TESTED BY ASTM E 96, NOT LESS THAN 10 MILS THICK
THREE SIDES DOWEL TO
BLDG TUNDOWN SLAB
SHADED AREA INDICATES PORTION
OF COLUMN FOOTING THAT SHALL
BE HELD DOWN 0'-8" FROM
FINISHED FLOOR
(REF DETAIL 2/S3)
C8 BY PEMB MANUF
W/ 5/8" DIA HILTI HIT HY-270
ADHESIVE ANCHOR
@ 48" OC AND 5 5/8" EMBEDMENT
INTO GROUTED CORES
- CMU BOND BEAM REINF
W/ (2)-#4 CONT
#4 @ 12" DWLS
2'-0"
SLAB ON GRADE
FIN FL
ELEV V-0„ OIL
�1
OL • 1
41
3" COVER (2) #6 CONT
TYP T&B
2'-0"
TURNDOWN SLAB
1 ALONG END AND SIDE WALL
S3 1/2" = V-0"
5 4
FT6
F- - - - ----�
� I
I
I
� I
I
COL BY I-- — d
1 1/2" DEEP PEMB
COL POCKET MANUF
0
r
l9 . -
61 /� 8" CMU
SILL WALL
4" CMU
RE: ARCH
H 3'-0$' FOUNDATION
_. DESIGN LOAD
PGRAVITY = +13K
PUPLIFT = -11K
TYP FOOTING HLATERAL = ±6K
12 ALONG SIDE WALL
S3 1/2"
= V-0"
TYP FOOTING
ALONG ENDWALL
S3 1/2" = V-0"
1
'-0ll ,1' —0„
COL BY PEMB
MANUF
FT4
o EDGE OF L I
I SLAB
d
o I '
I cV
I
L-
1 1/2" DEEP
COL POCKET
8" CMU
SILL WALL
FOUNDATION
DESIGN LOAD 2'-0"
P GRAVITY = +6K
P UPLIFT = -4K
H LATERAL = ±1 K
FOOTING
AT FRONT CORNER
S3
'11�
FOUNDATION
DESIGN LOAD
PGRAVITY
= +5K
PUPLIFT
= 4K
HLATERAL
±1 K
COL BY PEMB
MANUF
4" CMU
RE: ARCM;---'
S3
1/2" = 1 '-0"
EDGE OF
SLAB — ,
4" CMU
RE: ARCH
A
EDGE OF
SLAB
I
1 112" DEEP — —
COL POCKET
3.,
` ,
3
A.
,.
t
5 77 Ajj��
�3�s ,a 3� •; i „, ii333 3 „ „f
FOOTINGAT CORNERS
1
SECTION AT ENTRANCE
4 AND EXITS WITH SIDEWALK
S3. _. 1/211
= 11-01'
3 2
r--------------�
I I �
FT6
" "
1 1/2" DEEP 55COL BY
COL POCKET PEMB PEMB L_ —
N MANUF
^N
A -
EDGE OF
SLAB —
4" CMU
RE: ARCH
0
0
N
c0
8" CMU I
SILL WALL
T
FOUNDATION
DESIGN LOAD
3'-0" H 3'-0,, PGRAVITY = +14K
PUPLIFT = -12K
TYP FOOTING HLATERAL = ±6K
S5ALONG SIDE WALL
S3 1/2" = V-0"
5 4 3 2
3'—01, 3'-011
CMU
RE: ARCH IH FT6
FOOTINGYP
ALONG
S3
1 /2" = 1 '-0"
�J
TYP SLAB ON GRADE
S3
1 /2" = V-0"
O
LL
z�
U
8" HOLD DOWN FOR
0 0
1 1/4x1J4
EXTERIOR CMU
p W
STRAP ANCH
w
1 1/4"x1/4 STRAP ANCH WITH
p H
00
NO SLAB
3" RIGHT ANGLE BENDS EACH
O p
HOLD DOWN
END AT 16" OC VERT EA SIDE GIRT BY PEBM � 0 ^
BELOW PEMB
AT COL WEB. COORD VERT
=� § 00
COL
LOC'N WITH BLOCK COURSING
d
(WHERE CMU WALL OCCURS AT
I
COLUMNS). TACK WELD STRAP Oy 3
TO COLUMN z v
PLAN A -A 3
00
A I A COL, BASE PL AND p w
I MONOLITHIC FOOTING J
ANCHOR BOLTS 0 X
SEE CIVIL DWGS FOR BY PEBM AND SLAB ON GRADE = w
FINISH GRADE OR r
ASPHALT PAVING HAIRPIN ANCHOR
ELEVATION I HOOKED AROUND OUTSIDE AB
COL POCKET I 1 1/2" NON SHRINK CENTERED IN SLAB RE: PLAN
GROUT
FIN FL
e — ,_ �,�..� __.. — — — E 0 -0 ELEV "
s�
3" COVER
TYP
` 1
TURNDOWN SLAB
TURNDOWN SLAB BEYOND RE: 3/S3 &
REINF CONT THRU 1l/S3
FTG T&B RE: 3/S3
& 11/S3 RE: FTG SCHEDULE FOR
REINF T&B
RE: PLAN RE: PLAN
NOTE
EXTERIOR FTG AT IN SLAB ON GRADE HAIRPIN
n c R A o I I l R A K r NOT SHOWN FOT CLARITY
S3 1 /2" = 1 '-0"
C8 BY PEMB MANUF
1
W/ 5/8" DIA HILTI HIT HY-270
ADHESIVE ANCHOR
8"
@ 16" OC AND 5 5/8" EMBEDMENT
T/ STEEL ELEV
INTO GROUTED CORES
10'^10"
T/ WALL ELEV
gk
CONT C8xl 1.5 W/ 5/8" DIAx HILTI
HIT HY-270 ADHESIVE ANCHOR
' J
RE: 1/S2 IF
CMU BOND BEAM REINF
@ 16" OC AND 5 5/8" EMBEDMENT
INTO GROUTED CORES
E
W/ (2)-#4 CONT
8" CMU WALL REINF
W/ #5 @ 16" OC CENTERED
GROUTED SOLID,:
#4 @ 12" DWLS
SEE CIVIL DWGS FOR
`
2'-0"
FINISH GRADE OR
SLAB ON GRADE
-,
ASPHALT PAVING
ELEVATION
FIN FL
ELEV 0'-0"
0
N
3" COVER
TYP
II �1
21 011 1 (2) #6 CONT
T&B
TURNDOWN SLAB
3 AT FRONT WALLS
S3 1 /2" = V-0
CONSULTANT:
SEAL: GARY MAEDA, PE 68724
.�o
No, 68724
STATE OP
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
1 1/27/2018 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
D. GRIFFIN
Project Leader
Checked
L. LONG
Date
Dept Mgr Approval
08/07/2018
G MAEDA
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
FOUNDATION SECTIONS
AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
83
TYP
m
5
S4
21'-0"
u o c+o..o..n in
ELEVATION AT
STOREFRONT ENTRANCE
S4 SCALE: 3/8" = V-0"
3
EMBED PL EP2 HSS8x8 T / STEEL
RE: 4/S4 T / CMU WALL
ELEV 10'-8"
A
('3 DETAIL
S4 SCALE: NTS
CMU 4'-0" AFF
T / STEEL
ELEV 8'-2"
HSS8x6
#5 @ 16" OC CENTERED
IN GROUTED CELL FROM HSS BEAM
FOOTING TO T/WALL DOWEL RE: 2/S2
6 DETAIL
S4 1 IT = 1 011
PL 7 1/2x3/8x1'-0"
LG W/ (2) 3/4"x8"
LG HEADED
STUD ANCHORS
ih
o
CID
3 3/4" 3 3/4"
7 1 /2"
EP1
PL 7 1/2x3/8xl'-0"
LG W/ (2) 3/4"x8"
3" LG HEADED
STUD ANCHORS
M
O
iY)
3 3/4" 3 3/4"
EP2
4 EMBED PLATE DETAIL
S4 SCALE: NTS
WELD TO
BOT OF STL
LINTEL TYP
FOUNDATI
DESIGN LC
P GRAVITY
PUPLIFT
HLATERAL
3 1 /2x3 1 /2x1 /4 ' A
x 0-3 I
HSS4x4xl,
RE: PLAN
PLUG WELD
COL / CLIP
S.B.S
A41
SECTION A -A
2 1/2" DIA ACCESS
HOLE FOR PLUD WELD
HSS4x4x1 /4
RE: PLAN
3 1 /2x3 1 /2x 1 /4x 0'-3 1 /4"
BASE ANGLE INSTALLED FIRST
THEN HSS4x4 COL IS SLIPPED OVER
BASE ANGLE AND PLUG WELDED TO
VERT LEG OF BASE ANGLE
FIN FL
ELEV 0'-0"
5/8" DIA x4" HILTI KWIK BOLT
3 EXPANSION ANCHOR WITH
4" EMBED
COLUMN BASE PLATE DETAIL
S4 SCALE: NTS
�1
FOOTING AT
BACK CORNER
S4
ELEV
RE: ARCH
B/ DECK ELEV
VARIES
T/CMU COL COVER
ELEV 10'-8"
OL ELEV 10'-0"
CONT C8 WITH 5/8" DIA HILT[ 1
270 ADHESIVE ANCHORS @ V
WITH 5" EMBEDMENT INTO GF
CORES
a
S4 3/4" = 1'-0"
, INC.
ZER'S
CONSULTANT:
SEAL: GARY MAEDA, PE 68724
�Ka 9IAI-E Car-' (:^4
d �0 R 1Uf �
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
D. GRIFFIN
Project Leader
Checked
L. LONG
Date
Dept Mgr Approval
08/07/2018
G MAEDA
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: ,John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SECTIONS
AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.I 8.0233
S4
1) CONCRETE SALES FLOOR PRE -INSTALLATION CONFERENCE _
A. At least 30 days prior to the start of the concrete slab construction, the general contractor shall conduct a meeting to
review the proposed concrete mix designs and to discuss the required methods and procedures to achieve the requirements
of this specification. The general contractor shall send a pre -concrete conference agenda to all attendees
scheduled date of the conference.
B. The general contractor shall require responsible representatives of every party concerned with the concrete work to
attend the conference, including, but not limited to, the following:
General contractor's superintendent
1. Laboratory responsible for concrete mixes, field quality control and floor tolerance testing
2. Ready -mix concrete producer
3. Concrete contractor
4. Chemical admixture manufacturer
5. Liquid densifier and sealer manufacturer
6. Liquid densifier and sealer applicator
7. Joint filling manufacturer
8. Joint filling applicator
C. Minutes of the meeting shall be recorded, typed and printed by the general contractor and distributed to all concerned
parties, including the owner's representative, the architect and the structural engineer, within five days of the meeting.
D. The minutes shall include a statement by the concrete supplier stating that the proposed concrete mix design will produce
the concrete quality required by these specifications.
E. The minutes shall include a statement by the concrete contractor that the proposed concrete mix design will provide
appropriate workability and setting times, to ensure that the concrete contractor can achieve the requirements of this
specification.
CONCRETE CONTRACTOR QUALIFICATION
A. The concrete contractor shall include in their bid package to the general contractor, sufficient data, including a minimum of
three similar and successful projects that clearly indicates the concrete contractor's ability to successfully perform the work
and to achieve the interior sales floor slab tolerances required in this specification. The concrete contractor's team shall have
participated in the majority of these projects, and that team shall remain the same through the duration of this project.
3) CONCRETE MATERIALS
A. Portland Cement: ASTM C 150, Type 1. Use one brand of cement throughout the project.
B. Coarse and fine aggregates: ASTM C 33. Combined aggregate gradation for slabs on grade and other designated concrete
shall be 8% - 18% for large top size aggregates (1'/") or 8% - 22% for smaller top size aggregates (1" or:K") retained on each
sieve below the top size and above the no. 100 sieve. Slabs on grade shall have a maximum aggregate size of 11/" footings and
piers 1" and beams 3/4".
C. Water: complying with ASTM C 94.
D. Air -entraining admixtures: Shall conform to ASTM C-260. Admixture manufacturer shall provide written certification that
the air -entraining admixture is compatible with other required admixtures. All exterior slabs shall be air -entrained (4% - 6%).
Acceptable products: Euclid Chemical AEA-92 or Air 40; BASF Micro Air; W.R. Grace Daravair 1000 or Darex- 1.
1. Note: Air -entraining admixture shall not be used on interior concrete.
E. Water -reducing admixture: Shall conform to ASTM C494, Type A and contain no more than 0.05% chloride ions.
Acceptable products: Euclid Chemical Eucon series; BASF Pozzolith series; W.R. Grace WRDA or Daracem series.
F. Water -reducing, retarding admixture: Shall conform to ASTM C494, Type D, and contain no more than 0.05% chloride
ions. Acceptable products: Euclid Chemical Retarder 75; BASF Pozzolith series; W.R. Grace Daratard 17.
G. High range water -reducing admixture (superplasticizer): Shall conform to ASTM C494, Type F or Type G and contain no
more than 0.05% chloride ions. Acceptable products: Euclid Chemical Eucon 37; BASF Rheobuild 1000; W.R. Grace
daracem-100.
H. Water -reducing, non -corrosive accelerating admixture: Shall conform to ASTM C494, Type C or E, and contain no more
chloride ions than are present in municipal drinking water. The admixture manufacturer must have long-term, non -corrosive
test data from an independent testing laboratory (of at least a year's duration) using an acceptable accelerated corrosion test
method such as that using electrical potential measures. Acceptable products: Euclid Chemical Accelguard 80/90 or
Accelguard NCA; BASF NC534 or Pozzutec 20; W.R. Grace Polarset.
I. Prohibited admixtures:
1. Calcium chloride or admixtures containing more than 0.05% chloride ions are not permitted.
2. Flyash is not permitted.
4) EVAPORATION RETARDER :
A. Waterborne, monomolecular film forming, manufactured for application to fresh concrete.
1. Acceptable products:
a. "Eucobar" by Euclid Chemical - Phil Brandt 877-438-3826
5) CURING MATERIALS :
A. Exterior curing : All exterior concrete slabs shall be cured using a liquid membrane -forming curing
compound. The liquid membrane -forming curing compound shall meet the requirements of ASTM C1315 with a
maximum V.O.C. Content of 700 g/I.
1. Acceptable products:
a. "Super Rez Seal" or "Super Aqua Cure" by Euclid Chemical - Phil Brandt 877-438- 3826
B. Interior curing (building not enclosed/sales floor slab is placed first ): The interior sales floor slab shall
be cured using a reduced odor, dissipating liquid membrane forming curing compound that is formulated from
hydrocarbon resins. The dissipating liquid membrane forming curing compound shall meet the requirements of
ASTM C309 and V.O.C. contents in accordance to EPA 40 CFR, part 59, table 1, subpart D for concrete curing
compounds with a maximum V.O.C. content of 350g/I.
1. Acceptable product:
a. "Kurez DR VOX" by Euclid Chemical - Phil Brandt 877-438-3826
C. Interior curing (building enclosed/sales floor slab is placed last): The interior sales floor slab shall be
cured using a removable, low odor, fast drying liquid membrane forming curing compound. The removable
liquid membrane forming curing compound shall meet the requirements of ASTM C309, AASHTO M 148,
USDA compliancy and V.O.C. contents in accordance tb EPA 40 CFR, part 59, Table 1, subpart D for concrete
curing compounds with a maximum V.O.C. Content of 350g/l.
1. Acceptable product:
a. "Kurez RC" by Euclid Chemical - Phil Brandt 877-438-3826
6) LIQUID DENSIFIER / SEALER FOR INTERIOR SALES FLOOR
A. Liquid densifier / sealer shall be a sodium silicate / siliconate blend. Manufacturer of liquid densifier and
sealer must be contacted prior to bidding for pricing and application requirements.
1. Acceptable liquid densifier and sealer manufacturer:
a, "Euco Diamond Hard" by Euclid Chemical - Phil Brandt 877-438-3826
b. "RetroPlate 99" by RetroPlate Systems - Curtis Turnbull 888-942-3144
B. Approval: All general contractors bidding or negotiating a Dollar General project shall contact Euclid
Chemical or RetroPlate to obtain a list of approved applicators located within the geographic region of the
project. General contractors shall solicit and accept pricing only from those applicators as provided by Euclid
Chemical or RetroPlateThe approved applicator selected for the initial application of liquid densifier /
sealer shall be the same as for the joint filling and additional application of liquid densifier / sealer and
polishing process. Within ten days after completion of work, the approved applicator shall furnish Euclid
Chemical or RetroPlate a copy of the invoice, as well as square footage and coverage rate data confirming that
the specified application rates were achieved.
C. Project service: at leasil0 days prior to application of liquid densifier and sealer, the general contractor shall
notify the Euclid Chemical or RetroPlate representative for jobsite service. The representative will be on the
project site during the first application of liquid densifier / sealer and will follow the project through to 20 days
to the completion.
7) SEMI -RIGID POLYUREA JOINT FILLER:
A. UV Resistant, semi -rigid polyurea joint filler shall be a two (2) component, 100% solids compound, with
minimum Shore "A" hardness of 80. Joint filler color shall match the adjacent concrete surface.
1. Acceptable semi -rigid polyurea joint filler manufacturer:
a. "Euco QWIKJoint UVR" by Euclid Chemical - Phil Brandt 877-438-3826
B. Non -UV Resistant, semi -rigid polyurea joint filler shall be a two (2) component, 100% solids compound, with
a minimum Shore "A" hardness of 75. Joint filler color shall match the adjacent concrete surface.
1. Acceptable semi -rigid polyurea joint filler:
a. "CreteFill Pro 75" by CureCrete - Curtis Turnbull 888-942-3144
C. Approval: All general contractors bidding or negotiating a Dollar General project shall contact the Euclid
Chemical company or Retroplate to obtain a list of approved applicators located within the geographic region of
the project. General contractors shall solicit and accept pricing only from those applicators as provided by
Euclid Chemical or RetroPlateThe approved applicator selected for the initial application of liquid
densifier / sealer shall be the same as for the joint filling and additional application of liquid densifier /
sealer and polishing process.
8) CONCRETE MIXES:
A. Comply with ACI 301 requirements for concrete mixtures.
B. Concrete mix design(s) shall be proportioned according to ACI 301, for normal -weight concrete determined
by either laboratory trial mix or field test data as follows:
1. Compressive strength (28 days): 4000psi (27.6mpa), with a maximum water/cement ratio of .53, unless
otherwise indicated on the drawings. Concrete materials included in the mix design shall be the same materials
provided to the project, and shall be prepared by an independent testing laboratory approved by the owner. If
sufficient backup data is not available, the laboratory mix design shall exceed the desired job strength of
concrete by 1,200psi. Four copies of the mix design shall be submitted to the owner before concrete work
begins.
2. Slump: Concrete containing mid or high range water reducer shall have a maximum slump of 5'/2" for the
interior sales floor slab and 8" (200 mm) for other areas. All other concrete shall not exceed 4 inches (100
mm) unless otherwise indicated on the drawings.
3. Adjustment to concrete mixes: Mix design adjustments may be requested by General Contractor when
characteristics of materials, job conditions, weather, test results or other circumstances warrant; at no
additional cost to owner and as accepted by owner. Laboratory test data for revised mix design and strength
results must be submitted to and accepted by owner before using in work. Both the concrete testing and
inspection agency and the concrete contractor shall satisfy themselves that the concrete mix design will
produce a concrete which will meet the specifications for this project. In addition, the General Contractor and
Concrete Contractor shall verify that the workability, finishability and setting times are appropriate for slab
installations. Placement shall be made directly from concrete trucks by chute. If pumping of the concrete is
contemplated for any special locations, the proportions established above shall not be altered to suit the
capabilities of the pumping equipment. For concrete containing macro -synthetic fibers, adjustments required
to provide required placement conditions may warrant use of additional water reducer. No additional water is
permitted into concrete mixture after addition of macro -synthetic fibers.
4 Interior concrete sales floor: Concrete shall be designed to meet 4000 psi compressive strength @ 28 days
and exhibit<0.04% shrinkage @ 28 days. The mix shall contain approximately 12 cubic feet of #467
aggregate (1-1/2" top size), the specified water reducing admixture and achieve a w/cm ratio of 0.53 (max.).
Concrete shall be non air -entrained and in no case shall the concrete be designed for less than 4000 psi
(27.6mpa) @ 28 days. Proposed mix design shall be similar to the following
Prototype mix:
Materials
Cement
Fly ash/slag
Coarse aggregate
Fine aggregate
Water content
Air content (Entrapped Air Only)
Water Reducer (type a/f)
W/cm
Initial slump (water)
Final Slump (with water reducer)
Shrinkage
Prototype mix
517-564lbs.
