403 Atlantic Blvd Permit COMM17-0010FLEET LANDING MARKETING CENTER - ATLANTIC
LANDSCAPE REQUIREMENTS
BEACH
PROPERTY
FRONTAGE/
AREA
GREEN AREA
REQUIRED. SF
GREEN AREA
PROV'D SF
TREES REQ'D /
SHADE REQ'D
SHRUBS
REQ'D
INTERIOR VUA
4, 982 SF
498
518
nursery grown in accordance to Florida Grades and Standards
1/1
498 x .25 = 125/9
14
M- The LANDSCAPE CONTRACTOR is; ible for all fine grading
responsible
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STREET FRONTAGE
4. X411 plant material shall be cont finer grown or B&B. B&B
oration #or lantin . Apply ` re em gent to all beds prior to planting.
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SOUTH
30 LF
300
235
21.., Rough grades will be established b the owners general
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30 x .75 = 23/3
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FINISH GRADE OF ,,
- CONCRETE
production and shall be dug at least. several weeks before '
8
EAST
18 LF
180
185
ALK
FINISH GRADE CONCRETE SIDEWALK
1/1
SIDEWALK (1'YP,)
18 x .75 = 14/3
lantin - Is performed.
planting P9
har-scae amenities,m wI
s1 pmowing strips and abutments. All materials
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5. Plants shall be sound, healthy and vigorous, well branched and
shall be a minumim 30 from buildings or walks.
ADJACENT PROPERTY
2" MULCH
..
WEST
104 LF
520
522
W
2/1
NORTH
95 LF
475
401
2/1
wlti Installation of Irrigation system.
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TOTAL
systems. The shall- be free from physical damage or adverse
1973
1861
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7/5
27
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LEGEND
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ANCHOR SYSTEM 1
2X2 PINE OR STEEL U -CHANNEL FENCE• Z
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4ROOTBALL
Z ANCHOR STAKE ONE ON EACH SIDE OF (EXISTING PLANT MATERIAL l 00
(1 OR 2 PER TREE) Q
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PALM SABAL PALM
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ROOTBALL�.( O
TREE_ TRUNK L V O A K LIVE O A I w
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CMYR O CRAPE MYRTLE I-
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ANCHOR SYSTEM 2 ICB ILEX CORNUTA "DWARF BUFORD HOLLY'' " U'
3/4' WIDE POLYESTER STRAPU
WITH TOGGLE ANCHOR •
TENSION STRAPPING OVER11 11
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2X4 BOARD U OR 2 PER TREE) O CV
IVN FLEX -SCHILLING SCHILLING HOLLY
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PA If PLUMBAGO AURICULATA "PLUMBAGO"
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OOTBALL Z O
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TREE TRUNK C R A L L I S EMO 11 I I Q
C T � RIGIDUS "BOTTLE BRUSH" _,
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VM VINCA MINOR IIPERIWINKLEII —,
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11-06.2017
PLANTING NOTES
1. The LANDSCAPE' CONTRACTOR is responsible for verifying LaJ
p y g project 17. -; Before fertilization a soil and/or foliar nutrient analysis shall be F—
site conditions and alluantities indicated on these plans q ese p a s before performed to determine whether phosphorus fertilizer with. 30%slow Z
commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required.All planting bed areas shall be fertilized LiJ Q
LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. U 0
determine is substitution of, materials is necessary. "native" Y =;.18. Plant material soil shall > �
s a I be native soli that. was removed from the
2. Soil .testsshall be _provided to evaluate various areas of the. I5`ting hole. If soil is badly contaminated, good quality soil shall be used J O
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landscape {especially the parking lot islands) for pH, available pacerae after contaminated soil has been .completely. removed from
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nutrients, phosphorus content, .bulk density, etc. This will serve planting area.
to ensure proper plant selection according to prevailin soil 19 After sodding is completed, the entire side areas shall be watered b �-�
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conditions, hat lime/sulphur applications are needed ?If any) hand or Irrigation system each da for two weeks. After, approximately one 1-
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and Tong -term survival of plant material, m "nth of installation, sodded areas shall then be top dressed with a 15-0-15 z Q
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3. All plant material shall be Florida Grade No. 1 or better
co mercial stow -release fertlllzer at a rate of 6.67 pounds per 1,000 square
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nursery grown in accordance to Florida Grades and Standards
fe , of area in an evenly broad -case pattern.
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handbook.