Prohibited
12 cubic feet +/- .50 (#467 stone)
7 cubic feet +/- (adjust as necessary)
250 - 300lbs.
3.0% (max.)
3oz.- 1 0oz./1 00wt +/- (mid range preferred)
0.53 (max.)
3"
5.5" (max)
<0.04% @ 28 days
9) FLOOR SLAB FINISH AND TOLERANCES :
A. General: Unless otherwise noted by owner, concrete sales floor slab shall be cast in one continuous placement.
Concrete shall be placed, screeded, re -straightened, and finished as necessary to meet the FF and FL tolerance
requirements. Do not wet concrete surfaces during finishing operations.
B. Trowel finish (sales floor): Apply a hard trowel finish to surfaces as follows:
1. Laser screeds, vibratory screeds, highway straightedges and wood bull floats shall be used to initiate screeding
and floating process to form a uniform and open -textured surface plane before excess moisture or bleed water
appears on the surface. A back-up laser screed is required during concrete placement of the interior sales floor
slab. Remove excess water before starting floating operations. Do not further disturb surfaces before starting
finishing operations
2. Highway straightedge operations shall continue before, during and after troweling operation, until specified
floor tolerances are achieved.
3. Trowel finish with gas operated troweling machine with adjustable blades on all finishing equipment. Use
steel -reinforced blades on ride -on power trowels. Trowel the surface sufficiently to produce a smooth, tight,
abrasion resistant surface. Care shall be taken not to overwork or burn the surface. Use 6" wide finish style
steel -reinforced blades on final passes. Finishing blades shall be in new condition and completely clean of any
deleterious materials]nterior machine trowel finish shall be achieved within a 3" tolerance of all walls,
columns and partitions.
4. Protection: Care shall be taken to protect the interior sales floor. Entrances shall include clean floor mats to
prevent mud stains and all equipment on the floor shall be diapered to prevent spills. Cutting oils, etc, are not
allowed on the sales floor slab at any time during the construction process.
C. Comply with ACI 117, "Specifications For Tolerances For Concrete Construction and Materials." Interior sales
floor slab shall meet the requirements of a type 5, single course, hard steel -troweled finish as described in ACI 302.
1, All perimeter areas and edges of the concrete floor shall exhibit the same finish as the sales floor, including but
not limited to, hallways, offices, restrooms, etc,
2.The general contractor is responsible for contracting with the testing laboratory for all costs associated with
floor tolerance testing. A copy of the final floor tolerance report shall be provided by the general contractor to the
owner within 24 hours of receiving the report from the testing IaboratoryThe sales floor slab shall conform to the
following flatness and levelness criteria:
Flatness Overall Floor Flatness rating of at least 35
Levelness Overall Floor Levelness rating of at least 30
Tolerance Band for Entire Floor +/- 0.375 inch
D. Failure to achieve the above criteria shall be cause for replacement of the offending segments or
grinding/polishing at no cost to the Owner or Tenant.
E. Trowel finish (other than sales floor): Apply a hard trowel finish to surfaces indicated and to floor and slab
surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage
membrane, paint, or another thin film -finish coating system.
F. Heavy broom finish: As noted on drawings.
10) CONCRETE PROTECTION AND CURING:
A. General: Normalize concrete set time and protect freshly placed concrete from premature drying and excessive
cold or hot temperatures. Comply with ACI 305 for hot -weather protection and ACI 306 for cold -weather protection
during curing. During concrete placement operations, ventilate and exhaust all fumes from construction
equipment and heaters to avoid potential early concrete carbonation. Apply the specified curing compound as
quickly as possible for maximum protection. For concrete placement during hot, dry and windy conditions, concrete
contractor shall use evaporation retarder as per manufacturer's instructions to maintain a moist condition and to
minimize plastic drying shrinkage cracking at the surface of the freshly placed concrete.
1. Curing - Exterior Slabs:
All exterior concrete slabs shall be cured using the specified liquid membrane -forming curing compound. Per
manufacturer's instructions, application shall be applied evenly and uniformly as soon as possible after final
finishing. Surface shall be clean and damp, but not wet and can no longer be marred by walking workmen. All
applications shall be made by an approved applicator of the manufacturer, and when surface and air temperature is
above 501 f. Apply "Super Rez Seal" or "Super Aqua Cure" at an application rate of 400sf/gallon. Begin curing
immediately after finishing concrete, but not before free water has disappeared from concrete surface.
2. Curing - Interior slabs:
The interior sales floor slab shall be cured using the specified dissipating or removable liquid
membrane -forming curing compound. Per manufacturer's instructions, application shall be applied evenly and
uniformly as soon as possible after final finishing. Surface shall be damp, but not wet and can no longer be marred
by walking workmen. All applications shall be made by an approved applicator of the manufacturer, and when
surface and air temperature is above 500 f. Apply "Kurez DR VOX" (slab first) or "Kurez RC" (slab last) at an
application rate of 350sf/gallon. Begin curing immediately after finishing concrete, but not before free water has
disappeared from concrete surface.
11) CONTRACTION JOINTS IN SLABS -ON -GRADE:
A. Form weakened -plane contraction joints, sectioning concrete into areas as indicated on drawings. Contraction
joints shall be sawn to a depth equal to at least one-fourth of the concrete thickness, as follows:
B. Sawed joints: All saw cutting shall be accomplished with a "Soft -Cut" saw and vacuum system equipped with a
new blade and plate, as soon as the slab will support the weight of the saw and operMoite: Concrete dust shall
be removed completely and immediately. If chalk lines are used for sawcuts, all chalk remaining on the slab
shall be removed completely and immediately after sawing.
12) INTERIOR SALES FLOOR SLAB PROTECTION:
A. Take the following measures to protect the interior sales floor slab:
1. Wrap or "diaper" all motorized and hydraulic equipment to prevent fluid leaks
2. Provide non -marking tires on rubber tired vehicles or equip rubber tires with tire boots made of nylon fabric
3. Provide mats at all entrances to prevent mud stains
13) TIMING OF JOINT FILLER, LIQUID DENSIFER AND POLISHING PROCESS:
A, Do not commence installation of semi -rigid polyurea joint filler, liquid densifier and sealer or polishing processes
until the buildingis completely enclosed, permanent power and lighting is operating and the building is
P y P P 9 g P g g
thermostatically controlled. Installation of these materials shall commence approximately two weeks prior to "fixture
date."
14) INSTALLATION OF SEMI -RIGID POLYUREA JOINT FILLER:
A. All General Contractors bidding or negotiating a Dollar General project shall contact Euclid Chemical or
RetroPlate to obtain a list of approved applicators located within the geographic region of the project. General
contractors shall solicit and accept pricing only from those applicators as provided by Euclid Chemical or RetroPlate.
The approved applicator selected for the initial application of liquid densifier / sealer shall be the same as for
the joint filling and additional application of liquid densifier / sealer.
B. Joint filler installation: Comply with recommendations in ACI 302 for use of joint filler as applicable to
materials, applications, and conditions indicated.
C. Surface cleaning of joints: Clean out joints immediately before installing joint filler. Remove foreign material
from joint substrates that could interfere with adhesion of joint filler by brushing, grinding, blast cleaning,
mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint filler. Remove loose particles remaining from above cleaning operations by vacuuming or
blowing out joints with oil -free compressed air. Also remove all laitance and form -release agents from concrete
surface. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave
residues could interfere with adhesion of joint sealants. All surfaces to be filled shall be clean and dry.
D. For proper load transfer, joints must be filled full depth, but in no case should the joint filler be
any less than 1" deep in the joint.
E. Mixing: Joint filler is a two part product requiring machine mixing and placing. Premix part b
separately before using. Follow pump manufacturer's equipment instructions.
F. Placement: Joint filler shall be filled full depth.No backer rod is allowed . Joints should be
overfilled and shaved even with the surrounding joint edge giving the floor joints a flat, smooth
appearance. Shaving of excess joint filler can be approximately 30 minutes after placement, and up
to 24 hours later, depending on jobsite conditions such as concrete and ambient temperatures,
G. Joint filler separation: The approved joint filling applicator shall include in their bid a cost per
linear foot to make one return trip to refill joints if joint filler sidewall separation or splitting
exceeds 1/16," or if surface profile is concave, chattered or if voids occur. This shall take place one
week prior to grand opening.
15) INITIAL CLEANING FOR LIQUID DENSIFIER AND SEALER APPLICATION:
A. Interior sales floor slab: Thoroughly clean the interior sales floor slab prior to initial application
of liquid densifier and sealer by completely removing the specified dissipating or removable curing
compound from the floor surface. The following floor stripper or removal solution shall be applied
to the floor to thoroughly strip, clean and remove all curing compound residue:
1. If Kurez DR VOX (slab first) was used to cure the slab, use "Euco Clean & Strip" by Euclid
Chemical, applied at the proper water to floor stripper ratio and coverage rate that will completely
remove the Kurez DR VOX. Contact: Phil Brandt (877) 438-3826
2. If Kurez RC (slab last) was used to cure the slab, use "Kurez OFF" by Euclid Chemical, applied
at the proper water to floor cleaner ratio and coverage rate that will completely remove the Kurez
RC. Contact: Phil Brandt (877) 438-3826
16) POLISHING PROCESS AND APPLICATION OF LIQUID DENSIFIER / SEALER:
A. All Applicators must be certified by Euclid Chemical or Retro-Plate.
B. The revised process can be used in both "Wet" and "Dry" applications.
C. This process assumes a quality concrete fini*eets and/or exceeds the specified floor
tolerances) by the floor finisher. Failure to achieve the above criteria shall be cause for
replacement of the offending segments or grinding/polishing at no cost to the Owner or Tenant.
D. Only the Sales Floorwill receive the full 8 step process outlined below under item K.
E. All other areas will only receive steps 1 through 3, no additional work is necessary. The yellow
safety striping will remain.
F. The Black painted border will not be required in areas behind fixtures, etc....it will only be
installed at the main entry door, office doors, egress doors and doorways into the receiving area
and transitions that can be seen by the customers.
G. Steps 2 & 4 are combo steps using different grits of resin bond diamonds on each pass.
H. This is a "Resin" only grind that does not tear away as much of the surface area. The Resin
grind will remove a minimal top layer of the concrete surface and should greatly reduce the
amount of Waste Product created when compared to the old Metal grind process.
I. If a Cure-n-Seal product is required at the time of slab placement only Water Based Dissipating
Sealers are allowed. NO Acrylic Cure-N-Seals are allowed.
J. Prior to application, inspect interior sales floor slab to ensure that slab is clean and free of dust,
grease, oils, or other contaminants that might prohibit the proper application and penetration of
the liquid densifier and sealer.
K. Nine Step Process:
1. Cut, clean out, prep and fill the concrete floor joints with the Euclid QWIKjoint UVR
polyurea joint filler.
2. Grind conrete floor with a combo set of 40/50 grit resin bond diamonds.
3. Grind concrete floor with a combo set of 60/100 grit resin bond diamonds.
4. Thoroughly clean concrete floor and apply Diamond Hard densifier at 225 square feet per gallon.
5. Polish concrete floor with a combo set 100/200 grit resin bond diamonds.
6. Polish concrete floor with 400 grit resin bond diamonds.
7. Thoroughly clean concrete floor and then apply Diamond Hard densifier at 700 square feet per gallon.
8. Burnish / Polish concrete floor with 800 grit diamond impregnated pads.
9. Burnish / Polish concrete floor with 1500 grit diamond impregnated pads.
L. All edges must be polished to match concrete floor with coinciding SASE 5" resin Polishing
pads or HTC EZ Grind polishing 5" diamond tools.
M. Polish results: Perform polishing process to attain an overall gloss reading of >_35 specified
overall gloss value (SOGV) as measured using a Horiba IG-320, and a specified minimum gloss
reading of >_30 minimum local gloss value (MGLV). A minimum of 75 readings shall be taken
throughout the interior sales floor. The approved applicator shall take four gloss measurement
readings at 90' from each other, and then averaged for one reading at each location. The overall
measurement shall be reported to Dollar General within 24 hours of the polishing process. Gloss
shall be considered as a quantitative value that expresses the degree of reflection when light hits
the concrete floor surface.. Gloss measurements will be taken independent of ambient lighting
and will be taken within a sealed measurement window located beneath the test unit.
REQUIRED PHOTOS:
The following layout shows the required photos to be
taken at completion.
(Make sure the overhead lights are on for your photos.)
1. From each corner of the receiving area, facing the
opposite corner.
2. Hall (inside entrance stores, one picture from each
end of the hall).
3. Standing 10' from the entrance facing the entrance.
CONSULTANT:
SEAL: GARY MAEDA, PE 68724
'n Y 1V = dr
_ No.6p�8724
9TAT'E0I--
rl
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
11/27/2018 OWNER REVIEW
1 2/18/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
D. GRIFFIN
Project Leader
Checked
L. LONG
Date
Dept Mgr Approval
08/07/2018
G MAEDA
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P,O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
CONCRETE SUMMARY
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
85
q
f
z
f
NORTH
H VAC LAYOUT
1 Scale; 1/8"' VV-0"'
SUPPLY
(TYP. 2)
�t
0
F
TO DROP DIFFUSER
GENERAL NOTES
1. GENERAL NOTES ARE APPLICABLE TO ALL HVAC DRAWINGS.
2. PERFORM WORK IN ACCORDANCE WITH THE LATEST
EDITIONS, REVISIONS, AMENDMENTS, OR SUPPLEMENTS OF
APPLICABLE STATUTES, ORDINANCES, CODES OR
REGULATIONS OF FEDERAL, STATE, AND LOCAL
AUTHORITIES HAVING JURISDICTION IN EFFECT ON THE
DATE BIDS ARE RECEIVED..
3. WHERE APPROVED STANDARDS HAVE BEEN ESTABLISHED
BY OSHA, UNDERWRITERS LABORATORIES, AMERICAN
CODES, ASA, ASHRAE, ARI, NEC, STATE FIRE INSURANCE
REGULATION BODY, NFPA OR OTHERS.
4. THESE STANDARDS SHALL BE FOLLOWED WHETHER OR NOT
INDICATED ON THE DRAWING AND SPECIFICATIONS.
5. ALL DUCT TO BE OF 2" PRESSURE CLASS, UNLESS NOTED
OTHERWISE.
6. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER
DIFFUSER AND GRILLE LOCATIONS. LOCATE DIFFUSERS AND
GRILLES TO ACCOMMODATE LIGHTING LAYOUT.
7. PROVIDE TURNING VANES IN SUPPLY DUCT ELBOWS.
PROVIDE TURNING VANES IN RETURN AND EXHAUST
ELBOWS ONLY WHERE INDICATED ON PLANS.
8. DUCT SIZES SHOWN ARE NET FREE AREA.
9. PROVIDE FLEXIBLE DUCT CONNECTION BETWEEN AIR
CONDITIONING UNIT AND DUCTWORK.
10. WHERE SINGLE SUPPLY DUCTS SPLIT INTO TWO DUCTS
MAINTAIN EACH BRANCH DUCT SIZE THROUGH SPUTTER
FITTING AND PROVIDE SINGLE TRANSITION ON UPSTREAM
SIDE OF SPUTTER FITTING,
11. DUCT DETECTORS SHALL BE ACCESSIBLE FOR CLEANING
AND MOUNTED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTION. ACCESS DOORS AND/OR
PANELS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA
90A. THE LOCATION OF ALL DETECTORS IN AIR DUCT
SYSTEMS SHALL BE PERMANENTLY AND CLEARLY
IDENTIFIED AND RECORDED.
LEGEND
T
THERMOSTAT CONTROL
SD
SMOKE DETECTOR
TS
TEMPERATURE SENSOR
OT
OUTSIDE AIR TEMPERATURE SENSOR
SUPPLY DUCT IN SECTION
RETURN OR EXHAUST
DUCT IN SECTION
�—�-
VOLUME CONTROL DAMPER
FIRE DAMPER
CEILING SUPPLY DIFFUSER
CEILING RETURN GRILLE
O
NOTES BY SYMBOL
CUBIC FEET
CFM PER MINUTE
NK NECK
AFF ABOVE FINISHED
FLOOR
DN DOWN
CD CONDENSATE DRAIN
EXH. EXHAUST
SA SUPPLY AIR
REQ'D REQUIRED
RA RETURN AIR
DMPR DAMPER
FD FIRE DAMPER
EXIBLE CANVAS
VECTION
HORIZONTAL AIR SCOOP
ROUND SUPPLY AIR DUCT.
CONNECT BRANCH TO
SUPPLY AIR DUCT DROP,
ABOVE DIFFUSER.
41
VOLUME DAMPER
UCT DROP
trLtAIBLE DUCT NOT
ALLOWED)
er'
SUPPLY / RETURN AIR
CONCENTRIC DIFFUSER
MODEL NUMBER: 01-530-22
NOTE:
INSTALL HORIZONTAL AIR SCOOP HAVING A CONTINUOUSLY CURVED CROSS SECTION AND BALANCING
DAMPER AT DUCT CONNECTION TO DIVERT SUPPLY AIR INTO THE CONNECTED DUCTWORK. LENGTH OF
SCOOP SHALL BE LIMITED TO THE WIDTH OF THE SUPPLY AIR ANNULAR SPACE.
CONCENTRIC DIFFUSERS, AVAILABLE THROUGH YORK, CAN BE USED ON ALL VENDORS EQUIPMENT.
CONTACT YORK NATIONAL PRICING FOR INFORMATION. LOCATE THE BOTTOM OF DIFFUSER AT 12'-0" AFF.
TYPICAL SUPPLY BRANCH
CONNECTION & BLANK -OFF DETAIL
.Scale: N.T.S.
CONSULTANT;
I /
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
11/27/2018
OWNER REVIEW
12/1 8/201 8
PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG
H. MONTAGUE
Date
Dept Mgr Approval
08/07/2018
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: .John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
HVAO LAYOUT
DO NOT SCALE DRAWING
Project No.
Drawing No.
.JCDT.18.0233
M1
u
GENERAL HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE. A MINIMUM OF 48" IS CONSIDERED SUFFICIENT SPACE AROUND AIR
HANDLING UNITS, 2017 F.B.C.M.
2. ALL DUCT SYSTEMS INSTALLED IN UNCONDITIONED AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THAN
R-4.2 RATING. DUCT SYSTEMS AT THE EXTERIOR OF A BUILDING SHALL BE CONSTRUCTED WITH A A VALUE OF NO LESS THAN R-6 RATING. ALL SEAMS
SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE
UL-181A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.B.C.M. ALL
THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT
BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE.
3. FABRICATE AND ERECT ALL DUCTWORK TO SMACNA STANDARDS FOR GALVANIZED STEEL. COMPLY WITH NFPA 90A REQUIREMENTS,
4. DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 2" STATIC PRESSURE RATING WITH SEAL CLASS B SEAMS AND JOINTS.
5. INCLUDE ALL ACOUSTIC, AIRFOIL SHAPED PERFORATED ALUMINUM TURNING VANES, MANUAL DAMPERS, FLEXIBLE CONNECTORS, GRILLES AND
DIFFUSERS, ACOUSTIC LINING, AND OTHER SHEET METAL ACCESSORIES FOR THE PROJECT.
6. ALL BRANCH CONNECTIONS SHALL BE AS PER THE DETAILS SHOWN ON THE DRAWINGS.
7. ACOUSTICALLY LINE ALL RECTANGULAR DUCTS INDICATED ON DRAWINGS WITH ONE (1) INCH THICK NON -FLAKING, COATED MEDIUM DENSITY LINER,
WITH 0.26 THERMAL CONDUCTIVITY, MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50, CONFORM TO MANUFACTURER'S
RECOMMENDATIONS.
8 DUCT DIMENSIONS INDICATED ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE AREA)
HVAC UNIT SCHEDULE
FAN
COOLING
HEATING
ELECTRICAL
DIMENSIONS
UNIT
EQUIPMENT
AREA SERVED
HXWxL
WEIGHT
MODEL NO.
REMARKS
TAG
AIRFLOW (CFM)
DRIVE
MIXED AIR
LAT
TOTAL
SENSIBLE
INPUT
MAT
LAT
SUPPLY FAN
(IN)
(LB)
CONTROL
TYPEESP
(MBH)
(MBH)
EER/SEER
(KW)
°F
°F
MOTOR
VOLT
PHASE
MCA
MOCP
OUTSIDE
°F
°F
(HP)
SUPPLY AIR
DB
WB
-F
AIR
BUSKIN CONCENTRIC DIFFUSER KIT
RTU-1
REAR RETAIL,
3100
970
MULTI -STAGE
BELT
.8
80.9
69.0
59.3
105.9
69.4
1 1.2/13.2
30.0
58.3
78.7
2.0
208
3
92.0
100
49x61 x96
1800
ZCA120S4M
530 SERIES REFER TO DETAIL 2 ON
RECEIVING
AIR VOLUME
SHEET M1 FOR MODEL NUMBER
FRONT RETAIL,
RUSKIN CONCENTRIC DIFFUSER KIT
RTU-2
TOILETS, BREAK ROOM,
3100
890
MULTI -STAGE
BELT
.8
80.5
68.5
59.4
107.2
68.0
1 1 .2/1 3.2
30.0
58.4
80.0
2.0
208
3
92.0
100
49x61 x96
1800
ZCA1 20S4M
530 SERIES REFER TO DETAIL 2 ON
OFFICE
AIR VOLUME
SHEET M1 FOR MODEL NUMBER
9.
FURNISH ALL MATERIAL LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC INSULATION AS INDICATED ON MECHANICAL
B
NOTES: 1.
MODEL NUMBERS ARE BASED ON LENNOX (LENNOX NATIONAL ACCOUNTS: 1-972-497-6249; TERRITORY REPRESENTATIVE
SCOTT MACDONALD, EMAIL: SCOTT.MACDONALD@LENNOXIND.COM
DRAWINGS AND IN THESE SPECIFICATIONS.
2.
SCHEDULED CAPACITIES ARE REQUIRED VALUES.
10.
INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
3.
UNIT SHALL COMPLY WITH UL, NEC, NFPA 70 AND ASHRAE 90.1 2013.
11.
PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER OR CERTAINTEED)
4.
PROVIDE DIFFERENTIAL ENTHALPY ECONOMIZER, BAROMETRIC RELIEF DAMPER, DUAL ENTHALPY SENSOR, 2" PLEATED MERV 13 AIR FILTERS, FACTORY INSTALLED PACKAGE WITH UNIT DISCONNECT, STARTER, PHOTO -ELECTRIC SMOKE DETECTOR IN SUPPLY DUCT AND FACTORY INSTALLED MULTI -STAGE
12.
INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBER GLASS HAVING AN ALL SERVICE JACKET.
AIR VOLUME BLOWER KIT WITH VARIABLE FREQUENCY DRIVE.
13.
INSULATION THICKNESS SCHEDULE: 1) LESS THAN 2" DIAMETER PIPE: 1" THICK; 2 2"-8" DIAMETER PIPE: 1-112" THICK.
5.
ELECTRICAL DATA, DIMENSIONS AND WEIGHTS ARE BASED ON THE "BASE BID" UNIT. IF ALTERNATE MANUFACTURERS ARE USED, COORDINATE CHANGES WITH ELECTRICAL, STRUCTURAL AND ARCHITECTURAL TRADES. ANY ADDITIONAL COSTS DUE TO CHANGES RESULTING FROM USE OF
14.
INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT. CONFORM TO MANUFACTURER'S RECOMMENDATIONS.
ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR
15.
_
ADA COMPLIANT LAVATORY INSULATION INSULATE ALL EXPOSED WASTE AND WATER SUPPLY PIPING UNDER LAVATORY WITH SAFETY COVERS PER
6.
MANUFACTURER TO SPECIFY CONCENTRIC DIFFUSER AS PART OF A PACKAGED KIT. CONTRACTOR TO CONFIRM AVAILABLE CEILING SPACE BEFORE ORDERING. PROTOTYPICAL PACKAGED KIT DUCT LENGTHS MAY NEED TO BE SHORTENED.
ADA REQUIREMENTS.
7.
MOUNT HVAC UNITS ON ROOF. ROOF CURB BY PEMB MANUFACTURER. COORDINATE WITH PEMB MANUFACTURER FOR ROOF CURB AND ROOF OPENING DIMENSIONS.
16.
HVAC INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER, OR CERTAINTEED). INSULATE ALL NON -LINED SUPPLY, RETURN, AND
8.
WATER LEVEL MONITORING DEVICE CAPABLE OF SHUTTING DOWN RTU SHALL BE INSTALLED ON THE PRIMARY CONDENSATE DRAIN PAN.
EXHAUST DUCTS WITH 1-1/2" THICK FOIL FACED REINFORCED KRAFT JACKET, FIBERGLASS DUCT WRAP FULLY SECURED TO DUCT. LAP AND TAPE SEAMS
AND SECURE TIGHTLY TO THE DUCTS WITH WIRE OR STICK PINS. ALL INSULATION TO BE APPLIED IN FULL ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND COMPLY WITH 25150 FLAME AND SMOKE HAZARD RATINGS PER ASTM E-84, NFPA 255 AND UL 723.
17.
EXTERIOR DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS DUCT WRAP, WITH ALUMINUM JACKET, SEALED WATERTIGHT.
18. DUCT LINER SHALL COMPLY WITH NFPA 90A AND 90B (LATEST EDITION) REQUIREMENTS AND NAIMA "FIBROUS GLASS DUCT LINER STANDARD".
19. FLEXIBLE DUCTWORK (AS MANUFACTURED BY CLEVAFLEX, FLEXMASTER OR WIREMOLD). FLEXIBLE DUCTS SHALL BE INDEPENDENTLY SUPPORTED
FROM THE STRUCTURE AND CONNECTED WITH PLASTIC DRAW BANDS AND TIGHTENED. FLEXIBLE DUCTS SHALL BE LIMITED TO 7' MAXIMUM STRAIGHT
LENGTHS. FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF 1 1/2" INSULATION WITH VINYL VAPOR BARRIER JACKET AND RATED AT 10" WC FOR SIZES
THROUGH 12", UL LISTED, AND MEET 25/50 FLAME AND SMOKE TEST. FLEXIBLE DUCTS ARE NOT PERMITTED IN ROOMS WITHOUT CEILINGS.
20. ALL DUCT TRUNK 90 DEGREE TURNS OR TEES, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE
TURNS AND DO NOT NEED TURNING VANES.
21. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR
ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER..
22. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT A WRITTEN BALANCE REPORT BE PROVIDED TO THE OWNER OR THE DESIGNATED REPRESENTATIVE
OF THE BUILDING OWNER FOR HVAC SYSTEMS SERVING ZONES WITH A TOTAL CONDITIONED AREA EXCEEDING 5000 SQ. FT. AIR DISTRIBUTION SYSTEMS
SHALL BE TESTED, ADJUSTED AND BALANCED BY A LICENSED ENGINEER OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFICATION FROM A
RECOGNIZED TESTING AND BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. F.B.C.M. 2017
EXCEPTIONS: 1) BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 15 TONS OR LESS PER SYSTEM MAY BE TESTED AND BALANCED BY A
MECHANICAL CONTRACTOR LICENSED TO DESIGN AND INSTALL SUCH SYSTEMS. 2) BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF
65,000 BTU/H OR LESS PER SYSTEM ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. F.B.C.M. 2017.
23. SMOKE DETECTORS SHALL BE INSTALLED IN BOTH SUPPLY & RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM, IN THE RETURN
AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND
APPLIANCES, F.B.C.M. 2017. WHERE MULTIPLE AIR HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A
COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH
F.B.C.M. 2017. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE
INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE. NFPA 90A 2002, CHAPTER 6 NOTE: A "PLENUM" CAN NOT BE USED AS AN OCCUPANCY SPACE OR
STORAGE AREAS. AS PER. NFPA-90A.
24. FIRE DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR). FABRICATE IN ACCORDANCE WITH NFPA 90A AND UL555, F.B.C.M.2017. DAMPERS
SHALL BE SUITABLE FOR USE IN THE VERTICAL OR HORIZONTAL POSITION AS INDICATED ON THE DRAWINGS BE TYPE'B' WITH BLADES OUT OF
MINIMUM OUTDOOR AIR SCHEDULE
ROOM
NAME
SERVED BY
AREA
(SQ. FT.)
OA REQ'D
PER AREA
(CFM/SF)
OCCUPANCY
PEOPLE
/1000 SQ.FT.)
OCCUPANCY
(NUMBER OF
PEOPLE)
OA REQ'D
PER
PERSON
(CFM)
UNCORRECTED
OA REQ'D
ADJUSTED
OA
(CFM)
REMARKS
REAR RETAIL
RTU-1
3730
.12
15
56
7.5
867
RECEIVING
RTU-1
880
.12
0
2
5
106
RTU-1 TOTAL
973
1100
BREAK ROOM
RTU-2
100
.06
_
5
2
5.0
16
OFFICE
RTU-2
80
.06
5
1
5.0
7
FRONT RETAIL
RTU-2
3730
.12
15
56
7.5
867
RESTROOMS
RTU-2
130
0
0
0
0
0
154 CFM
EXHAUST
RTU-2 TOTAL
890
1020
AIRSTREAM, AND BE RATED FOR 1-1/2 HOURS MINIMUM (UNLESS NOTED OTHERWISE). NOTE: BASED ON 2017 FLORIDA MECHANICAL CODE & ASHRAE 90.1-201 3
25. FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN APPROVED MEANS OF ACCESS, LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE
OF THE DAMPER AND ITS OPERATING PARTS. PROVIDE DUCT MOUNTED ACCESS DOORS AT ALL FIRE DAMPER LOCATIONS. ACCESS DOORS (AS
MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR), FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. DOORS TO BE FABRICATED OF
GALVANIZED STEEL WITH SEALING GASKET AND QUICK LOCKING DEVICE. FOR INSULATED DUCTWORK, DOORS SHALL HAVE MINIMUM ONE (1) INCH
INSULATION WITH SHEET METAL COVER.
26. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY, EXHAUST OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET.
27. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF GALV. METAL F.B.C.M. 2017
28. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE TRANSFERRED
EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED, F.B.C.M. 2017
29. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF
DISPOSAL CONDENSATE SHALL NOT DISCHARGE INTO A STREET ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE MUST TERMINATE A MIN OF 18"
DESIGN CONDITIONS
CONDITION
SUMMER
(ASHRAE 0.4%)
WINTER
(ASHRAE 99.6%)
OUTDOOR
94.0-F DB/76.0-F WB
37°F DB
INDOOR
75-F DB/50% RH
68°F DB
FROM EXT. WALL. PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED WEATHER STATION: ORLANDO, FL
MEANS. CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M.
FOUR (4) #10 TEK
SCREWS WITH 18
HEX
WASHER HEAD
�. CEILING
N `= MOUNTED FLOOR RIGID
_l FAN ABOVE OR CONNECTION
RooF
N ` -�...".✓ PRESSURE
TREATED
WALL CAP W/
311/16" NAI BACKDRAFT
RS
LE
_.. DAMPER
RESTRAINT BRACKET
10 GA GALVANIZED CONSTRUCTION
(8 PER UNIT)
(2 PER SIDE. EACH LOCATED 6"
FROM CORNER).
NOTE:
A SUBSTITUTE UNIT TIE -DOWN SYSTEM UTILIZING 1 1/2"x6" GALVANIZED LAG
SCREWS THROUGH UNIT FRAMING, WOOD NAILER AND CURB FRAME INSERTED AT
6" FROM EACH CORNER ON ALL (4) SIDES AND SPACED AT A MAXIMUM OF 24"
ON CENTER FOR THE ENTIRE LENGTH OF EACH SIDE MAY BE USED IN LIEU OF
THE ABOVE SPECIFIED TIE -DOWN SYSTEM. CONTRACTOR SHALL RECEIVE WRITTEN
APPROVAL, FROM THE LOCAL AUTHORITY HAVING JURISDICTION, PRIOR TO
INSTALLATION.
CURB AND UNIT TIE -DOWN DESIGN MUST MEET SEISMIC & WIND LOAD REQUIREMENTS
FOR 2017 FLORIDA BUILDING CODE & 2017 FLORIDA MECHANICAL CODE.
LOCATION: PASCO COUNTY WIND SPEED (MPH): 115
1 MECH. UNIT TIE DOWN
N.T.S.
3/4" RED MALE
ADAPTER FOR 3 TO
12-1 /2 TON RTU (I"
MPT X S MALE
ADAPTER FOR 15
TON RTU)
1 " MPT GALV
1 " PVC 90` NIPPLE
STANDARD FOR 1 5T RTU
ELBOWS DRAIN PAN
RTU
I 1 " RETURN
`BEND, PVC
AIR GAP=2x PIPE DIA (MIN)
DRAIN @ ROOF GUTTER --
____---�---_ 2° MIN._..._._.
FINISHED ROOF ROOF CURB
DRAIN PLUG
CONDENSATE PIPING CONNECTION DETAIL
N.T.S.
�� RIGID
�� CEILING EXHAUST INSUL
} GRILLE DUCT -
CUR
BATHROOM EXHAUST FAN DETAIL
N.T.S.
R.A. DUCT
ROOF CURB
PURLIN
HANG PER SMACNA
GENERAL CONTRACTOR
SHALL COORDINATE FINAL
SELECTION OF ROOF
MOUNTED EQUIPMENT
CURBS AND LOCATIONS
WITH PEMB MANUFACTURER
PRIOR TO FABRICATION.
PROVIDE CONCENTRIC DIFFUSER TO
BE SPECIFIED BY MANUFACTURER AS r
PART OF A PACKAGED KIT. REFER
TO DETAIL 2 ON SHEET M1 FOR
MODEL NUMBER. ALTERNATE
MANUFACTURER SHALL PROVIDE
DIFFUSER KIT COMPARABLE TO BASIS
OF DESIGN.
STRUCTURALI [
STEEL
3 HVAC ROOF CURB DETAIL
N.T.S.
UNIT
ROOF
S.A. DUCT
FLEXIBLE
CONNECTION
FACTORY FURNISHED
HANGING SUPPORTS
HANG PER SMACNA
BOTTOM OF CONCENTRIC
DIFFUSER TO BE HUNG
12'-0" A.F.F.
HVAC UNIT MOUNTING DETAIL
N.T.S.
INSTALLATION INSTRUCTIONS:
1 . SET PURLIN SPAN CHANNEL ASSEMBLY ACROSS PURLINS.
POSITION PURLIN SPAN MEMBERS TO ALIGN UNDER THE
FLAT OF ROOF PANEL.
2. PLACE CROSS CHANNELS OVER PURLIN SPAN CHANNELS,
ADJUST SPACING TO CURB SIZE.
3. AFTER SUPPORT SYSTEM IS IN PLACE, CHECK FRAME
OPENING TO CURB I.D. INSERT FOUR ROOF CLIP FASTENERS
INTO EACH STIRRUP AS SHOWN ON DRAWING.
4. MANUFACTURER RECOMMENDS INSTALLER PROCEED WITH
INSTALLATION OF THE CURB AT THIS TIME.
�j REAR CURB FLANGE
(SEE DETAIL FOR
CUTOUTS)
MASTICJ"-
TUBE CAULK
CUT AT 45°(2)
FAN SCHEDULE
ELECTRICAL
MODEL
REMARKS
EQUIPMENT
AIRFLOW
NUMBER
FLA
TAG
LOCATION
TYPE
(CFM)
ESP
DRIVE
VOLT
PHASE
WATTS
(AM PS)
EF-1
GENDER NEUTRAL
CEILING
77
0.25
DIRECT
120
1
17.00
0.58
SP-Al 10
RESTROOM 104
FAN
EF 2
GENDER NEUTRAL
CEILING
77
0.25
DIRECT
120
1
17.00
0.58
SP Al 10
RESTROOM 105
FAN
NOTE: 1. ALL MODEL NUMBERS ARE GREENHECK UNLESS OTHERWISE NOTED.
2. PROVIDE GREENHECK MODEL WC WALL CAP, WITH 8"x6" INLET, STEEL FINISH, BACKDRAFT DAMPER AND BIRDSCREEN.
GRILLE, REGISTER, DIFFUSER SCHEDULE
TAG
SERVICE
NECK SIZE
FRAME SIZE
FRAME TYPE
ACCESSORIES
MATERIAL
FINISH
MODEL NUMBER
REMARKS
SD-1
SUPPLY
SEE PLANS
12"xl 2"
SURFACE MOUNT
NONE
ALUMINUM
WHITE
SCD/31 /3C/B12
1,23
SG-1
SUPPLY
SEE PLANS
10"X10"
SURFACE MOUNT
NONE
STEEL
WHITE
796
4
RG-1
TRANSFER
SEE PLANS
18"X16"
SURFACE MOUNT
NONE
ALUMINUM
WHITE
796
5
NOTE: 1. MODEL NUMBERS ARE PRICE UNLESS OTHERWISE NOTED.
2. PROVIDE TRANSITION TO DIFFUSER WHERE REQUIRED.
3. PROVIDE GYPSUM BOARD MOUNTING KIT WHERE REQUIRED.
4. PROVIDE RUSKIN GRILLE DUCT TERMINATION CURTAIN TYPE FIRE DAMPER 1 1/2HR RATED.
5. PROVIDE RUSKIN TRANSFER OPENING CURTAIN TYPE FIRE DAMPER 1 1/2HR RATED.
DETAIL B
t
ON THE PLACEMENT OF CROSS CHANNELS, THE OD OF
THE OUTSIDE CROSS CHANNELS ARE EQUAL TO, OR
FLUSH WITH THE OUTER EDGES OF THE FRONT AND
REAR OUTER CURB FLANGES. THE INTERIOR CROSS
CHANNEL IS FLUSH WITH THE HIGH SIDE CURB WALL.
CROSS CHANNELS ARE TO SUPPORT CURB FLANGE
AND ROOF PANEL CONNECTION.
1. NOTCH CURB FLANGE TO ALLOW CURB TO SET IN THE
FLAT OF PANEL DRY FIT AND MARK PANEL AT CURB LINE
2. INSTALL MASTIC INSIDE CURB OUTLINE - CUT TAPE AT 45
ANGLE.
3. WHEN INSTALLING CURB, LEADING EDGE OF FRONT FLANGE
MUST HAVE UNDER PLUGS PLACED ON MASTIC AND ALIGNED WITH
MAJOR RIBS OF ROOF PANEL. MASTIC MUST ALSO BE APPLIED
OVER UNDER PLUGS.
4. APPLY TUBE CAULK AROUND PERIMETER, TO THE OUTSIDE OF
MASTIC LINE r
-UNDER PLUG (3)
(SEE DETAIL) TYI)1
RIB CENTERS
ZI
REAR CURB FLANGE CUTOUT DETAIL
UNDER PLUG INSTALLATION DETAIL
` UNDER PLUG
ROOF PANEL
MASTIC
FRONT FLANGE OF CURB
CURB INSTALLATION INSTRUCTIONS
TRAPEZOIDAL STANDING SEAM PANEL - UNDER / OVER
FOLLOW MANUFACTURER'S SPECIFICATIONS
REQUIRED NATIONAL ACCOUNT ROOF CURB DG VENDORS:
ROOF CURB SYSTEMS GREG SMYTH 800-683-5848 GSMYTH@ROOFCURB.COM
CURBS PLUS INC. ALAN THRAILKILL 888-639-2872 ALAN.THRAILKILL@CURBS-PLUS.COM
KCC INTERNATIONAL INC. GREG CONRAD 800-382-2872 GCONRAD@KCCCURBS.COM
Im
SLIT PLATE INSTALLA
z MASTIC
TUBE CAULK
i .
a
1 rwi� � wv� vl
ROOF PANEL
CUTOF
TYPICAL ROOF CURB UNIT
N.T.S.
1. ATTACH ROOF PANELS
2. ROOF CUTOUT AS FOLLOWS:
DIM. A = OVER ALL LENGTH (OAL) - 6 INCHES
DIM. W = WIDTH (W) + 1/2 INCH
3. LEADING EDGE OF CURBS FRONT FLANGE IS
INSERTED UNDER FRONT EDGE OF ROOF
PANEL CUTOUT. SIDE AND REAR FLANGES
REST ON TOP OF ROOF PANELS
4. INSTALL TUBE CAULK UP VERTICAL PORTION
OF RIB AND OVER TOP OF RIB PRIOR TO
INSTALLING ADJACENT PANEL. INSTALL TUBE
VGE CAULK IN FIRST FOUR INCHES OF FEMALE RIB
TO COMPLETELY SEAL SIDE LAP ABOVE AND
BELOW CURB.
3/16"-
1. ATTACH CURB THROUGH ROOF PANEL INTO SUPPORTS WITH
SCREWS SPACED AT 3" O.C:
2. APPLY MASTIC & TUBE CAULK TO UNDER SIDE OF RIB CAPS, WITH TUBE CAULK
EXPOSED TO THE WEATHER SIDE. ATTACH RIB CAPS WITH FASTENERS 3" O.0
3. GENEROUSLY APPLY TUBE CAULK AROUND PANEL SEAM WHERE IT ENTERS
RIB CAP FORCING CAULK BACK INTO TOP OF RB CAP.