M- The LANDSCAPE CONTRACTOR is; ible for all fine grading
responsible
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4. X411 plant material shall be cont finer grown or B&B. B&B
oration #or lantin . Apply ` re em gent to all beds prior to planting.
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materials be h r ` "hardened' f# Toot pruned _
a, de o p u_ ed during field ;
21.., Rough grades will be established b the owners general
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FINISH GRADE OF ,,
- CONCRETE
production and shall be dug at least. several weeks before '
contractor at approximately 3 Inches below curbs sidewalks
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ALK
FINISH GRADE CONCRETE SIDEWALK
SIDEWALK (1'YP,)
lantin - Is performed.
planting P9
har-scae amenities,m wI
s1 pmowing strips and abutments. All materials
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5. Plants shall be sound, healthy and vigorous, well branched and
shall be a minumim 30 from buildings or walks.
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2" MULCH
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densely foliated when in leaf. They shall be free of disease,
22E CONTRACTOR shall
s a coordinate construction of planting areas
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Insects, eggs or larvae and shall have healthy, well developed root
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wlti Installation of Irrigation system.
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systems. The shall- be free from physical damage or adverse
23.a Where seeding may be required
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conditions that would prevent thriving growth.
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sho be the maximum percentage required ` for the variety specified
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2 MULCH �
6: All tants shall conform to the varieties Indicated In the
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at tale r ate of application specified.
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p a t list.
24. Sod areas shall `be SPECIFIED Grass. Grass for sodden 9
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7. Substitution of )ant materials will not be permitted unless
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shall` be fresh) cut In squares one foot :.wide b two feet:.
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SINGLE OR .MULTI TRUNKED TREE
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authorized In writing b the LANDSCAPE .ARCHITECT.. If roof Is
Sod. shall. be h'
althy, .eat free of insects and w
weeds, In natural) flourishin
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ATER BAG IF N❑ AUTOMATIC IRRIGATION
submitted that an )ant specified In not obtainable aproposal-y
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conditions. Dr brown an f
and resh sod_ will be rejected.
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AP WIRE A
F B&B, REMOVE TOP 1/2 ❑F BULL & I E C GE &
will be considered for use of the nearest equivalent size or
25..; Sod shall
be laid end to end and side to side In a staggered
99
III
III
III
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3/4 STRAP THROUGH 3/4 WIR
ALL NYLON S I G, S S, & PLASTIC WRAP
N STRING, TRAP
varlet. with corresponding adjustment of contract rice.
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line to form a uniform layer. All uneven.. edges shall be squarely
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CINCH BUCKLE TENSIONED
TIGHT OVER 2X4 WOOD
❑OD SCREW
8. Plant material locations and bed outlines shall be staked or
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trimmed to allow close and firm _ fitting of each piece.
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LANDSCAPE
BOARD (LENGTH EQUAL T❑
PTIONAL TEMP. MULCH D AM
flogged on site b the CONTRACTOR and shall be adjusted If required
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26., After sodden Is completed, the entire sod -areas shall" be
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ROOTBALL DIAMETER)
AROUND` ROOTBAL (NO SOIL)
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to fit actual as built conditions on site and approved b the owner
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watered b hand or irrigation system each da for two weeks.
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DETAILS
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ISOIL
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T F R❑❑TBA l. 2
DP O L
ABOVE BACKFILL
3 MLC H
4CONDITIONER& 3/4 YELLOW SAND
MIX Cl/ SOIL
r< n r r r ent Iv
o owes a es at e
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Sodded areas
e as' shall then
t e be top dressed with '
. p a commercial fertlllzer:
PLAN-
❑R STOCKPILED L MEROCK FREE TOPSOIL)
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9. All proposed tree planting locations shall be staked or flagged
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erect ed herein at the rate of 12 pounds r 1
p per 000 square feet of
4 PREPARED SOIL MIN.
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before installation b the LANDSCAPE ARCHITECT and approved b the
are I n an evenly
a enly broad case pattern.
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ExISTING LIMEROCK-FREE SOIL DR
owner or owners representative.
27. The LANDSCAPE CONTRACTOR Is responsible for full maintaining
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YELLOW SAND (COMPACTED).
10: The. CONTRACTOR shall estimate. the depth f h planting hole
ep o the P t 9 0
all )ant material on site Burin and before planting, n
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ROTO TILL 2 EXISTING SOIL INTO 4 OF PREPARED
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8 EQUALLY SPACED VERTICAL SPLICES
b measuring the distance between the point where the topmost root
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wor in accepted b the LANDSCAPE ARCHITECT and/or owner.