4. APPLY MASTIC & TUBE CAULK TO BOTTOM OF SLIT PLATES PRIOR TO
INSTALLATION (SEE DETAIL).
PLATE (4)
SLIT PLATE
FALLATION
AIL)
CONSULTANT:
SEAL: HENRY D. MONTAGUE, PE 78172
� N
a
1
»`f
�x d
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG
H. MONTAGUE
Date
Dept Mgr Approval
08/07/2018
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 161 5
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
HVAC SCHEDULES,
NOTES AND DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.1 8.0233
M2
NORTH
1 PLUMBING PLAN
Scale: 1/8" = V-0"
PLUMBING FIXTURE SCHEDULE
MARK
DESCRIPTION
HW
CW
WASTE
VENT
REMARKS
CONNECTION
CONNECTION
CONNECTION
CONNECTION
20"X18" WALL HUNG ADA LAVATORY W/ FRONT OVERFLOW, CONCEALED HANGERS & 4" CENTERS.AMERICAN STANDARD LUCERNE
#0355.012 OR EQUAL. FAUCET SHALL BE POLISHED CHROME -PLATED CAST BRASS BODY WITH 4" SPOUT, 4" BRASS WRIST BLADE, 0.5
LAVA
ADA LAVATORY
1/2"
1/2"
2"
1-1/2"
GPM SPRAY AND POP-UP DRAIN. AMERICAN STANDARD MONTERREY #5502.175 PROVIDE WATTS MODEL USG-B-M1 ASSE 1070 MIXING
VALVE OR EQUAL. INSULATED EXPOSED DRAIN & WATER PIPES WITH TRUEBRO LAV GUARD KIT #102 E-Z. PROVIDE SUPPLIES, STOP
VALVES AND P-TRAP.
FLOOR MOUNTED ADA VITREOUS. CHINA ELONGATED 1.28 FLUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET,
WC-1
ADA WATER CLOSET
-
1/2"
4"
2"
FLUSH TANK WITH 12" ROUGH -IN. AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT" #2002.014 OR EQUAL. PROVIDE STOP VALVE,
FLEXIBLE SUPPLY LINE, OPEN FRONT SEAT (AMERICAN STANDARD #5901.100 OR EQUAL).
FLOOR MOUNTED ADA VITREOUS CHINA ELONGATED 1.28 FLUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET,
ADA WATER CLOSET RIGHT-
FLUSH TANK WITH 12" ROUGH -IN. AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT" #2002.014 OR EQUAL WITH ALTERNATE TANK
WC-2
HAND TRIP LEVER
1/2
4
2
ASSEMBLY #4266.804 (RIGHT HAND TRIP LEVER).. PROVIDE STOP VALVE, FLEXIBLE SUPPLY LINE, OPEN FRONT SEAT (AMERICAN
STANDARD #5901.100 OR EQUAL).
PROVIDE 10 GALLON ELECTRIC WATER HEATER, 1.65KW @ 120V WITH MANUFACTURER SUPPLIED TEMPERATE AND PRESSURE RELIEF
VALVE. (A.O. SMITH #EJC-10, OR EQUAL).
PROVIDE THERMAL EXPANSION TANK. (AMTROL THERM-X-TROL ST-12, OR EQUAL).
EXPANSION TANK SUPPORT:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SUPPORT FOR THE EXPANSION TANK. SUPPORT TO ADJACENT WALL
ELECTRIC WATER
OR FROM EXISTING STRUCTURE ABOVE WITH UNISTRUT. DO NOT SUPPORT FROM PIPE ALONE.
EWH-1, 2
HEATER
3/4"
3/4"
_
_
PROVIDE DRAIN PAN UNDER WATER HEATERS.
PROVIDE SEISMIC STRAPPING ON WATER HEATERS.
TERMINATE (EWH-1) DRAIN LINE IN WALL DRAIN BOX. HUB DRAIN (HD-1) TO AND (EWH-2) DRAIN LINE IN MOP SINK (MS-1). PROVIDE FULL
SIZE T&P RELIEF LINE, (EWH-1 ONLY) SET WATER HEATER TEMPERATURE AT 110°F MAXIMUM. PROVIDE HOT WATER TEMPERING VALVE
SET AT 110°F. REFER TO DETAIL 2/P2.
®
(EWH-2 ONLY) REFER TO DETAIL 4/P2 FOR ADDITIONAL INFORMATION.
24" X 24" MOLDED STONE MOP SERVICE BASIN, WITH T DRAIN. FIAT #MSB-2424 OR EQUAL. PROVIDE SERVICE
MS-1
MOP SINK
3/4"
3/4"
3"
2"
FAUCET WITH PAIL HOOK & INTEGRAL VACUUM BREAKER, MOP BRACKET, FLAT STAINLESS STEEL STRAINER AND HOSE & BRACKET.. FIAT
#830 AA, 889 CC, 1453 BB & 832 AA OR EQUAL. PROVIDE SUPPLIES AND P-TRAP.
BARRIER FREE ELECTRIC
TWO -STATION, WALL MOUNTED, ELECTRIC DRINKING FOUNTAIN, BARRIER -FREE ACCESS (ADA), FRONT ONLY EASY TOUCH CONTROL,
EDF-1
DRINKING FOUNTAIN
1/2"
-
2"
1-1/2"
HIGH UNIT ON RIGHT. ELKAY #EZTLRDDC OR EQUAL. PROVIDE SUPPLY, STOP VALVE & P-TRAP. PROVIDE CANE APRON AS REQUIRED.
FREEZE -PROOF WALL HYDRANT WITH BRONZE BODY & ANTI -SIPHON VACUUM BREAKER, BOX AND LOCKING COVER. PROVIDE WITH
WHA
WALL HYDRANT
3/4"
_
_
HOSE CONNECTION AND MOUNT AT 24" ABOVE GRADE. WOODFORD #B65 OR EQUAL.
WCO-1
WALL CLEAN -OUT
_
_
AS SHOWN ON
-
SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL.
PLANS
HDA
HUB DRAIN
1/2"
-
3"
2"
PROVIDE 3" PIPE SIZE WITH FUNNEL AND 1 /2"0 TRAP PRIMER CONNECTION. JOSAM, ZURN OR EQUAL.
PROVIDE PRESSURE DROP ACTIVATED BRASS TRAP SEAL PRIMER, WITH REMOVABLE FILTER SCREEN. MIFAB #M2-500. NO
SUBSTITUTIONS.
TP-1
TRAP PRIMER
-
1/2"
-
PROVIDE AIR GAP FITTING. MIFAB #MIGAP. NO SUBSTITUTIONS,
PROVIDE DISTRIBUTION UNIT, WHERE TRAP PRIMER SERVES MULTIPLE FLOOR DRAINS, MIFAB #MI-DU-500. NO SUBSTITUTIONS.
ECO-1
EXTERIOR CLEAN -OUT
-
-
4"
-
PROVIDE TRAFFIC RATED, 2-WAY, EXTERIOR CLEANOUT. TYLER PIPE #003519, OR EQUAL.
AS SHOWN ON
PROVIDE ADJUSTABLE FLOOR CLEANOUT WITH WATERTIGHT TAPERED THREADED PLUG AND ROUND SCORIATED SECURED TOP,
FCO-1
FLOOR CLEAN -OUT
_
_
PLANS
-
ADJUSTABLE TO FINISHED FLOOR. SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL.
I.E. - 4.00' FOR
0 CIVIL DWGS
-ROM LAV,
DN TO LAV-1
'ROM EDF-1
0
=ROM LAV,
DN TO LAV-1
NOTES:
1. PUBLIC SANITARY SEWER CONNECTION IS REQUIRED.
2. SEPTIC SYSTEM NOT ALLOWED WITHOUT WRITTEN
APPROVAL OF DOLLAR GENERAL STORE DESIGN.
3. HOLDING TANK SYSTEMS ARE NOT ALLOWED.
4. LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR
GENERAL APPROVAL.
5. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC UTILITY
CONNECTIONS (GAS, WATER, ELECTRIC, SEPTIC) AS WELL
AS INFRASTRUCTURE REQUIRED BY UTILITY COMPANY.
6. COORDINATE CLEANOUT LOCATION WITH FIXTURE
LAYOUT.
7. EWH-1 & EWH-2 REQUIRE PAN DRAIN TERMINATION AND
MEANS OF PREVENTING AND CONTROLLING THERMAL
EXPANSION. REFER TO 2017 FBC.
1 1/2" V TO 3" VTW. ELBOW
DN, COVER OPENING W/
INSECT SCREEN,
1" CW FOR WH-1
SALES AREA
102
W
) MS-1
-2
V DN
W
) MS-1
ENLARGED RECEIVING AREA PLAN
1" CW T
E
ISOLATION VALVE (TYP)
ENLARGED RESTROOM PLAN
Scale:1/4" = V-0"
Scale: 1/4" = V-0"
CONSULTANT:
SEAL: HENRY D. MONTAGUE, PE 78172
9
izzF
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
1 2/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG
H. MONTAGUE
Date
Dept Mgr Approval
08/07/2018
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
PLUMBING PLANS
AND SCHEDULE
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
P1
VACUUM
SHUT-OFF VALVE
UNION (TYP.)
THERMAL EXPANSION TANK SIZE PER
MANUFACTURER'S RECOMMENDATIONS
C.W. MAKE-UP
MIXING VALVE
SPARCO MODEL
#102C
H.W. TO FIXTURES (110°F)
HEAT TRAP
TEMPERATURE AND PRESSURE
RELIEF VALVE
DISCHARGE FULL SIZE OF VALVE
DISCHARGE PIPE TO MOPSINK OR
FUNNEL DRAIN AND TERMINATE
WITH ELBOW TURNED DOWN
HB
4" DEEP GALV.
DRAIN PAN
INSTALL WATER HEATER ABOVE CEILING
ON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O,C.
SPANNING SURROUNDING WALLS. COORDINATE
STRUCTURAL SUPPORT FRAMING WITH G.C.
1" DRAIN LINE. ROUTE TO HUB DRAIN
AND TERMINATE WITH ELBOW TURNED DOWN
WATER HEATER EWH-1 DETAIL
Scale: No Scale
SHUT-OFF VALVE
C.W. MAKE-UP
H.W. TO FIXTURES
THERMAL EXPANSION TANK SIZE
PER MFG. RECOMMENDATIONS
TEMPERATURE AND
PRESSURE RELIEF VALVE
DISCHARGE FULL SIZE OF VALVE
DISCHARGE PIPE TO MOP SINK OR
FLOOR DRAIN AND TERMINATE
WITH ELBOW TURNED DOWN
1" DRAIN LINE. ROUTE TO MOPSINK
OR FLOOR DRAIN AND TERMINATE
WITH ELBOW TURNED DOWN
PROVIDE AND INSTALL WALL MTD
MOP HOLDER SO MOPS ALWAYS
DRIP INTO MOP SINK.
PROVIDE 2" AIR GAP
FOR T&P RELIEF AND
DRAIN LINE PIPING
RECEIVING AREA FLOOR
ALUMINUM CORNER GUARDS
ON MOP SINK WING WALL.
H
WATER HEATER @RECEIVING
WATER HEATER
"EWH-2"
Scale: No Scale
VENT
1
SOIL OR
WASTE I
SEWER
VACUUM BREAKER
EAT TRAP
�1 "CW
3/4"CW
1 /2"CW o e
3/4„ CW o �1 "CW
, 1„ CW U/G.
FOR CONT.
EWH-2 REFER TO
3/4"CW �"� I ,r-3/4"HW
a 1 /W CIVIL DWGS.
3/4"CW WC-2
1„CW ____`/ o p1/2"HW
S3/4 HW j 1/2"CW
EWH-1 0
1/2"CW TRAP
r PRIMER
1/2"HWJ TP-1 TO LAV-1
�� HUB
1/2"CW 1 DRAIN
WC-1 I 3/4"CW
I; �1/2"CW
"u W H-1
LAV-1
EDF-1
EWH-1 TO DRAIN INTO
HUB DRAIN (HD-1).
EWH-2 TO DRAIN INTO
MOP SINK (MS-1)
REFER TO SHEET P1 FOR
ADDITIONAL INFORMATION.
COLD & HOT WATER DIAGRAM
Scale: No Scale
4" VENT THRU WALL.
ELBOW DN AND COVER
W/ INSECT SCREEN
r.
4' DEEP GALV. DRAIN PAN 2 2" V V I
• I
INSTALL WATER HEATER ABOVE MOP SINK 2"V
AT 7'-6" A.F.F. ON 8" 20 GA. STEEL STUD 2"V A�
JOISTS SPACED 8" O.C. SPANNING f'
SURROUNDING WALLS. COORDINATE /��.' 1 1/2" V /�' * WC-1 ECO-1
STRUCTURAL SUPPORT FRAMING WITH �� I L.
GENERAL CONTRACTOR.
1 1/2" V -A
INSTALL FRP @ 48" A.F.F. "
60"WIDE ON THIS WALL. i w� 1 un_�, i , i LAV-1 4SSA
\ O
r NOTE:
CONNECT VENT TO SOIL OR WASTE PIPING
SOIL OR ABOVE CENTERLINE. UNDER SLAB HORIZONTAL
WASTE CONNECTIONS OF VENT PIPING TO WASTE
SEWER SEWER SYSTEM PIPELINE SHALL NOT BE
ALLOWED.
Scale: No Scale
SANITARY & VENT DIAGRAM
FLUSH WITH
FLOOR LINE--
_..-
CLEAN -OUT TO BE TYLER PIPE
- -
MODEL 003533 SERIES OR EQUAL
INSTALLATION SHALL BE FLUSH WITH
SURROUNDING FLOOR SURFACES.
-
t � F
_.4
4'
Scale: No Scale
EXTRA HEAVY DUTY CAST
IRON ADJUSTABLE SCORIATED
SECURED COVER.
BRONZE TAPER THREAD PLUG
WITH (COUNTER SUNK HEAD
FLANGE
WASTE LINE LENGTH TO SUIT
FLOW 4„1 IFLOW 4„
,
THIS DETAIL USED FOR 4"
SANITARY LINE RUN
BELOW FIXTURE RACKING.
SEE PLANS.
2-WAY YARD CLEAN OUT DETAIL -WAY YARD CLEAN OUT DETAIL
Scale: No Scale
GENERAL PLUMBING NOTES & SPECIFICATIONS
1. GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING WORKING DRAWINGS.
2. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST
EDITION OF THE PREVAILING LOCAL PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN
CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT
STANDARD SHALL APPLY,
3. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION.
4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR PAYING RELATED
FEES.
5. ROUGH -IN DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH GENERAL CONTRACTOR AND FIELD
SUPERVISOR.
6. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES.
7. PROVIDE ACCESS PANELS ON ALL INACCESSIBLE VALVES AND CLEANOUTS. ACCESS PANELS SHALL BE PROVIDED BY
GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR LOCATION. MOUNT SHUT-OFF
VALVES NO HIGHER THAN 12'-8" AFF.
8. ALL WORK SHALL BE PROPERLY TESTED, BALANCED AND CLEANED. PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL
INSPECTION ON ALL PARTS AND LABOR..
9. FOLLOW PDI STANDARDS FOR WATER HAMMER ARRESTORS.
10. ALL FIXTURES TO BE SUPPLIED & INSTALLED BY PLUMBING CONTRACTOR,.
11. GENERAL CONTRACTOR SHALL COORDINATE WATER METER LOCATION AND INSTALLATION WITH LOCAL AUTHORITIES AND
CIVIL DRAWINGS.
12. PROVIDE BUILDING SERVICE LINE 5'-0" FROM BUILDING LINE, OR INSIDE BUILDING FROM OUTLET SIDE OF METER AS SHOWN
ON CIVIL SITE PLAN. COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS AND AT JOB SITE. IF LOCAL MUNICIPALITIES
REQUIRE BACKFLOW PREVENTION DEVICE, A MINIMUM RPZ TYPE SHALL BE PROVIDED.
13. SANITARY SEWER PIPING SHOWN IS BASED ON 0.125"/FT FOR 3"-6" & 0.25"/FT FOR 2 1/2" OR LESS FOR ALL PIPING.
COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS.
14. TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER IF REQUIRED BY LOCAL BUILDING CODE
OFFICIALS.
15. VTR'S SHALL BE LOCATED A MINIMUM OF 5' FROM ANY PARAPET WALL AND 10' FROM ANY RTU AIR INTAKE.
16. FURNISH ALL MATERIAL, LABOR, EQUIPMENT, AND ACCESSORIES AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC
PIPING SYSTEMS AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS.
17. SANITARY SEWERS
a. INSTALL SANITARY SEWERS, STACKS, VENTS, DRAINS, CLEANOUTS, ETC., AS INDICATED ON THE DRAWINGS.
b. SEWERS TO BE PITCHED A MINIMUM OF 1/4" PER FOOT FOR 3" SIZES AND UNDER AND 1/8" PER FOOT FOR 4" SIZES AND
LARGER OR TO GRADES INDICATED ON DRAWINGS.
c. CHANGES IN DIRECTION AND BRANCH CONNECTIONS SHALL BE MADE WITH APPROVED DRAINAGE FITTINGS
COMPATIBLE WITH THE PIPING SYSTEM MATERIAL IN WHICH IT IS INSTALLED.
d. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH CODE.
e. VENTS ARE TO BE EXTENDED THROUGH WALL IN ACCORDANCE WITH PEMB MANUFACTURER'S DETAILS OR THROUGH
ROOF AS INDICATED ON DRAINS AND FLASHED WITH 4 LB. LEAD WITH VENT FLASHING TOP TURNED DOWN TWO (2)
INCHES MINIMUM INSIDE PIPE.
18. BELOW GRADE SANITARY INSIDE BUILDING
a. SERVICE WEIGHT - PVC AND CPVC ASTM A74-82 WITH ASTM C564-70 NEOPRENE COMPRESSION JOINTS OR NO -HUB
b. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS.
19. ABOVE GRADE SANITARY SEWER AND VENT
a. NO -HUB CAST IRON PIPE CISPI 1-301-78.
b. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS (IN CONCEALED AREAS ONLY,
PVC SHALL NOT BE INSTALLED IN CEILING PLENUMS).
c. SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A53-83 WITH CAST IRON SCREWED FITTINGS ANSI B16.22 1983.
20. DOMESTIC WATER PIPING
a. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, VALVES, HANGERS AND OTHER
ACCESSORIES. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE
INSTALLATION.
b. INCLUDE UNIONS, OR OTHER DISCONNECT MEANS, STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT.
VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE INTENDED AS MANUFACTURED BY NIBCO, CRANE OR
MILWAUKEE. INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE.
c. PROVIDE WATER HAMMER ARRESTERS OF TYPE AS INDICATED ON THE DOMESTIC WATER RISER DIAGRAM. THESE
SHALL BE ASSE 1010 OR PDI-WH2O1, PISTON TYPE WITH PRESSURIZED METAL -TUBE CUSHIONING CHAMBER AS
MANUFACTURED BY SIOUX CHIEF, AMTROL, JOSAM OR ZURN.
d. HANGERS ON INSULATED PIPE TO BE OUTSIDE OF INSULATION, SIZED ACCORDINGLY AND WITH A SUFFICIENT SADDLE
TO PROTECT INSULATION.
21. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS:
a. ABOVE GRADE - TYPE "L" HARD COPPER ASTM B88-832 WITH WROUGHT COPPER FITTINGS ASTM B16.22 1980 AND
NON -LEAD OR ANTIMONY SOLDER JOINTS.
b. BELOW GRADE - CPVC OR PVC WITHOUT SPLICES OR FITTINGS.
c. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING
DEPARTMENT AND HEALTH DEPARTMENT CODES.
d. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING WILL
3" VENT THRU WALL. NOT BECOME EMBEDDED IN THE FLOOR SLAB.
-ELBOW DIN AND COVER e. ALL PIPING UNDER CONCRETE FLOOR SHALL BE CPVC PIPING, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE
W/ INSECT SCREEN ALLOWED.
f. EXTREME CAUTION MUST BE TAKEN SO THAT NO PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES
CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB.
ECO-1
I
1 1/" V
WCO-1�
3" SAN
MS-1
PROVIDE CLEANOUT WITH ADJUSTABLE CLEANOUT
TOP WITH VARIATIONS SUITABLE FOR FLOOR
COVERING (CARPET MARKER, RECESSED FOR TILE,
SCORIATED FOR UNFINISHED FLOORS). CLEAN THE
TOP OF EXPOSED FCO AFTER INSTALLATION.
a - .4t 4
/-CLEANOUT PLUG AS SPECIFIED.