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S01 AFTER EXCAVATION OF BED
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3/4 WIDE POLYESTER STRAP
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IF ROOTBALL IS CONTAINER GROWN
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from the trunk and the bottom of the root ball. The planting
The,_-..LANDSCAP E CONTRACTOR Is responsible for removing tree stakes
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C JANET O. WHITMILL,R.L.A.,INC.
pX n ht. Janet o. Whitmill R.L.A.
TAMPED TO PREVENT SETTLEMENT
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WITH BLACK PLASTIC
_ U - CHANNEL
2 2X2 PINE 0R STEEL U CHANNEL FENCE
POST ANCHOR STAKE ON EACH SIDE ❑F
hole shall be slightly shallower than this distance. No more than 2 to 3
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after tree IS established.
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All rig hts reserved. N
s o port of this
DR METAL TOGGLE - 2 ❑R
PER
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ROOTBALL (ANCHOR SYSTEM 1)
inches' of the root ball needs to be above the soil unless the site Is
28... All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to
work may be used, reproduced,
distributed displayed or otherwise
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N PLANTING TO ELIMINATE VOIDS
WATER WHE LA
_4 TREE
(ANCHOR SYSTEM 2>
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poorly drained. Poorly drained loll requires planting depths even or
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be ealth plants and In flourishing condition of active growth f
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communicated m any form or by
an means without the prior,
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higher. Planting holes dug too deep are required to have soil added to
nln 90 da s fr
y ( ) y ora final inspection and acceptance. All trees
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written consent f
t o Janet 0. Whitmill.
emrew.�
the bottom- and loosely compacted. If planting " holes should fill with
year from final inspection
shah: be guaranteed an additional one Y P
SUBGRADE
niecn:R
1-112 x BALL DIAM,TER
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water as it is dug, position the bottom of the root ball above the
and acceptance.
One Foot BED WIDTH VARIES (YP.8')
for o one Inch
TREE PLANTING:. DETAIL
water and mound soli to 'cover the sides' of the ball. The hole shall
be l 1. h
5 times the diameter of the ball. Wider` holes
29.. The LANDSCAPE ARCHITECT,
ECT, owner or owners representative shall
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NOTE:
of trunk
at east m root shall
'
hav� the right •
r e ght to refect any and .all work which In his opinion does
PLANT GROUND COVER USING TRIANGULAR SPACING
diameter
NOT T❑ SCALE
be used: for compacted soil and wet sites.
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not meet with the requirements
q ements of the specifications at an stage
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11. The soil shall be freshly tilled and large clods of soil broken up. The
of ime project operation.
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growing medium shall be settled and firm at the time of herbicide
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30 n general, the work shall proceed as rapidly as the site
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GROUND COVER PLANTING DETAIL
,
6 MIN.
TREE DRLPLINE
application. Herbicides ma be mechanically incorporated b mixing into
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be mss avail able. Keep all areas of work clean, neat, and order) Y
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to layer at depth of 1-3 Inches.
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at II times.
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N.T.S.
1 , backfill _ I
2 All back it around p ant maters shall be worked firmly by slicing
31• There will be special care to all. existing trees to be
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a shovel down Into the backfill 20 to 30, times around the tree as you
ret ned on site to avoid construction damage.
to
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3 Safety Drainag
Do not
add backfill. soil. Large clumps shall be broken u Do ..not pock the
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32. An automatic irrigation s stem r s to be provided and
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Barrie
1 form 1
8 max of trunk Blom.
store BARRIER ;FENCING
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materials WI TI
W/ RE ES
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backfill. Only step firmly on backfill soli to stabilize the root ball. The
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a o drawing of the layout an
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Fencing with wire
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in this area TO POST
top of he root ball shall remain 1 Inch (sinal( trees) to '3 -Inches (large
9
de n must be submitted to the governmental agency, for
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SHRUB
ties to post
6' MIN.
trees or a roximatel 10% above rade. Do not over- ack the loosened
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an approval, prior i
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soil when wet. Add 10 to 20 gallons of water to the rootball and backfill.
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33. Irrigation system shall be full automatic, providing 100%
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PTIONAL TEMP.' MULCH DAM
# 3 REBAR'
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FIII In any holes' or .depressions with. backfill soil. Do not attempt to
coy age to all planting
g p g areas, with all pop up heads In lawn area.