/ APPLY TEFLON JOINT COMPOUND
/ TO THE CLEANOUT PLUG THREADS
FLOOR SLAB ON GRADE
SAME SIZE AS SEWER
UP TO 4" MAXIMUM MEMBRANE CLAMP
l_ I
AS REQUIRED FOR LONG SWEEP ELBOW AT
DEPTH OF SEWER E END OR TURN OF RUN
SANITARY AND/OR — COMBINATION WYE AND
STORM SEWER, SIZE EIGHTH BEND IN RUN,
PER PLAN REDUCING TYPE IF REQUIRED.
�ENTER TOP OF PIPE.
DIRECTION OF FLOWS
REFER TO SPECIFICATIONS AND SCHEDULE FOR MORE
INFORMATION. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS,
AT TURNS OF PIPE GREATER THAN 45°, AT 50' INTERVALS ON
STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS AND
RISERS. PROVIDE BACKFILL PER ARCHITECTURAL
SPECIFICATIONS. LOCATE CLEANOUT WHERE THERE IS 18"
CLEAR AROUND, FOR ACCESSIBILITY. CONSULT LOCAL CODES
AND OFFICIALS FOR OTHER REQUIREMENTS.
FLOOR CLEAN OUT DETAIL
O T DETAIL
Scale: No Scale
OUTSIDE
CORE DRILL WALL FOR EXISTING
MASONRY OR CONCRETE
CONSTRUCTION
INSIDE
LEGEND
- SS -- -
SANITARY SEWER
--- -
DOMESTIC COLD WATER
-- --
DOMESTIC HOT WATER
CD
CONDENSATE DRAIN
------------
PLUMBING VENT
UNION
PLUG COCK
C -
ELBOW - TURNED DOWN
�-----
ELBOW - TURNED UP
-- -
TEE - TURNED DOWN
------
TEE -TURNED UP
-��--
GATE VALVE
--10--
BALL VALVE
-\�--
CHECK VALVE
SHUT-OFF VALVE
IN VERTICAL LINE
T & P RELIEF VALVE
FCO
FLOOR CLEANOUT
YCO
YARD CLEANOUT
-- WH
WALL HYDRANT
ZWCO
WALL CLEANOUT
FD FLOOR DRAIN HW HOT WATER
DIN DOWN CW COLD WATER
VTR VENT THRU ROOF CONT. CONTINUATION
U/G UNDER GROUND I.E. INVERT
SAN SANITARY SEWER ELEVATION
V PLUMBING VENT CD CONDENSATE
DRAIN
CIRCLE CUT NEW OR EXISTING STUD
CONSTRUCTION AND PROVIDE
GALVANIZED STEEL PIPE FOR 6" AND
SMALLER. PROVIDE 10 GAUGE
GALVANIZED SHEET STEEL ROUND TUBE
FOR 6" AND LARGER. CAULK SLEEVE IN
PROVIDE GALVANIZED STEEL PIPE WITH - PLACE.
RETAINING RING TO ANCHOR PIPE AND rf
ACT AS A WATER STOP. GROUT IN PLACE l '' _
FOR EXISTING MASONRY OR NEW ± _ PACK ANNULAR SPACE WITH
CONCRETE CONSTRUCTION. L yFIBERGLASS INSULATION AND PROVIDE
- - - �'WATERPROOF NOW SHRINK SILICONE
- SEALANT ON INSIDE AND OUTSIDE
r = ,
PROVIDE CAST IRON WALL PIPE WITH ; FLUSH WITH WALL.
RETAINING RING TO ANCHOR PIPE
AND ACT AS A WATER STOP. _POUR IN
PLACE FOR NEW CONCRETE PROVIDE ESCUTCHEON FOR EXPOSED
CONSTRUCTION. PIPE IN FINISHED SPACE
NOTE:
PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS.
REFER TO SPECIFICATIONS FOR MORE INFORMATION ON INSULATION AND SEALANT.
COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR.
5 PIPING PENETRATION DETAIL
Scale: No Scale
METAL CUP WITH (3) SHEET
METAL SCREWS FASTENED
TO BOTH STUDS
WATER HEATER
SHELF MOUNTED WATER HEATER
STRAP TO WALL AS INDICATED.
(1) STRAP ON THE UPPER 1/3 &
(1) ON THE LOWER 1/3 MAINTAINING
A MINIMUM OF 4" FROM CONTROLS.
STUD IN WALL
�- (2) SHEET METAL
OO ® O SCREWS
3/4" WIDE 20 GAUGE
STRAP
LATERAL SUPPORT
WATER HEATER
INSTALL WATER HEATER ABOVE
M-OP SINK UPON 8" 20 GA. STEEL
STUD JOISTS SPACED 8" O.C.
SPANNING SURROUNDING WALLS AT
7'-6" A.F.F. AT MOP SINK AND ABOVE
CEILING AT HALLWAY. COORDINATE
STRUCTURAL SUPPORT FRAMING
WITH G.C.
Scale: No Scale
CONSULTANT:
SEAL: HENRY D. MONTAGUE, PE 78172
�I
€ 4
rtOf
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
_
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
1 2/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
T. PATTERSON
Project Leader
Checked
L. LONG a
H. MONTAGUE
Date
Dept Mgr Approval
08/07/2018
H. MONTAGUE
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
PLUMBING DETAILS
AND _DIAGRAMS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
P2
BRING RIGID PIPE SLEEVE
THROUGH BUILDING TO
ALLOW PHONE LINE
PENETRATION. SEAL ALL
PENETRATIONS.
s
L
3/4" PLYWOOD 8'-9" WIDE X 5'-5" HIGH, FIRE
RATED, NO VOIDS, PAINTED WHITE UNLESS
rnnG r)1r1TA-rGc nTLJ=D1n11eC:
THROUGH WALL. SEE ELECTRICAL
SPECIFICATION NOTE 'E' AND 'H'.
LOW VOLTAGE VENDOR TO PROVIDE AND INSTALL ONE (1) 24 GA., 4
TWISTED -PAIR, CATEGORY -FIVE (CAT5) DATA CABLE WITH MODULAR COMBO
RJ-11/ RJ 45 JACK AT MANAGERS OFFICE. CABLE TO BE RUN FROM JACK
TO DATA HUB LOCATION WITH 6' LEFT COILED FOR INSTALLATION TO DATA HUB.
A RJ-45 MALE FITTING SHOULD BE CRIMPED ON THIS END. DOLLAR GENERAL
STORE OPENING TEAM WILL MAKE FINAL CONNECTION INTO THE DATA HUB. —�
DEDICATED QUAD
RECEPTACLE @ 3'-0"
FOR CCTV EQUIPMENT
DEDICATED QUAD
RECEPTACLE @ 3'-0"
ELECTRICAL PANEL ELEVATION
BUZZER
PUSH BUTTON
2 BUZZER,
A/4 A/4
E1
=D
PROVIDE TOGGLE
SWITCH AT WATER
HEATER. A/21
RECEIVING AREA
103
f
Scale: NTS
OFFICE
A/26 101
A/24
7
A/22
VS A/18
A/26A/26
IA/28 A/20
sw
SECURITY OUTLET
AT 7'-0"
DEDICATED DUPLEX RECEPTACLE
Q48" FOR INTERFACE EQUIPMENT.
DEDICATED QUAD RECEPTACLE
6'-0" FOR VSAT AND
D—LINK EQUIPMENT
ENLARGED OFFICE POWER PLAN
SCALE 1/4" = V-O"
5 ) ( 4 ) ( 3 ) ( 2 ) ( 1
TO RTU-1
RTU-1
VERIFY ACTUAL HVAC
ELECT. REQUIREMENTS
WITH CONTRACTOR. (TYP),
GFCI,
WP,A/10
3,5
SALES AREA
102
RTU-2
9 SO CORD (WHITE). ANCHOR
TO PURLINS ABOVE. REFER
TO ARCHITECTURAL PLANS
FOR DIMENSIONS. (TYPICAL
' B/36
10
TO RTU-2
O
O
GFCI,
WP,A/10
A/7,9,11
REFER TO REGISTER
POWER POLE SO44
DETAIL 3/E4. B/2,4,6,8,10,12.
*B/36
6/36
00 1- N
*
N cM
O Imo. r LOco m
Cl
m .
...Q61-711 61-711 61-711 61-7 61—Ire 5-7 4'-7.9 -0n
POWER PLAN
Scale: 1/8" = V-0"
RESTROOM EXHAUST FAN.
CONNECT TO ROOM SENSOR
LIGHT CONTROL SWITCH.
RESTROOM EXHAUST FAN.
CONNECT TO ROOM SENSOI
LIGHT CONTROL SWITCH.
A/32
00
co
61-011
Q
A/12
AUTOMATIC
DOOR A/2
B/21
GFCI
A/23
B/21
A/28 Psw
A/30 I I
VS s
A/2$
A/30 A/28
A/30
LEGEND
BUZZER - TORK MDL #TA725 W/
TRANSFORMER MDL#TA592
❑�
PUSH BUTTON
125V NEMA 5-20R DUPLEX.
A/23
PANEL/CIRCUIT IN PANEL
(sw
125V NEMA 5-20R DUPLEX.
A/28
SPLIT WIRED.
A/30
PANEL/CIRCUIT IN PANEL
1251250V NEMA L14-20-R
4 PRONG TWIST LOCK
125V NEMA 5-20R QUAD.
VACANCY SENSOR:
GREENGATE DUAL TECH
LOW VOLTAGE #VAC-DT-0501-R
OR EQUAL. PROVIDE WITH
SWITCH PACK.
Q
TEMPERATURE SENSOR:
BY MECHANICAL
LEI
DISCONNECT
BLACK MAGIC POWER POLE
PHONE JACK @ REGISTER
O
VOICE/DATA PORT = RJ-11,
RJ-45 DATA JACK, PHONE
COMBO @ OFFICE
A/23
PANEL/CIRCUIT IN PANEL
MOTION SENSOR SWITCH.
m
LEVITON #EZ-FIND-ODS-10-IDW
20 AMP TOGGLE SWITCH
NIL
NIGHT LIGHT CIRCUIT
OFFICE -1
00A/36
101
J
GENDER
NEUTRAL
104
PROVIDE TOGGLE
SWITCH AT RESTROOM
WATER HEATER. A/19
GENDER
NEUTRAL
105
DEDICATED GFCI,WP,
20AMP OUTLET
RECESSED @ 4' A.F.F.
FOR ICE MERCHANDISER,
BREAKROOM
100
3
E1
NOTE: IF STORE IS
LABELED "RELOCATED",
PROVIDE J BOX
OVER ENTRY DOORS
FOR CCTV,
ELECTRICAL SPECIFICATIONS
A.
ALL WIRING SHALL BE CONTAINED IN CONDUIT OF PROPER SIZE.
B.
ALL WIRING SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CODES.
C.
SERVICE IS TO BE MINIMUM 4QO AMP, 3 PHASE (PREFERRED) 600 AMP
1 PHASE OR LARGER IF REQUIRED BY CODE OR ELECTRICAL LOAD.
D.
REQUIRED CUSTOM BUILT POWER POLE ASSEMBLIES AVAILABLE FROM D&P CUSTOM LIGHTS &
PRODUCTS INC. PHONE: (800) 251-2200 OR (615) 350-7800, 7111 COCKRILL BEND INDUSTRIAL ROAD,
NASHVILLE, TN 37209. SEE SHEET E3.
E.
EXTERIOR EXPOSED PHONE LINES TO BE INSTALLED IN RIDGED CONDUIT. PROVIDE EMERSON 3/41, X
5-FT. METALLIC CABLE U-GUARD #755, OR EQUAL.
F.
ELECTRICAL PANELS TO BE LABELED CORRECTLY AND WITH LEGIBLE PRINT.
G.
PHONE LINES - TWO R -11 PORTS. ONE 1 LOCATED IN OFFICE W R -45 DATA
A _ JACK COMBO AND ONE (1)
AT REGISTER. 24 GA. CAT 5, 4-PAIR TWISTED WIRE ONLY. USE BLUE AND BLUE & WHITE WIRES. HOOK
TO LINE #1 TERMINAL IN RJ-11 JACK EACH PHONE JACK TO HAVE DEDICATED, SEPARATE HOME RUN TO
DMARC. LABEL AS "PHONE" AT THE DESTINATION AND AT DMARC. PHONE COMPANY PROVIDES FINAL
HOOK UP TO DMARC ONLY, PHONE JACKS ARE SUPPLIED AND WIRED BY CONTRACTOR.
H.
PROVIDE 1 1/2" EMT CONDUIT TO ACT AS ACCESS SLEEVE TO ALLOW PHONE COMPANY TO TERMINATE
AT DMARC, CONTRACTOR TO PROVIDE & INSTALL PHONE WIRING & RJ-11 PHONE JACK FOR A
COMPLETED WORKING SYSTEM PRIOR TO PHONE COMPANY FINAL HOOK-UP.
I,
ALL 120 VOLT OUTDOOR RECEPTACLES TO HAVE "WET LOCATION - IN USE" COVERS.
J.
ALL CONDUCTORS TO BE COPPER, #12 AWG MINIMUM SIZE, OR SIZE AS REQUIRED BY LOAD AND OVER
CURRENT PROTECTION.
K.
SEE EMS SHEETS EMS1 AND EMS2 FOR ENERGY MANAGEMENT SYMBOLS AND INFORMATION.
L.
ELECTRICIAN TO PROVIDE %" CONDUIT WITH PULL STRING FOR SATELLITE LINE. REFER TO 3/A3 AND
1/S1 FOR LOCATION.
M.
ALL POWER AND DATA TO BE ROUTED OVERHEAD. UNDER SLAB IS NOT ALLOWED.
N.
WIRE SIZE O BE #8 OR #10 AS REQUIRED FOR COOLERS/FREEZERS.
O.
MOUNT ALL REFRIGERATOR OUTLETS AT 12" AFF.
P.
WIRE SIZES SHALL BE BASED ON THE 60 DEGREE CELSIUS AMPACITIES FOR WIRE SIZES #14 THRU
#1 AWG AND 75 DEGREES CELSIUS FOR WIRE SIZES #1/0 AND LARGER.
Q.
BRANCH CIRCUIT WIRE SIZES AND CONDUITS SHALL BE INCREASED FROM THOSE INDICATED ON THE
PLANS AS REQUIRED TO PREVENT EXCESS VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED
WITH WIRES OF SUFFICIENT SIZE SO THAT THE VOLTAGE DROP BETWEEN THE PANEL AND THE LOAD
DOES NOT EXCEED 3% TO MEET FLORIDA'S BUILDING CODE, ENERGY CODE PART C405.7.
ELECTRICAL KEYED NOTES
TEST/RESET STATION FOR STAND ALONE DUCT DETECTOR.. ONE FOR EACH DEVICE. SEE KEY
NOTE 2 ON THIS SHEET. SIMPLEX #4098-9842 IS SPECIFIED WITH PIEZO AND LED INDICATOR.
0 LOCATION SHOWN FOR MECHANICAL UNITS ARE ONLY APPROXIMATE. CONTRACTOR SHALL
CONSULT MECHANICAL AND STRUCTURAL DRAWINGS TO DETERMINE ACTUAL UNIT LOCATIONS.
PROVIDE 1/2" PENETRATION THRU ROOF WITHIN FOOTPRINT OF UNIT FOR USE WITH CONTROL
WIRING TO UNIT BY OTHERS.. PROVIDE PROPER WATERSEAL (TYPICAL).
O FACTORY MOUNTED POWERED CONVENIENCE OUTLET. FIELD VERIFY THAT OUTLET IS POWERED.
PROVIDE WP, GFCI RECEPTACLE AT ALL UNITS AND WIRE TO BREAKER IN PANEL "A" IF THEY ARE
NOT FACTORY PROVIDED.
4 PHOTOELECTRIC DUCT DETECTOR WITH HOUSING. TIE TO LED READOUT RECESSED IN DUCT STAND
ALONE DEVICE, 120V. SIMPLEX #4098-9687 IS SPECIFIED WITH 4098-9842 CONTROL STATION. PROVIDE
ONE DEVICE PER UNIT. MOUNT DEVICE IN SUPPLY AIR DUCTWORK. DEVICE SHALL BE PROVIDED AND
WIRED TO THE CONTROL STATION BY THE ELECTRICAL CONTRACTOR. HIRE THE MECHANICAL
CONTRACTOR FOR INSTALLATION IN DUCTWORK AND CONNNECTION TO SHUT DOWN CONTROLS.
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RELAYS AND 120V POWER. DO NOT POWER
DUCT DETECTORS FROM HVAC LOW VOLTAGE. SUBMIT SHOP DRAWINGS FOR APPROVAL. PLACE ANY
REQUIRED LABELING ON CEILING TILE DIRECTLY BELOW UNIT.
<g> MOUNT DISCONNECT SWITCH AT UNIT. ALL DISCONNECTS SHALL BE HEAVY DUTY.FUSES TO BE TYPE
RK-5 TYPE. BUSSMAN FRN-R-(AMP) FUSES ARE SPECIFIED.
g> MECHANICAL THERMOSTAT AT 8'-0" AFF.
<' > VACANCY SENSOR. SENSOR SHALL CONTROL LIGHTS AND TOP HALF OF THE DUPLEX RECEPTACLES
INDICATED AS SPLIT WIRED, (A/28).
<g> SPLIT WIRED RECEPTACLES. CIRCUIT A/30 SHALL BE 'ALWAYS ON', CIRCUIT A/28 SHALL BE
CONTROLLED BY THE VACANCY SENSOR. RECEPTACLE SECTIONS THAT ARE AUTOMATICALLY
CONTROLLED SHALL BE PERMANENTLY MARKED PER ASHRAE STANDARDS.
SO WHITE ELECTRICAL CORD IS REQUIRED. SEE SHEET Al, NOTE 25 AND 25A.
CONFIRM THE FINAL NUMBER AND LOCATION OF OUTLETS IN THE SALES AREA WITH THE FINAL
DOLLAR GENERAL FIXTURE PLAN.
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
POWER PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
E1
9
E
B/3
OB-
rA
AD
M 1
AD
IN
19
B/3
A NL A
E
B/19
A
/,1
—1j B/19
E
G
B/33
E
51
G
B/33
A
0
I_1
I
A
A A
A A A
-e-
j A A
NOTE: ALL INTERIOR LIGHTS
CIRCUIT TO PANEL B
A A NL
A
A
SALES AREA
i
A 102 ; A A
i SALES FLOOR
A
11
B/19
A E �A
A
A
A
A
4
F1
B/15 \ A
G
B/33
J � ,
A
B/9 LA
LIGHTING PLAN
Standard Line
Voltage Switch
Black (Hot) %
z 120V
J- - - - - - - - - - - - - - - - - - -
Neutral (White) 1 T
Black Black
White To LED L— White To LED
Dimming Dimming
Violet (+) Driver Lamps Violet (+) Driver Lamps
Gray (-) Gray (-)
iu
CONTROL
SENSOR
CMR A C CONTROL NOTES: - EC SHOULD BEJJSING A VIOLET AND GRAY
TWO WIRE CABLE AS LIBERTY CABLE #18-2C-LVBP-WHT.
- REF INSTALLATION MANUAL TO RUN AUTO
SET -POINT FEATURE: FUNCTION 4, OPTION 4.
- EC IS RESPONSIBLE FOR NO CROSS WIRING
AT ANY POINT IN THE SERIES OF CONNECTIONS.
DIMMING CONTROL SENSOR
2 WIRING DIAGRAM
Scale: NTS
WL
I_1
G
B/33
re JB
A F-1
I
HB
B/35
GENDER
NEUTRAL
104
GENDER
NEUTRAL
105
BREAKROOM
100
,>C= LJ
I
I OFFICE
L B/1
101
-"' 9
I
A
B/11 A A
EMERGENCY/EXIT SIGNS AND
LIGHTS: INSTALL EMERGENCY
I
LIGHTS AND EXIT SIGNS -
(CENTERED AT 10'-6" AFF TO BE
ABOVE FIXTURES &
B/1
MERCHANDISE) THROUGHOUT
I THE BUILDING IN COMPLIANCE
A
A
,1 Al J
WITH ALL APPLICABLE CODES.
B/19
B/351
t.._.
� HB
B/35
Al
B/23 W _ _. _ _ — — __ JF
CONDUIT CONNECTION
BETWEEN RACEWAYS
J
PROVIDED BY THE SIGN
1" PVC SCH 40
HB
INSTALLER. HB
UNDER GRADE TO
B/33
B/41
SITE LIGHTING.
B/29, 31
J
COORDINATE BUILDING SIGN
REQUIREMENTS WITH DOLLAR
GENERAL SIGN DEPARTMENT BY EMAILING
TO SIGNAGE@DOLLAR ENERAL.COM.
1" PVC SCH 40
REFER TO KEY NOTE Q>.
UNDER GRADE TO
PYLON SIGN. B/25
Scale: 1/8" = V-0"
<�> ELECTRICAL KEYED NOTES
1. OCCUPANCY SENSOR. SENSOR SHALL REDUCE LIGHT
LEVEL TO 50% IN THE RECEIVING AREA WHEN THE AREA
IS NOT OCCUPIED. REFER TO LEGEND ON SHEET E1 FOR
MANUFACTUR'S MODEL NUMBER.
2. CONNECT LIGHT TO VACANCY SENSOR. REFER TO
LEGEND ON SHEET E1 FOR MANUFACTUR'S MODEL
NUMBER.
3. 'DOLLAR GENERAL' LETTERS MOUNTED ON THE SIDE OF
THE BUILDING. ELECTRICAL CONTRACTOR TO VERIFY
WITH THE SIGNAGE CONTRACTOR THE EXACT SPOT FOR
THE J-BOX AND 120V CONNECTION POINT. THE SIGNAGE
CONTRACTOR SHALL INSTALL THE RACEWAYS AND
LETTERS AND MAKE ALL CONNECTIONS FROM THE
LETTERS TO THE RACEWAYS.
LEDS LIGHT FIXTURE SCHEDULE
SYMBOL
TYPE
MANE.
PART #
DESCRIPTION
W
COUNT
4' LED FIXTURE.
0
A
ETI
54583161
AERIAL MOUNT INCLUDES
33
69
(2) 8 FT CABLES
4' LED FIXTURE.
A-NL
ETI
54583361
AERIAL MOUNT INCLUDES
33
3
(2) 8 FT CABLES.
BBU COMPATIBLE.
25W BBU LED DRIVER
_
A-NL-D
ETI
90600143
FOR THE SALES AREA
--
1
NIGHT LIGHTS.
4' LED FIXTURE WITH
0
AD
ETI
54573341
DIMMABLE DRIVER.
33
3
AERIAL MOUNT INCLUDES
(2) 8 FT CABLES
SAME AS TYPE 'AD'
AD-NL
ETI
54573341
EXCEPT CONNECTED TO
33
1
THE NIGHT LIGHT CIRCUIT
0
Al
ETI
54583261
4' LED FIXTURE.
33
3
SURFACE MOUNTED.
4' LED FIXTURE WITH
0
AD1
ETI
54573161
DIMMABLE DRIVER.
33
0
SURFACE MOUNTED.
o
B
ETI
54260161
2' LED FIXTURE.
20
2
SURFACE MOUNTED.
C
ETI
55301101
LED EXIT SIGN
--
1
LED EXIT SIGN /
D
ETI
55502201
EMERGENCY LIGHT
--
2
COMBO WITH (2) HEADS
LED EMERGENCY LIGHT
E
ETI
55501101
WITH (2) HEADS
--
8
LED EMERGENCY LIGHT
E2
ETI
55501201
WITH (2) HEADS AND
-
0
REMOTE CAPABILITY
LED EGRESS EMERGENCY
F
ETI
55503101
LIGHT WITH (1) HEAD
--
0
LED EGRESS EMERGENCY
F2
ETI
55503201
LIGHT WITH (2) HEADS
-
3
LHSWP-1-C-4-T3-F1-
LED WALL PACK WITH
G
TECHLIGHT
SWP-W -BZ
MOTION SENSOR
38
6
LED AREA LIGHT ON WALL
HB
TECHLIGHT
LSBT-1-C-X-T3-F-1-
MOUNT 42" EXTENSION
147
4
n
TLWS FSP-21 1 -BZ
ARM AND BASEPLATE
�L_JI
MOUNTED ON WMUPS42
W/ DIMMABLE LED DRIVER,
ARM AND WMUPS42PLT
PASSIVE INFRARED
BASEPLATE
MOTION SENSOR,
NOTES: 1) REFER TO SHEET701' FOR NATIONAL ACCOUNT VENDORS LIST.
2) PROVIDE DIMMABLE FIXTURES WHERE REQUIRED.
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
W iM11rr1r
H0.63946
STATSOF
�rrrrrrntt+t'�
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/2018 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 161 S
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
LIGHTING PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.1 8.0233
E2
F
9
186"
2"
1 FS5-IG
4"
@01 1 FS5-IG
4"
oog t 1 FS4
4"
1 1 FS4
MODULAR POWER POLE
FOR S200-B COUNTER INSTALL
(4) IG CIRCUITS 20A 120VAC, (4)
NORMAL CIRCUITS 20A 120VAC
12'-6", 13'-6", 14'-6", 15'-6"
VERSIONS, ALL WITH 4"
DATA ACCESS AT BOTTOM
3 CH POLE
POWDER COAT BLACK
182"
1 D5-IG
1 D5-1G
4
1D4
T
D1'-0° 1 D4
a - 10,.
BLOCKER INSET 2"
1-4 1 5"
3/4' HOLE THRU ALL 1"
UP WITH GROMMET
FOR DATA CABLE
DATA COVER AND ADD -ON DATA CHANNEL
STOP 4" SHORT OF BOTTOM FOR DATA
PULL ACCESS
NO SHARP EDGES
Scale: NTS
5"
186"
TRIM KIT
4 1/2"
1 1/4" 2 3/8"
J 1/8"
1 1/4" 0
01 /4"
POWER POLE
STRAP
- ALL POWER POLES
SHALL BE BLACK
- ALL WHIPS SHALL BE 10'
RED=HOT -
CIRCUIT 2
BLACK=HOT -
CIRCUIT 1
WHITE=NEUTRAL
GREEN=GROUND
GREEN/YELLOW=ISOLATED
GROUND
*NOTE: BEFORE ORDERING AND INSTALLATION OF
ELECTRICAL COMPONENTS FOR REGISTERS, CONSULT
FINAL FIXTURE PLAN FOR NUMBER AND LOCATION.
MAXIMUM CIRCUITS FOR REGISTERS -
CIRCUITS AT MAIN REGISTER - (9) 120V
CIRCUITS AT ISLAND REGISTER - (3) 120V
GREEN=SHIELD
GROUND
WHITE=NEUTRAL-
BLACK=HOT
- CIRCUIT 1-
RED=HOT -
CIRCUIT 2
BLACK=HOT
- CIRCUIT 1
WHITE=NEUTRAL
GREEN=SHIELD
GROUND
747DGS023B
GREEN/YELLOW=ISOLATED
GROUND
RED=HOT -
CIRCUIT 2
REGISTER ELECTRICAL COMPONENTS
Qty.
D&P Part No.
Power Pole Description
National Account Provider
1
747DGS023B
Dual circuit power kit with
isolated ground
D & P
1
747DGS023R
Dual circuit power kit
D & P
1
747DGSO44-126BK
12' 2-CH regular pole w/2-C and
1-D connector DRW #2004-12
1
747DGS032A
10' Cable kit (Set of 4 whips)
REGISTER ELECTRICAL DETAIL
Scale: NTS
UJ
J
m
DMARC
PHONE WIRING FOR REGISTER
Scale: NTS
1 D5-1G
GREEN
1 D5-IG
GREEN
1 D4
BROWN
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
f
w
TAT E O F ;
,�� 26�
..-
1riftiitEl'100�
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
POWER POLE AND
POWER TERMINAL DETAILS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.02 3 3
E3
,V,
ELECTRICAL DMARC AND E
PANELS IN RECEIVING ARE
CONDUIT #1: PROVIDE 1-1/,
CONDUIT TO CABLE TRAY.
LOW VOLTAGE CABLE TRAY PLAN
SCALE : 1/8" 1= V-0"
NOTES:
0 1) CABLE TRAY SHALL BE MOUNTED
SUCH THAT THE BOTTOM OF THE
TRAY IS AT 1 V-6" AFF.
2) CABLE TRAY SYSTEM SHALL BE
INSTALLED USING FULL LENGTH
SECTIONS WITH MINIMAL CUTTING
OF SECTIONS.
3) BOTTOM OF CABLE TRAY SHALL BE
WHITE
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
����ttflii#tt/1ll
t`
�1j'ilitilit
_I
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
1 1 /27/201 8 OWNER REVIEW
12/18/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O, BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
CABLE TRAY LAYOUT PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.1 8.0233
E4
V
a
w
MOUNT: SURFACE'
120/208
3-PHASE, 4W
PANEL A,
CAPACITY: 400A
INT OAP: 22KA
a
LOCATION: BACK OF BLDG.
LUGS: MLO
DEMAND LOAD: 291A
AV. FAULT: 12 KA
Q
CKT
LTG
REC
HVAC
M#SC',
NP-
DESCRIPTION
AMP
POLE
AMP
POLE
DESCRIPTION
LTD
REC
HVAD
ItISC
NP
CKT
I
91.0
RTU 1
100
3
A
20
1
AUTOMATIC DOOR
0.1
2
11.0''
B
20
1
PHONE BOARDIBUZZER
OA
4
C
6
11.0
C
20
1'
ENERGY MANAGEMENT
0.2
6
C
7
11.0
RTU 2
100A
3
A
20
1
SPARE
8
9
1
1 11.0
1
B
20
1'
OUTDOOR HVAC REC
0.7
10
11
11.0
C
20
1
OUTDOOR DRINK VEND
0.2
12
13,
SPARE
20
1'
A
20
1
SPARE' .
14
15
SPARE
20
1
B
20
1
SPARE
is
17
SPARE'
20
1
C
20
1
INTERFACE EQUIP
0.5
1' 8
C
1 19
1
1
1.7
WATER HEATER#1
20
1
A
20
1
VSATSATA HUB EQUIP
0.5
20
C
21
1.7'
WATER HEATER #2
20
1
B
20
1':
CCTV EQUIP
1.0
22
23
0.2
DRINKING FOUNTAIN
20
1,
C
20
1'
SECURITY REC
0.2
24
C
25
0.2
OUTDOOR ICE REC
20
1
A
20
1
OFFICE REC
6.7
26
C
C
27
1.2
COOLER #1
20
1
B
20
1
BREAK ROOM REC
0,5
28
C
29
1.2
COOLER #2,
20
1
C
20
1
OFFIBREAKRM RECEPT
0.6
30
C
31
1,2
COOLER#3
20
1';
A
20
1'
BEAUTYICOSME11CSS
0.4'
32
C
33
1.2
COOLER #4
20
1
B
20
1
ICE CREAM FREEZER
0.8
34
C
C
36
1.6
COOLER #5
20
1
C
20
1
GATORADE RECEPT
0.2
36
C
37
SPARE
20
1
A
200
3
PANEL B
38
39
J
SPARE
20 1
1
1 B
14-2
0.0
0.1
20.8
0.0
40=
41
SPARE
201
11
1C
42
PHASE BALANCE
LOAD TYPE
CONNECTED
DEMAND
DEMAND
FORMULA
TOTAL LOAD
LIGHTING
11.2 KVA
14:0 KVA
LOAD X 125% NEC210.19 CONTINUOUS
CONNECTED
DEMAND
6
LOAD
%
RECEPTACLE
4.5 KVA
4.5 KVA
10KVrA + 50°/6 REMAINDER NEC 220.44
115.3 KVA
104-'SK A
A
26.8 KVA
23%
HVAC
6 6. 1 KVA
52 2 KVA
LOAD X 811% (USED MCA 1N CALCULATION)
320.0A
291.1 A
B
61.6 KVA
53%
MISC
33,5 KVA
33.5 KVA
LOAD X 100% NEC 210-19 NON-CONT.
FILENAME
C
26.9 KVA
23%
NP
0.0 KVA
0.0 KVA
0 NONCOINCiDENTAL LOADS NEC' 220.60
DG Zeph rhi0s_FL Panel Sc
NOTES.
A. AIC RATING: SERIES RATED AT 200,000 AMPS WITH BUSSM ANN JJN FUSES.
B. BREAKERS FOR HVAC UNITS SHALL BE SIZED PER MANUFACTURER REQUIREMENTS.
G. BREAKER LOCK.
D. ISOLATED GROUND BUS.
EQUIPMENT
SCHEDULE
PLAN
EQUIPMENT
LOAD
VOLT/
FED
DISC
MCA
;MOCPD
FEEDER;
REMARKS
MARK
SERVED
PHASE
BY
BY
RTU 1
ROOF TOP UNIT
33.10KVA
20813
A
EC
92.OA
100A
(3)#3,#10G 1 114 "C'
PROVIDE1100A/3P'NIF
DISCONNECT
RTU 2
ROOF TOP UNIT
33A0KVA
20813
A
EC
92.0A
100A
(3)#3, #10 ,,1 114 "Cl
PROVIDE 10OA13P NI`
DISCONNECT
FILENAME:
DG Zephyrhills FL Panel
Schedules.xls
5C3L# CE
[IRE bRCABLE
LOAD
�208V ,,,,,, � .a�r. Win„
5f0IVlCM i30�280AI
,�..
31'0
12.OI208
3-PHASE, 411U
PANEL i
LOAd
CAPACITY: 400A
This Should b the Ilne-to-line
these are uncu t copper or aluminum
-
voltage for multi voltage and
tond�€ctar sizes with CU/AL HOC a`frrspac�tY
i
Load current an amperes
LOAD TYPE
CONNECTED
DEMAND
DEMAND FORMULA
TOTAL LOAD
3.,pirase systsrrss, Fora
120/240V single phase system
listed at 3Et� arnhlent rot rePerets.
LIGHTING
11.2 KVA
14.0 KVA
LOAD 1251/6 NEC 210.19 CONTINUOUS
CONNECTED
DEMAND
select 24CiU< For other single
phase systems select She direr-
� .,,.,,.�..N�..�.�,-
alumsnurn conductor �
F _ - � ---,
RECEPTACLE
4.5 KVA
4..5, KVA
10KVA + 50%`REMAINDER NEC 22 0 A4
115.3 KVA
104.9KVA
to -neutral voltage.
. � ,m
ib 07 ).
A
HVAC
66.1 KVA
52.9 KVA
LOAD X 80l (USED MCA IN CALCULATION)
320,0A
291.1A
-
AC: 3 phase 60Hz
.,...�� _. ,..,,,tip. ,.� �,� ,
NEC tables assume oparatlra,
MISC`
33.5 KVA
33.5 KVA
LOAD X 100,% I NEC 210.19 NON-CO'NT:
FILENAME
temperature. it conductor is oversized a
lower temperature can be used but this
NP
0.0 KVA
0.0 KVA
0 NONCOINCIDENTAL LOADS NEC 220.60'
DGZe h r ills FL Panel Sc
P
temperature should always be higher than
-
ambient, This value only used for adjusting
conductor resistance.
400A DISCONNECT: PROVIDE 600V/3P,
400A/400A BUSSMANN JJN FUSES IN MAIN
HEAVY DUTY SERVICE DISCONNECT
SWITCH. COORDINATE LOCATION WITH
UTILITY COMPANY AND DOLLAR GENERAL.
AVAILABLE SHORT
CIRCUIT (TYPICAL)
9,753
(2) SETS OF (4)#3/0 CU, 2-1/2"C �
CT'S/ METER CABINET
PER UTILITY COMPANY
REQUIREMENTS
(3) SETS OF (4)#500, AL, 3"C UNDERGROUND
SERVICE ENTRANCE PER UTILITY AND SITE
SPECIFIC CONDITIONS. REFER TO SHEET ES1
FOR LOCAL UTILITY CO. POLE/TRANSFORMER
LOCATION. G.C. SHALL COORDINATE WITH
CIVIL FOR THE EXACT LOCATION OF THE POLE
MOUNTED TRANSFORMERS AND MAKE ANY
CHANGES TO THE SERVICE ENTRANCE WIRING
SIZE IF THE CONNECTION POINT IS DIFFERENT
THAN WHAT IS SHOWN.
NOTE: REFER TO THE ELECTRICAL
SPECIFICATIONS ON SHEET E1 FOR
CONDUCTOR TYPES AND INSULATION.
1/0 SYSTEM GROUND,
SEE DETAIL #2/E6
EXTERIOR
(4)#3/0 CU, #6G, #61G, 2-1/2"C
A B
N 9,311 - N
G G
IG IG
(2) SETS OF (4)#3/0 CU,
#3G, #31G, EACH IN 3"C
INTERIOR
ELECTRICAL PANEL SCHEMATIC
Scale: NTS
PVC conduit
3 cinducic+rs tics lase in �rallel
See NOTE 1 below
Length of cable In feet (one-way distance)
Calculate Voltage Drop Reset
Estimated voltage drop
See NOTE 2 below
SERVICE FEEDER VOLTAGE DROP
Scale: NTS
Avallable Fault Current Calculation
Gy:. Jeb.n Sokolik `tier, 6.6
Utility Symmetrical Fault Current amperes
kVA
= 150 ,m .1 torn st.net
E
= 208
= kVA x 1ti130 = trains. FLA trans. FLA
= 416
E x 1.732
Isca = trans. FLA x 100 x PF
PF
= 100%
transformer Z
Z
2.00°l
lsca = ampere short-circuit current RMS symmetrical,
I sca
20,819 amperes
Point to Point Method °
Three Phase 208/120... �
Length (distance) FEET
', L
- 410 Aluminum in Nonmetallic Racewayh
1.732 x L I (ASC)
: ,Ism
20,819
N, x C x E L-N # conductors per phase
N
_
Phase conductor constant
C
21,3 1 Phase Conductor 500 cmel
., ... _ :.
Volt Line to Line
E L - L
203, Volt
f
1,108
Neutral conductor constant
C
- 21,391 Neutral Conductor 5no Emil
Multiplier Volt Line to Neutral
E L- N
= 120 Volt
f
= 1.920
1 »_
1 +f Line to Line
M
0.474 Fault Current from
Line to Neutral:
M
� 0.342 Transformers to
Fault Current at Service Equipment
Main Disconnect Switch
Isca... fault current at terminals of main disconnect L- -L _
- - 8 amperes
Isca ... fault current at terminals of main disconnect L- N =
7,130 amperes
Fault Current from
are Metal Raceway
� -_
Length (distance)
L
Three Phase "
= a _.. _
Three Phase Feeder
1.732 x L x I
(AC)
Isea
= 9,878 Phase 7,130 Neutral
N x C x' E L-N
# conductors per phase
N
2
Phase conductor constant
C
- 12,844 Phase Conductor 3/0
Volt Luse to Lute
E L - L
_ 208 Volt
f
0:016
Neutral conductor constant
C
= 12, 41 Neutral Conductor 3/0
Volt Lime to Neutral
E L -'N
= 120 Volt
Multiplier
f
= 0.020
M = 1
Line to Line
M
= 0.984 Fault Current
'C
Line to Neutral
M=
0.9 0 Panel 'A'
Ica x M = fault current at terminal of the panel L- L =
9,722 amperes
]sea x M = fault current at terminal of the panel L- IN =
6,99Q amperes
Branch Circuit Fault from»,
Co tin Metal Raceway
Length distance
Three Phase Branch L_ 0
Three Phase
.732 x L x I (ASC)
[sea
= 9,722 phase 6,990 Neutral'
N X C X E L-N # conductors per phase
N
1
Phase conductor constant
C
= 12,844 Phase Conductor 31/0
Volt Line to Line
E L - L
= 208 Volt
f
= 0,032
Neutral conductor constant
C
= =844 Neutral Conductor 3/0
Volt Line to Neutral
E L - N
= 120 Volt
Multiplier
f
- 0,039
M = 1 Line to Line
1 + f Line to Neutral
M
M
- 0,9
= 0 962 Fault Current at
'B'
Panel
Inca x M - fault current at terminal of the panel L- L -
9,425 amperes
Isca x M _ fault current at terminal of the panel L- N =
6,726 amperes
MAIN BONDING JUMPER
BARE COPPER
CONDUCTION
MINIMUM OF 20'-0" OF 1/2"
REBAR IN BUILDING WALL
FOOTING, (NEC 250-50C) -
CADWELD
OPTIONAL FOR EXISTING
SLAB LIFER. 3/4" X 10'
GROUND ROD (NEC
250-52)
COLD WATER SERVICE
ENTRANCE (PROVIDE SIMILAR
CONNECTION TO FIRE
PROTECTION WATER SERVICE
ENTRANCE), (NEC 250-50A)
G
FAULT CURRENT CALCULATION
Scale: NTS
NEUTRAL BUS
GROUND BUS (1)#6 TO PHONE BOARD
PER NEC 800-40(D)
BARE COPPER GROUNDING
ELECTRODE CONDUCTOR
(NEC 250-66)
\-CADWELD BONDING JUMPER TO
PANELBOARD ENCLOSURE SIZE
PER NEC 250-122
VALVE,
METER `o SUPPLY
OR SIDE BUILDING STRUCTURAL
UNION STEEL (NEC 250-52(A)(2)
--(�-.1 PIPE CLAMP
(TYP.) CADWELD
JUMPER
NOTE: ALI GROUNDING SHALL BE INSTALLED
IN ACCORDANCE WITH ARTICLE 250 OF THE
NATIONAL ELECTRICAL CODE.