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AROUND R❑OTBAL (N❑ SOIL)
2 -0
eliminate air pockets b compaction. Water infiltrating the 'backfill soil
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34.: Irrigation station shall be set where there will be no mixing
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' 3' MULCH
TDP OF RO❑TBALL 2 B
#3 REBAR POST
Ex. Grade
will eliminate large air pockets.
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'LANDSCAPE
of rub and lawn areas, fixed spray heads with ear driven he
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ABOVE BACKFILL SOIL MIX -<3/4 SOIL CONDITIONS & 3 4
YELLOW SAN
EL D
TYP.
( )
responsibility
13 CONTRACTOR shall bear final res onsrblllt for
,
or 1, pacts. Shrub risers shall be minimum 2.5 from eo and
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OR STOCKPILED LIMER❑CK;FREE TOPSOIL)
proper surface drainage of planted areas. Any discrepancy In the
all ads minimum 2' from buildings.
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EXISTING M ROCK-rREE SOIL ❑R
EXIS I G LI E
PLAN VIEW
ELEVATION
drawings, obstruction on the site or prior to work don " b n
9 � � P e Y any
35. ; A double check backflow prevention ora roved equal); equal
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YELLOW SAND (COMPACTED)
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other art which the CONTRACTOR feels secludes establlshln
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to DCA 100, to be mounted in a rectangular valve box(12"x 10
• ••.,. ••, •••;.• .••
e EQUALLY SPACED VERTICAL SPLICES
proper drainage shall be brought to the attention of the LANDSCAPE
on a service side of the meter and immediately adjacent to the
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IF ROOTBALL IS CONTAINER GROWN
TREE PROTECTION
FENCING DETAIL
ARCHITECT for correction or relief of said responsibility.
wat meter.
JOB NO. _ 28917
-
14. When planting on slopes, set tree so top -most root in the ball on
36. "; After the landscape 1
p pan Is approved by the governmental
NOT TO SCALE
the u hill side is even with the soil. The side of the root ball on the
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age, an subsequent changes must be resubmitted
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DRAWN: DHM
downhill side will be well above the surroundingsoil. Soil shall cover the
for view and approval
THE TREE PROTECTION BARRICADE SHALL
BE AT LEAST THREE (3) FEET HIGH. THE BARRIER SHALL
sides of the root ball. Mulch` shall cover the edge of the rootball and not
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37. Shade trees shall be planted minimum 4 from EOP and 15 from OHS.
CONSIST OF EITHER WOOD FENCE WITH
A 2X 4 MINIMUM T PRAIL OR A TEMPORARY
2X4 POSTS PLACED A MAXIMUM EIGHT (8)"FEET APART, WITH
WIRE MESH FENCE OR OTHER SIMILAR BARRIER WHICH
piled on top.
38. Do not plant trees below Normal Water Line (NWL see civil drawings.
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CHECKED. JOW
Tx IAMETERJR
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AR
15: Planting beds shall be cut or edged to form a uniform clean
Sod II 4:1 or greater slopes.
g p Seed all other disturbed areas.
aEn NTH vaRlEs cTYP•9)
WILL LIMIT ACCESS TO PROTECTED
_A.
-
line between beds and lawn areas:
LEAST
THE BARRICADE SHALL BE AT LES
ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK I
DIAMETER.
16. After all plant material in plant bed area has been Installed and
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SCALE. 1:20
SHRUB PLANTING DETAIL
FOR TREES LESS THAN 12" DBH THE
THE TR
MIMINUM BARRICADE SHALL BE PLACED AT LEAST SIX 6 FEET
c)p
approved, `the areas between plants -shall be raked to an eve n grade to
A F THE E.
AWAY FROM BASE 0 E E
conform to premulching finish grades. All planting beds and plant saucers
NOT t0 SCALE ,
TREE BARRICADE APPROVAL. OBTAIN
,
CITY APPROVAL OF TREE BARRICADES BEFORE BEGINNING
shall then be uniformly covered with mini
y a mum two (2) to three (3) inches
better bark nuggets....
2
of #2 grade or of pine
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CLEARING OPERATIONS OR ANY SITE DEVELOPMENT.
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DRAWING, NO.
FLEET LANDING MARKETING
CENTER — ATLANTIC BEACH
.PLANT LIST 4
AC AC AC1��Vxxx ❑
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QTY
SYM
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DESCRIPTION
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SIZE
SPACING
� NOTES*
INCHES
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LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE"
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10'-72' X 6', 3 TRK @ 2" EA., 4' CT, MATCHED, 30 GAL.