Scale NTS
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
No. 83946 s
TAT50F
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION,.
DATE
ISSUED FOR
REV
09/27/201 8
PEMB COORDINATION
11/27/2018
OWNER REVIEW
12/18/2018
PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L, LONG
M. GOOD
Date
Dept Mgr Approval
08/07/201 8
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
THREE PHASE
ELECTRICAL PANELS
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
E5
Q
DEVICE SCHEDULE
SYMBOL DESCRIPTION CABLE TYPE SUPPLIED INSTALLED NOTES
BY: BY:
AT AHU TERMINAL STRIP 8C T-STAY CABLE EMS GENERAL ONE (1) PER HVAC UNIT.
SUPPLIER CONTRACTOR
OUTDOOR AIR TEMP BELDEN $761 OR EQUIVALENT EMS GENERAL ONE (1) PER RECEIVING ENTRY.
OT MTD. @ 8'-0" A.F.F. (22AWG, 2C, STRANDED, SHIELDED) SUPPLIER CONTRACTOR
ST
TS
Q
PHONE COMBO. (CAT 5) DATA CABLE. CONTRACTOR CONTRACTOR
MOTION SENSOR SWITCH. LEVITON EZ-FIND ODS-10-1DW GENERAL GENERAL ONE (1) PER RESTROQM.
m CONTRACTOR CONTRACTOR
SUPPLY TEMP (501-1121) BELDEN 8761 OR EQUIVALENT EMS GENERAL ONE (1) PER HVAC UNIT.
MTD. IN SUPPLY DUCT (22AWG, 2C, STRANDED, SHIELDED) SUPPLIER CONTRACTOR
TEMPERATURE SPACE SENSOR BELDEN 8761 OR EQUIVALENT EMS GENERAL ONE (1) PER HVAC UNIT ZONE.
(809-6590) MTD. @ 8'-0" A.F.F. (22AWG, 2C, STRANDED, SHIELDED) SUPPLIER CONTRACTOR
RJ-11/RJ-45 DATA JACK, 24 GA., 4 TWISTED -PAIR, CATEGORY -FIVE GENERAL GENERAL ONE (1) AT OFFICE COMPUTER CART.
SENSOR PLAN KEYED NOTES
SENSOR PLAN KEYED NOTES
ALWAYS INSTALL THESE SENSORS AT 8'-0" A.F.F. THE EXACT
MOUNTING LOCATION OF THE HVAC SENSORS "TS" MAY VARY
DEPENDING ON THE STORE LAYOUT &DUCT CONFIGURATION.
REFER TO SITE SPECIFIC MECHANICAL DRAWINGS FOR HVAC
ZONED SENSOR MOUNTING LOCATIONS. IF SENSORS ARE
MOUNTED ON EXTERIOR WALLS DUE TO DUCT CONFIGURATION,
THEY ARE THEN TO BE INSULATED TO PREVENT AIR INFILTRATION.
6 5 4 3 2 1
@ 8'-0" A.F.F.
�, OT
ma�...
fj GENDER
NEUTRAL ('
ELECTRICAL PANELS
SS..
\\ L........._.._�
EMERSON PRE-PROGRAMMED
E2 CZ-100 CONTROLLER \
"EMS PANEL", MTD. NEXT TO \ \ TO RTU-1
ELECTRICAL PANELS, AS CLOSE F \ TO RTU-2 (` k
AS POSSIBLE. \ \ 1 m
\ \ GENDER
NEUTRAL
E \� \ 105 I
a \\ \\ S S
\� ,
-- ----- ----- ---- ---- ---- ----- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- _...._..... I
�- --- - ---- --------------- \ �kBREAKROOMI
E I \ \
\ \ _ SALES AREA
xs x \ 102 \ k_
ST AT ST PROVIDE AND INSTALL ti
ONE (1) 24 GA., 4 TWISTED
PAIR, CATEGORY -FIVE (CAT5)
RECEIVING AREA RTU-1 RTU-2
103 DATA CABLE WITH MODULAR
COMBO RJ-11/RJ-45 JACK AT V�) ..
E OFFICE. RJ-45 CABLE TO BE I ,:
,11
RUN FROM JACK, TO I
REGISTER IN CONDUIT.
OFFICE i
I 0
NOTE: PLAN IS DIAGRAMATIC ONLY. HOLD
CONDUIT TIGHT TO EXPOSED MAIN GIRTS
° I AND RUN AS HIGH AS POSSIBLE ALONG 1� '
PERIMETER WALLS TO RECEIVING AREA.
E
I � _
i
/ �..✓ xt
�` ice`"„'"`� Yf.✓' ..,,,,, ^*. 1 .,-'"` ._`r..1�\".`;:.wC?..o'"r^' :.i..rY,_.__'/" "a»`,,,,,,...,,,,`.n,_ ",V......d.;.. ..,'�
E [
a i
=J
NORTH
- - 1 EMS/LOW VOLTAGE -FLOOR PLAN
CONSULTANT:
SEAL: SEAN PATRICK PIC-KEEL, PE 83946
\N\�t4iiitflttl11���
.`
F39'.46
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
1 1/ 27I 20 18 OWNER REVIEW
1 2/18/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client _
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawlrag. Title
EMS/LOW VOLTAGE PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.Q233
EMS1
' L1V-1\-"VV,V II\/— IVI\ I
ENSURE THAT THE BATTERY
ENABLE IS SWITCHED TO
THE "ON" POSITION
Scale: NTS
Pre -Programmed e2 cx-100 Controller
Escalation Contact List
If you need HVAC Maintenance,
call 866-300-0004, option 1.
If you have Temperature Set Point
concerns, contact your District
Load licenses if Manager.
applicable If you are having problems with
528-5134 your Lights, call 866-300-0004,
528-5096 option 6.
Load E2 Setpoints If you are having problems with
file Load IP address your Coolers, call 866-300-0004,
information option 2.
If you are having problems with
your Sign, call 866-300-0004,
® option 1.
If your store hours change, call
r�Fll rF21 FF41 Fs 866-300-0004, option 6.
® 2 3 6 4 G) I "IMIGISOLM
ID 8 9
r� %30000100IS0 ! orD, (D(E� CAUTION! 0
®®® All power must be shut
to
off prior wiring,
��������ED 0 ®
o installation, t service.
® ®®
"" "`
More than one
disconnect may be
required to de -energize
this panel.
E
Inside lights override Outside light override Sign light override
Verifying the Time and Date
From the la} Home screen.
1. The Date is in the upper left corner of the Home screen.
2. The Time is in the upper right corner of the Home screen.
HVAC Control Status
Press the 12 Home screen button.
Select F1 AHU.
* Using the arrow keys, highlight the appropriated HVAC Unit, select enter.
From the screen you can view:
i. Ctzl Temp (Control Temp - The sales floor temp).
ii. Values in [ I represent the set point we are trying to maintain.
iii. Space Temp (Temperature at problem on Sales Floor),
iv. Supply Temp (Air Temp leaving AHU).
v. Status of Fan/Heat/Cools
* When complete, select the 0 Home button.
Lighting Status
* The status of Store Lights can be viewed in the bottom left corner of the 12 Home page, or by the following:
* Press the 12 Home screen button.
* Select F2 Lighting.
Highlight the appropriate Lighting Control, then select enter.
* When complete, select the ink Home button.
Refrigerated Case Status
* Case Temperature can be viewed from the 12 Home screen.
To view a graph of the case temperature:
i. Highlight the Temp value and select enter.
ii. Select 1 for graph.
To zoom select F5 Zoom -In.
(Press F5 Zoom -In as many times as necessary, get to the desired scale/range).
(Use the left and right arrow keys to move to the time/date range desired).
* When complete, select the fl Home button.
Alarm Status
From the 12 Home screen, select Alarm button.
1. Date: The date the alarm occured.
2. Time: The time the alarm occured.
3. State: Notice, Alarm or Fail.
Notices are general warnings that notify a user of minor errors..
* Alarms are warnings about important system conditions that need immediate attention.
Fails are high priority conditions, warning the user of a controller or device failure.
4. Property on Board and Point: The item that has generated the alarm.
5. Message: The description of the notice, alarm or fail.
a. Using the up or down arrow keys, highlight the appropriate alarm and select F4 Expd. Info.
I. Expd. Info: Expanded Information will give the unit & detailed status on the alarm.
ii. When finished viewing detailed status, select enter.
* When complete, select the Q Home button.
NOTE:
EMS SYSTEM SHOULD BE TESTED FOR HVAC
OPERATION, INTERIOR LIGHTING, EXTERIOR
LIGHTING AND SIGN LIGHTING PRIOR TO
CONTRACTOR'S ELECTRICAL POSSESSION
DATE. USE OUTSIDE LIGHT AND SIGN LIGHT
OVERRIDE FOR EXTERIOR TESTING.
Sc,gle: NTS
HVAC Control Wires To Utilize
Standard 8 Conductor, 18 Ga.,
Color Coated. See Photo This
Sheet.
COM 485
OUT
16AI 1 16A1 2
0 8RO Q BBB Q SRO Q. BBB Q
12 0HVAC1 24Vac
SENSOR '® I,0
CONNECTIONS a,ssa3z 0 cs 32 - - ore oHVAC1 Supply Fan
0 @ HVAC1 Heat1
��®�®�®�
o HVAC1 Heat2
DOOR SW FRONT e�' ' y AC#4 SPACE TEMP w°
DOOR SW EM_/EXIT lac m��'
0 AC#4 SUPPLY TEMP 0 g®gg®@®�,1, 0 HVAC1 Coo12
p�wgW��°
DOOR SW RECEIVING �. rB-
0g LL Np AC#5 SPACE TEMP 0 nay N O HVAC2 24Vac
®(1���(I��.t NN (1�®®®�®$. y
ICE CREAM �� ms.
FREEZER TEMP B e' AC#5 SUPPLY TEMP By. Q HVAC2 Supply Fan
DAIRY COOLER
TEMP 0 '6'6 0 0 AC#6 SPACE TEMP B = 0 66 0 0 HVAC2 Heat1
LUNCH MEAT B 0❑ 0 B OS 0
COOLER TEMP B AC#6 SUPPLY TEMP 0 V
HVAC2 Heat2
AC#1 SPACE TEMP 0 0 0 COOLER TEMP. B, a 0 0 e o
�- 0 0 HVAC2 Cool1
OS 0 0 0
AC#1 SUPPLY TEMP 4 COOLER TEMP. s p
0 0 0 p 0^ 0 HVAC2 Cool2
0 Q 0 0 0 o e Q 0 0 ® HVAC3 24Vac
0
m'N 0 0 ; 0 FREEZER TEMP. B"� OS ; 0 0 HVAC3 Supply Fan
a" 0° 0 0= 0 o HVAC3 Heat1
HVAC3 Heat2
AC#2 SPACE TEMP B, 0 0 0 FREEZER TEMP. 0 a 0 0 ti 0
AC#2 SUPPLY TEMP B 0 HVAC3 Cool1
FREEZER TEMP. - 0 0 ®
AC#3 SPACE TEMP B a 0 B 0 0 O HVAC3 Coo12
AC#3 SUPPLY TEMP B_ 0❑❑ 0 _ B 0 ❑ p HVAC4 24Vac
e
SPARE 0 o J 0 ®® HVAC4 Supply Fan
0 0
OUTSIDE e o_ OS 0 e r_ e
TEMPERATURE B 0 �. 0 ® HVAC4 Heat1
0 "_ 0 0 0 0 0 ° O
OTION SENSOR raoNr B- `""` 0 V ,. 0 HVAC4 Heat2
B
0
®® HVAC4 Cool
® HVAC4 COOL_]
Q Q
Q NOT USED Q Nor USEo HVAC5 24Vac
00 00
HVAC5 Supply Fan
D o c o c
O
c o � > — HVAC5 Heat1
0
U)
N N o o HVAC5 Heat2
o o HVAC5 Cool1
8RO 3 our T2 o"r3 OUTI ours ° 6 opn 0 HVAC5 Coo12
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NEUTRAL
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120vAC 24V CT 24V o o A -- Iwo
� 10VA GROUND
24vAC Oo 80VA
°
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240 208C
120
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° PANEL/CIRCUIT o
0 0 ❑�❑
PANEUCIRCUIT B/5 0
B/7 0 N N 70% Lights
®� °
B/13 B/9 0 W
30% Lights ®u ® B/15 B/11 ®c
0 u ® ❑®❑ C3 o
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0" ® B/27 0 w w 0
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C8
TESTING NOTES
TESTING OF HVAC UNITS THRU EMS PANEL IS
ACCOMPLISHED BY SIMPLY WARMING UP OR
COOLING DOWN A SPACE TEMPERATURE SENSOR
(USING A BLOW DRYER OR ELECTRONIC EQUIPMENT
DUSTER AEROSOL) AND WATCH THE FAN, HEAT AND
COOL STAGES CYCLE ON AND OFF, THIS REQUIRES
TWO PEOPLE AT ALL TIMES .... ONE TO WATCH THE
SCREEN AND THE OTHER TO WATCH OPERATION OF
THE AHU. WHEN COMPLETE, PRESS THE HOME
BUTTON TO RETURN TO THE MAIN SCREEN.
ENDS GENERAL NOTES
1. EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL
EMS PANEL REQUIRES STORE #, CITY, STATE, ZIP CODE
& QTY. OF HVAC UNITS OF THE INSTALL SITE WHEN
ORDERING. EMS SYSTEMS INSTALLATION GUIDE WITH
PHOTOS IS AVAILABLE ON NATIONAL ACCOUNT WEBSITE.
ALL QUESTIONS PERTAINING TO THE EMS PANEL,
SYSTEM INSTALLATION & SETUP SHOULD BE DIRECTED
TO EMERSON'S DOLLAR GENERAL SUPPORT TEAM AT
770-425-2724-
2. ALL SIGN & LIGHTING CIRCUITS MUST BE FED THROUGH
THE DESIGNATED CONTACTORS AS NOTED ON THIS
PAGE.
3. ALL LOW VOLTAGE HVAC & DOOR SENSORS MUST BE
CONNECTED TO THE PROPER TERMINAL. 24 GA.
SHIELDED (SHIELD MUST BE GROUNDED) CABLE, BELDEN
#8641, 2 CONDUCTOR WIRE OR IT'S EQUIVALENT IS
REQUIRED.
4. COOLER & FREEZER HOME RUNS WILL BE TERMINATED
AT ALL POINTS BY DOLLAR GENERAL REFRIGERATION
DEPARTMENT.
CONTROL WIRING DIAGRAM
Scale: NTS
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
��t}ttllllll
. No. 83946 1~
'• STATE Or' � y
r f l p}q
tr!!�lltttt�
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/1 8/201 8 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
CPU TREMINAL DIAGRAM
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
EMS2
- - r - -_. - F. _ I I I I III I I I I -_U I I I I -- - - - _ _ - - — - I11 _F - -
r
fa
r' fir! _ _.., P W - W J/ f
NORTH
PROPERTY LINE
N89753477274.07'
...,.,,_...... �..__..
(-°W _.__ __..._.., P ice( _ ____...___.PW P w . �_ m �W PW
pw
COUNTY ROAD 54 E
(pUB, r)
SITE LIGHTING AND POWER PLAN
Scale: I"=20'-0"
TRANSFORMER ON EXISTING POLE'
ELECTRIC FOP CONNECTION)
_
EXISTING UTILITY POLE
WITH NEW TRANSFORMERS.
VERIFY EXACT LOCATION
AND SERVICE VOLTAGE
WITH UTILITY COMPANY
LIGHT POLE
CHAMFER EDGES ON BASE
GROUND LUG W/ #4 AWG CU
TO REBAR IN FOOTING
BASE PLATE AND ANCHOR
BOLTS (BY MANUFACTURER)
BASE COVER
a
CI'
3-#3 TIES WITHIN 5"
v •
FROM TOP
a °
4 1
545 VERTICAL REBAR
M
1
v T I
GROUNDING CONNECTORS
°:
v
a
FINISH GRADE
.a
.
° G
°
NOTE: LIGHT POLE, BASE PLATE AND
ANCHOR BOLTS SMALL BE DESIGNED
#4 COPPER
AND PROVIDED BY THE LIGHT POLE
GROUND WIRE
MANUFACTURER. UPON REQUEST BY
°.
a
THE LOCAL BUILDING OFFICIAL,
CALCULATIONS SHALL BE SUBMITTED
v
4•
°
o
CONDUIT & WIRING r,
.
BEARING THE SEAL AND SIGNATURE
f 7
OF A PROFESSIONAL ENGINEER
a
a a
LICENSED IN THE STATE WHERE THE
PROJECT IS BEING CONSTRUCTED,
V
#3 TIES @ 12" O.C.
EMPLOYED BY THE LIGHT POLE
MANUFACTURER.
°
T'It
4
°
4
#15 FELT (2 LAYERS)
M .
3" MINIMUM GROUND PLATE (COPPER) OR
24" DIA 10-TURNS OF #4 BARE COPPER
WIRE PANCAKE (20' MINIMUM)
2 POLE FOUNDATION DETAIL
Scale: NTS
LIGHT FIXTURE DESCRIPTION
TYPE
DESCRIPTION
COUNT
SINGLE HEAD LED PARKING LOT FIXTURE, TECHLIGHT LIGHTING:
#LSBT-1C-8-T3-F-1-BZ FULL CUTOFF, WITH TYPE 3 OPTICS, DARK BRONZE
HP
FINISH. MOUNT ON 25' POLE, TECHLIGHT #SSP-25-4-7-11-BZ FOR SINGLE MOUNTED
1
LUMINARIE. PROVIDE A S-0" POLE BASE
DOUBLE HEAD LED PARKING LOT FIXTURE, TWIN MOUNTING, TECHLIGHT LIGHTING:
TWIN #LSBT-1 C-8-T3-F-R/L-BZ, FULL CUTOFF, WITH TYPE 3 OPTICS AND DARK
1
HP2
BRONZE FINISH. MOUNT ON 25' POLE, TECHLIGHT #SSP-25-4-7-11-BZ FOR
DOUBLE MOUNTED LUMINARIES. PROVIDE A 3'-0" POLE BASE
.. SITE LIGHTING NOTES
1. FINAL SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY.
PROVIDE CONDUIT FROM THE ELECTRICAL PANEL TO LOCATION OF THE MONUMENT SIGN
BASE. BURY CONDUIT UNDER PARKING AREA. THE CONDUIT IS TO BE 1" AND HAVE ONE
SET OF 6/2 WIRE WITH GROUND AND A 20-AMP SINGLE POLE BREAKER AT THE PANEL.
A TEMPORARY 3' TALL STAKE SHALL BE PROVIDED TO DESIGNATE THE MONUMENT SIGN
LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED. O
REMOVE POST AFTER SIGN IS
0 _
INSTALLED.
2. SEE SHEET E2 FOR BUILDING MOUNTED LIGHTS INFORMATION.
3. COORDINATE LOCATION OF LIGHT POLE BASES WITH CIVIL FOR REQUIRED CLEARANCE
FROM THE RETAINING WALL BASE.
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
�titi�tlt�Nllitta
\vNv'A1 *t%CK pt�'
p STATE o F kt
ON
7�lJ�tifft1i21�
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12/1 8/2018 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P,O. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
ELECTRICAL SITE LIGHTING
AND POWER PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT.18.0233
ES1
Luminaire Schedule
Symbol
Qty
Label
Lumens/Lamp
Arrangement
LLF
Description
5
G
N.A.
SINGLE
0.900
LHSWP-1-C-M-T3-C-ONE BRICK TYPE 3 700MA LED WALL PACK
-
5
HB
N.A.
SINGLE
0.900
LSBT-1-C-X-T3-F-ONE BRICK TYPE 3 1400MA LED WALL MNT 421N UPSWEEP ARM
-�
1
HP
N.A.
SINGLE
0.900
LSBT-1-C-X-T3-F-ONE BRICK TYPE 3 1400MA LED ( SEE NOTES)
g
1
HP2
N.A.
TWIN
0.900
LSBT-1-C-X-T3-F-R/L-ONE BRICK TYPE 3 1400MA LED 2@180 ROTATE OPTIC ( SEE NOTES)
Luminaire Location Summary
LumNo
Label
Z
Tilt
1
G
16.5
0
2
G
16.5
0
3
G
12
0
4
G
12
0
5
G
12
0
6
HB
18.5
0
7
HB
18.5
0
8
HB
18.5
Q
9
HB
18.5
0
10
HB
18.5
0
11
HP
24
0
12
HP2
24
0
Calculation Summary
Label
CaleType
Units
Avg
Max
Min
Avg/Min
Max/Min
SITE
Illuminance
Fc
1.01
10.2
0.0
N.A.
N.A.
PARKING AND DRIVE
Illuminance
Fc
3.07
10.2
0.0
N.A,
N.A.
24'
LED LIGHT
FIXTURE-
25' POLE
PARKING LOT (EX: GRADE AT 0.0')
RETAINING
WALL -�
Notes:
1. Calculation at grade.
2. Sea Luminaire Location Summary
for wall luminaire mounting height.
3. Arm mnt wall fixtures estimated with
2' rise from mounting.
4. Based on 25' poles plus 3' AFG bases.
5. Pole location grade is 4' below parking.
25' poles and 3' bases should make the
fixture approximately 24' above parking
surface.
TOP OF BASE (EX: GRADE AT -1.0'
THIGH CONCRETE POLE BASE
GRADE (EX: GRADE AT -4.0'
SCHEMATIC SITE POLE INSTALLATION DETAIL
Scale: No Scale
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NORTH
SITE LIGHTING PHOTOMETRIC PLAN
Scale: 1/20" = V-01'
CONSULTANT:
SEAL: SEAN PATRICK PIC-KELL, PE 83946
� 1�tttii1111tt
sy„ j
'E
No. 8,3,946
' STAT E 0
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/201 8 PEMB COORDINATION
11/27/2018 OWNER REVIEW
12 1 2 18 PERMIT SUBMITTAL
Project Manager
Drawn
L. LONG
G. COLLINS
Project Leader
Checked
L. LONG
M. GOOD
Date
Dept Mgr Approval
08/07/2018
M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.O. BOX 1 61 5
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SITE LIGHTING
PHOTOMETRICS PLAN
DO NOT SCALE DRAWING
Project No.
Drawing No.
JCDT..18.0233
ES2
It
.� Catalog PJo€nber TYPE ' H P' A N D
Project ' H P2' POLE Tyr7e
TC�I<»,:IMT
FEATURES SPECIFICATIONS 25°Steel " Square 7 Gauge
POLE --- The pole shaft is fabricated from hot rolled carbon steel having a High EPA Reinforced Pole
minimum yield of 55,000 PSI and conforms to ASTM A500 grade C require-
ments. The shaft construction is a single piece of formed steel welded longi-
tudinally, The hand hole is located 1' 6" above the pole base. Aground lug is
Sh
provided standard. High EPA reinforced poles feature a T tall reinforcement
shaft welded into the standard pole shaft for maximum wind load tolerances.
ANCHOR, BASE - The anchor base is fabricated from a structural quality
hot rolled carbon steel plate that has a minimum yield strength of 36,000 PSI;, MountingOptions
The anchor base telescopes the pole shaft and has a circumferential weld on
the top and bottom.
BASE COVER -A full base cover is provided which encapsulates the base
plate and anchor bolts to provide a clean transition from pier to pole. DM1 DM290 DM2180
FINISH - A Super Durable Polyester powder coat finish is electrostatically
applied in our state of the art paint facility. Standard colors available: Black, [ l ' ___,
Bronze, US Green, White. Custom colors available upon request. Galvaniz- 3 �� �l �� �.:., i it I.....I T312
Ing and T-Guard treatments available upon request. Additional warranty ex- DM390 � T238
tensions available with these, treatments. DM490 T278
Technical Data
w , Bolt Circle
Nominal Pole Height 25'-0" (Always measured on thediagonal) , , 0810, Side C
Shaft Dimensions 2ra' x 4" '
Wall Gauge 7 Gauge
Reinforcment ShaftGauge 11 Gauge side B Side �?
a
Bolt � rule & 0° „
I
Bolt Size 314 x30'x3° 3 ✓, i_ Sidt'A
E
Base Plate Dimensions 8,W sq. x .75' thk, e `z
8,01 r drilling Locations
Est., Shipping Weight 2831bs
_.._......_... _. Sides A B C D
Max EPA (1.3 Oust) Hasid Hole E
Location Nand Hole X
94 mph 12.4 —1
DMt X I
100 ph DM290 X X
110 mph 6.7
- DM2180 X x
120 mph 4,7 tiM39D _.. _ � d,_ __ -._ � _._
130mph 34
_ DM490 X X X X
140 Mph 2.2 gg !
ORDERING
INFORMATION Example: 25 4 7 11 T238
Choose the held face options for the approlm r e pole co'irnguration for your applieallon and enter on the line above 4 0
each pole aktnbute. Mcessorine may be factory installed, depending on the particular accessory chosen, but must
still be ordered as a separate line item.
S$p
i
Serlea Rafe 11eEs911 Pole Sane � l Pole Grange ltElFd� 6att0e l Color 1 —� Mounting Drill pattern
®- _ —
SSP 25 25' Nominal 4 Square T 7 Gauge I 11 Gauge Bit Black Drlfl�l Drill One Side Blank None=for Tenon
2 aronze DM290 Drill 2 Sides at ` Mounting
WH White DM2180 Drill i 1 , h 0 1 Sides at 84 3 SS DnBI Mount
A
N T : ANCHOR. BOLT KITS MUST BE ORDERED OR US Green DM390 Drill 3 Sides at90` Pattern
A A SEPARATE LINE ITEM, EACH KIT IS GLV Galvanized OM490 Drill 4 Sides at 90' V VSA Drill Mount
PROVIDED WITH A RIGID TEMPLATE FOR LV 1 Galvanized and Feinted T238 2-318" OD Tenon (Standard) Pattem
INSTALLATION, SEE ACCESSORIES FOR KIT TO' T-Guard Internal Coaling T278 2-7I8' OD Tenon
PART NUMBERS. PLEASE NOTE ON PURCHASE SP Special T312 OD Tenon
ORDER IF ANCHOR BOLTS AND TEMPLATES ND No Drilling
ARE TO BE PRE -SHIPPED.
Accessories (Order as separate line items) NOTES
9 Mast speeifypaint color In addition to these wailing options (Example: GLVPBT,
KAR34300OR AB Kit 0) 3f4' x 30` t3olts and Rigid'emplat3 TLGFIA Ground Fault Rere tacie TGBZ' GLi1PTGRZ
p }
KAB3430GOOR AS Kit (4) 3J4" x30°Galvani2pd Bons and Rigid Pifhla Additional }Eared Hole 2 Please note tocalion for, additional hand note when ordering, See Drilling Locations
Template` diagram for location dasignationa.
Techlight www.teonit htusa.com
2707.Satsuma Drive, Dallas, TX-75229 -g
Pli:214.35Q.0591 Fx7214.350;9137
catalog Number TYPE ' G'
Project Type
TECHLIGHT
FEATURES & SPECIFICATIONS Small Heat Sink LED Wall Pack
APPLICATION - The high performance luminaire is designed for cutoff ap-
plications where long life, low maintenance, and consistent color rendering o usLHSWP SERIES
are required- Areas with limited accessibility due to fixture location or where
heavy pedestrian traffic makes maintenance difficult are ideal applications
such as building facade lighting or wail mounted security lighting. The tradi-
tional design style of the luminaire allows it to be seamlessly integrated into
existing systems when necessary.
CONSTRUCTION - The heavy duty housing is constructed of die cast alu-
minum. The optical assemblies are sealed in place using a silicone gasket for
weather tight protection. ETL listed for wet locations (IP64). Additional IP66
rating available upon request.
FINISH - A Super Durable Polyester powder coat finish is electrostatically
applied in our state of the art paint facility. Standard colors available: Black,
Bronze, US Green, White. Custom colors available upon request.
OPTICAL SYSTEM - Made with a state of the art UV stabilized acrylic high
performance refractive optical assemblies that use high transmicity materi-
als to achieve precise photometric distributions. Available in a Type III beam
configuration.
ELECTRICAL SYSTEM - Available in a high output 2 or 4 LED system in
5000K Cool White (+/- 500K) or 4100K Neutral White color temperatures
propagated with Philips Lumileds LUXEON° M LED's. Available with 90-
300V 50/60 Hz Driver. LED's rated for over 50,000 hours at 25'C ambient
temperature. 0-10V dimming standard. Built-in surge protection up to 10 kV.
Built-in Active PFC Function >95%/Full load. LED Power Supply conforms to
UL1310 and UL8750 standards and is IP67 rated for wet locations.
MOUNTING - Quick sheet metal mounting bracket connects to a standard
J-Box. The bracket has a unique hanging feature to allow easy wire connec-
tions, After connections are made, the fixture swings up and is secured with
with two retaining screws at the top of the fixture. An additional back box is p1
available for applications requiring conduit entry (See Accessories).r4lf - -
LISTINGS - LED Driver listed for wet locations (IP67). LED bricks ETL listed
for wet locations (IP64). Meets US and Canadian safety standards. -40'C to
50'C ambient operation, _ . _ -._.
DesignL'€ghts Consortium" Qualified. Please go to
AAKV.des gniiohts.oro for the current Qualified Products
List. Further details about qualified models may be
found under Family Models.
Serifs
Housing Height
Length & Wrath
TYPE'Al'_
L-Bar bull"I'%linaire
HIGH -OUTPUT, LIGHT -WEIGHT, ENERGY EFFICIENT LED LIGHTING SOLUTION
E
AWARDS2017 NOMINEE
Powerful, light -weight and energy efficient, the new L-Bar is Ideal for a
Lightweight Design: Low -profile,
ORDERING INFORMATION Example:
LHSW 1C4T3 1=Z
variety of commercial applications. With an output of up to 4500 lumens,
robust, polymer construction provides
Choose the bold faced tans forthea propdateluminairecvnfi urat'anfor your
Frt R 9 Y application and enter
quick and easy installation of this
orithe line above each fixture, attribute.Accessories may be actoryinstaled,depending onthe parftwlar
the L-Bar IS so powerful that one linear luminaire Can replace a standard
high -output light source.
acc�oychoossen, but still be ordered as a separate line:ter
2'x4' commercial troffer. Weighing in at only 19 ounces, the L-Bar is so
Coast Effective. Costs up to 75 percent less
than a standard 2 ft x 4 fi cornmercial troffer.
lightweight that it can be mounted directly to the ceiling. Wet -rated and
. Energy -Efficient: Provides up to 150 lumens
Series # o€ Bricks Color Temp # LED's per Brick i Optics
Drive Current voltage Finish
avallabie In tW0 and four f00t lengths, file L-Bar IS the Ideal GilolCe for both
per watt.
LHSWP 1 1 Brick C Cool white (5000K) 2 2 LEI? T3 Type III
F 1400mA Driver 1 Multi -volt' BK Black
indoor and outdoor environments —including offices, retail, parking garages,
Mountable: Ships with flush mount
N Neutral White (4100K) 4 4LED
H 2100rnADriver BZ Bronze
hardware Clips for fast and clears surface
GR US Green
stairwells, schools, hospitals —virtually anywhere you are currently using a
mounting. Optional suspension mount
WH White
standard commercial troffer.
aircraft cabling available,
SP Special2
NOTES
I so Z
Accessories (Order as separate lisle items)
t Multl, volt is an auto ranging
g g power supply from 90V iq 300V input.
RoHS
�. caarnusrr WET
PSHSENCA Back Box Enclosure with Conduit Entries
2 Custom RAL color matching is available. Contact your Techlight sale
representative for additional information.
LHSWPBBU 2000 Luman;90 Minute Battery Back -Up with
Fixture Back Box
3 P1 000PC operates at 120V only. For photocells to operate at additional voltages,
P900dPC' Button Type Photocell (requires PSHSENCR Back
-
please consult your local Techlight representative. Back Box Enclosure required For
Button Photocell mounting.
-
Box}
I P66° Additional IP66 Fixture Rating
4 Additional IP66 rating may not be changed once production has begun on the
fixtures.
1350 DIVISION ROAD, SUITE 204, WEST WARWICK, RI 02893 1 LS G.COM I 1-877-999-5742
i 801 N ATLANTIC AVENUE, COCOA BEACH, FL 32931
www.tech lightusa,com
°+Ali dim mans and specifications are subject to clang enthoncnotim'° REV 20161024-09
DesignLights Consortium' Qualified.
Please go to Aww, nil h ,, r g for
the current Qualified Products List.
Further details about qualified models
may be found under Family Models.
TECHLIC T
Catalog Number TYPE ' H U H P'
,' ,
Project & ' H P 2'
Type
FEATURES &SPECIFICATIONS 0 Tapered Back
APPLICATION - The high performance luminaire is desi n for area light- pdesigned e g� y- Saber LED Area Light
us
Ing applications where long life, low maintenance, and consistent color ren-
dering is required. Areas with limited accessibility due to fixture location or
where heavy pedestrian or vehicle traffic makes maintenance difficult are
ideal applications such as parking lots or walkways. It is also compact and
versatile enough for general purpose security lighting.
CONSTRUCTION - The heavy duty housing is constructed of extruded alu-
minum. The optical assemblies are sealed in place using a silicone gasket
for weather tight protection. Modular LED bricks wired in parallel for ease of
maintenance. ETL listed for wet locations (IP64). Additional IP66 rating avail-
able upon request.
FINISH - A Super Durable Polyester powder coat finish is electrostatically
applied in our state of the art paint facility- Standard colors -available: Black,
Bronze, US Green, White. Custom colors available upon request.
OPTICAL SYSTEM - Made with a state of the art UV stabilized acrylic high
'
performance refractive optical assemblies that use high transmicity materials
to achieve precise photometric distributions. Available in Type 11, III, IV, IV
Automotive, V Medium and V Wide beam configurations. Star Light Friendly
(meets or exceeds Dark Sky requirements) in the horizontal position.
ELECTRICAL SYSTEM -Available in up to a 6 brick LED system in 5000K
Cool White (+/- 500K) or 4100K Neutral White color temperatures (70 CRi
Shown with optional Quick Mount Bracket OMB
min.) propagated with Philips Lumileds LUXEONO T LED's or Usram equiva-
lent, Available with 90-300V 50/60 Hz Class II power supply. LED's rated over
355,000 hours (TM21 Calculated L70) at 25'C ambient temperature with se-
lectable 700mA, 1050mA and 1400mA operation. Lumen Maintenance >97%
at 50K hrs. 347V and 480V input options available. Standard 0-10V dim-
--20,62`°- I
ming. Fixture provided with integral 10kV surge protection that meets IEEE
C62.42.2-2002. Built-in Active PFC Function. LED Power Supply conforms to
�It T
UL1310 Class 2 and UL8750 standards and is IP67 rated for wet locations.
MOUNTING -- The fixture is designed to mount directly to a square pole. An
_
adaptor is available for direct mount to round poles. Techli hfs Quick Mount
P P g
` 'li~ - 36.00
Bracket for flush mount or the Quick Mount Bracket with various arm lengths
also available. All mounting options allow the Tapered Back Saber to mount
e Dimensions shown orator 5 & 5 Brick
at 90 degree intervals.
Unit Only. Mounting options must be
LISTINGS - LED Power Supply listed for wet locations (IP67). LED bricks
ordered separately.
ETL listed forwet locations (IP64), Meets US and Canadian safety standards.
-40'C to 50'C ambient operation. RoHS Compliant.
WARRANTY - The complete luminaire is covered by a 5-year limited
warranty.
ORDERING_ INFORMATION Example:
LSBT6C8T5WD1-BZ
Choose the bold face options for the appropriate luminaire configuration for your application and enter
am s
on the line above each fixture attribute. Accessories may be factory installed, depending on the particular
accessory chosen, but still be ordered as a separate lima item,
teREo DME rviasStBe Ordered SePa[att l}
LSBT
-l( 9
Series # of Bri ks Co �T,-.p LED'�p.,IckL E i s r rrzpv�--i # Br O t c D Ave Cu entVolta aFinishIs
—
LSBT 1 1 Brick C Cool White (5000K) 8 18 LED T2 Type Il
C 700mA Driver 1 Multi -Volt' L Left Rotated SK Black
2 2 Brick Neutral White 4100K T Type lit
a ( ) 3 yP
D 1050mA Driver 2 4 4 Optics Z Bronze
8 V p s o ze
3 3 Brick T4 Type IV
F 1400mA Driver 3 347V K Richt Rotated OR U5 Greets
4 4 Brick T4A Type IV
Optic;, WH White
5 5 Brick Automotive
{Leave Bank far SP Special' "
6 6 Brick T5M Type V Medium
YF
anra.rd nn+,�ei
ENS
A' J�lr ... Fir
Series Housing Height Length & Width EPA (ft?)
`sBT 5.63" - 36.00° X �a.62° .s
Accessories (Order as separate line items)
Accessories (Order as separate line items)
LEDESI S-325
20W LureQnA90 Minute eatiery Back -Up
(L>_nses G,dered Sepa alely)
QMB
Quick Nbmn leracke'-Rush, No Arm
TLW3FSIR-10c
Remote Handheld Sense con%Mollen Tool
QMSSA-S
Qzk Mount Bracket vrith 2" Sk-aightArm
TLWSFSP-L2
36T leans, rox,mum coverage 48' diameter from a' haight NOTES
QMSSA-M
Quick Mount Bracket trim a` Straight Alm
TLWSFSP.L3
3360' labs, Maximum coverage 40' diameter from kb' Height
QMSSA
Quick Mcmrd Bracket with 1Q75' Sfr2igntkM
TLWSFSP-L4
36W lams, maYmum coverage W diameter from 40: height I
Multi -Volt is an auto ranging power supply from 90V to 300V input
RPASSA
Round PMeMount Adatorfor Direct Mountin-
4
TLWSF3P.L7
3Bi7'let)smaximualEaveraeIWdiametorfrom 40't:. t 2
Custom RAL color matching is available.Conta ourTchli htsale
� &
9 y g
IP66-
Add::Wnal IP66 Fixture RatltQ
PPCPJ"
7-Pin Tvis'Lock. Rotocali Ra,;epiad!a ANSIG':36.41
representative for additional information.
LEDOPTIC-w
spill tight ErminaWn
PTLJP•275
7-Pin Receptacle Strnrsng Cap 3
Additional iPf&rating may not be changed once production has begun an the
LEOOPTIC-B
spill Lght Elainatio;'Black Out"
PC2
480V TMs. La k Photocell
fixtures,
TLWSFSP-211
Fhfium Mourn Passive Infrared Motion Semscrr
PQ6
Mull- ap t1.5-2MVj Twist -Lock PholaGell
www. tech lightusa.corri
—AN dimeixsions and specificad-1 are su6jecca> change vrrthrwt notice—
REV: 20170 03-05
It
V
0
.875 0
WIREWAY—
I
2.00
8.00
€
ITEM NO.
PART NUMBER
DESCRIPTION QTY.
1.Q0
1
WMUPS42ARM
2" SCH 40 X 48.8$ PIPE 1
00
2
WMUPS42PLT
RM148HRB8X8SQ 1
SECTION A -A
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ROPRIETAiEi`AND CONrii`b Nnt ,lr ! ��. TijRE_ rs:.s i WMUPS42
i rti r *itr��l i l
iHl r_ i ;y'0 MATERIAL
i
AN MATERIAL
�
Lf k t a I A F 5 � .,,v Aa.. - t! i L7 fit% k
r t �t t ..C,,, r I 1Ii1I1 �.; �r; b•
i WMUPS�42 !
7, T L 'v.t,C3hl O �' N(,,T SCALE DRAVV:Nc- ; _.. _
TYPE �' ARM & MOUNTING PLATJ
CONSULTANT:
SEAL: SEAM PATRICK PIC-KEEL, PE 83946
0ll111111/r
No. 83946 �� r
7rIIrllrilil}lj
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
ITO THE AUTHORITY HAVING JURISDICTION.
DATE ISSUED FOR REV
09/27/2018 PEMB COORDINATION
1 1 /27/2018 OWNER REVIEW
1 2/1 &/2018 PERMIT SUBMITTAL
Project Manager Drawn
L. LONG G. COLLINS
Project Leader Checked
L. LONG M. GOOD
Date Dept Mgr Approval
08/07/201 8 M. GOOD
Client
PALMETTO ZEPHYRHILLS-20th St, LLC
P.Q. BOX 1615
THOMASVILLE, GA 31 792
Office: (229) 226-0682
Contact: John Tate
Project
DOLLAR GENERAL
38965 CR 54
Zephyrhills, FL 33542
(City of Zephyrhills)
Store #: 20360
Drawing Title
SITE LIGHTING
FIXTURE CUT SHEETS
DO NOT SCALE DRAWING
Project No. Drawing No.
.JC®T.l 8.0233 ES3