AS SHOWN
OYN, FF, WW, OHE
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TOTAL
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ILEX VOMITORIA "SCHILLINGS HOLLY"
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16 X 16", FULL, MATCHED
36 OC.
N, FYN, FF, WW
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SOD PASPALUM NOTATUM ARG�:ENTINE BAHIAII C ) TSA FREE WEED FREE w
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SOD ALL 4.1 SLOPES OR GREATER 10 FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR
HOURS BEFORE YOU DIG J
>' CALL SUNSHINE Q
SELECTED SOD SPECIES M.EETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE LE WILL REQUIRE GOVERNMENT APPROVAL_ _
1 r 00 432 4770
S THELAW /NFL.O/9/QA o.
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N -NATIVE, FYN- FLORIDA. YARDS. & NEIGHBORHO DS 20Ob, FF FLORIDA FRIENDLY, WW WATER WISE 2008, ,F, ._
PLANT LIST LEGEND. � m���� T ®���,
One Footdo
(1! -IP _ IPA ()\/FQW[=Ar) PI PrTRIr (ArrP:PTAPI P PI ANIT I ICT foro®truonklnch ®5 F <04
diameter ®m A 9 N 0
< STATE OF ��V �, p O
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6' MIN.TREE DRIPLINE �_j
o I ✓ 11.06.2017
95 NORTH o y
E PR
ADJACENT PROPERTY 0LEGEND 3' S fet Drainage Do not
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0 0 0 o er Barrier store BARRIER FENCING
P 1 for ® 1 G
8 max of trunk dram. materials EXISTING PLANT MATERIAL Fencl With wire W�WIRE TIES
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in this area TO POST
ties o post
$ MIN.
6 WOOD
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�` SABAL PALM
PALM _ w
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\ o FENCE P ,
Q .`Q LVOAK LIVE OAK
( #3 REBAR POST w Q
Ex. Grade (TYP.) U 0
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SLA
SH PINE
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PLAN VIEW ELEVATION � a � z M
.LJT o TREE
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FORM L I G USTRUM � Y
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Z TREE PROTECTION FENCING DETAIL �
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.-� CMYR o CRAPE MYRTLE NOT TO SCALE
2-19 � + G� .'.•. II a THE TREE PROTECTION BARRICADE SHALL BE AT LEAST THREE 3 FEET HIGH. THE BARRIER SHALL. � J m
6 ICB .,..,.. ILEX CORNU D _ c
o �+ TA WARF BUF'ORD HOLLY
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_- ..,, ... .. .. L. :,... CONSIST OF EITHER WOOD IFEN"CE WITH 2.4 POSTS'�LA� D A A
o `` . �(, E MAXIMUM MUM- EIGHT (8) FEET APART, .WITH z
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PAL I - 1 A 2X4 MINIMUM T P A -T U
0 RAIL;' �JR EMPORARY WIRE MESH FENCE, OR OTHER SIMILAR BARRIER ..WHICH. _ Q _
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WILL LIMIT S TyTfl PR TECT D
AREA.IVN ILEX SCHILLING CHILLIN;Hb 0
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THE BARRICADE SHALL BEI SAT LEAST Q Q
,� ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK. DIAMETER.
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"PLUMBAGO" 1 LI .,.
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' FOR 'TREES LESS THAN 12 DBH THE
MIMINUM BARRICADE SHALL BE PLACED AT LEAST SIX 6 F
PA PLUMBAGO AURICULATA PLUMBAGO c FEET
A F� THE T (-
x` x AWAY FROM.. THE BASE 0 E REE.
x x �(
6 x
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WOOD 6 W 0 ____.
_.._.. TREE BARRICADE .APPRfl>' OBTAIN
�� Vim_ CITY APPROVA F T-
C A L L I S E O , L Q REE $ARRIGADES BEFORE BEGINNING
x -�- CR T M N R1 G IDUS BOTTLEBRUSH
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CLEARING OPERATIONS` OR, ANY SITE DEVELOPMENT.
D x xx
x x ___I
WOOD X x x x x � 1
x x x x x x x x x x x 1 II (_L.
x xx V
FENCE x
x x x VM INCA M I N'OR PERI W1 NILE
x
CB CR_\
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SHRUB
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x x
xx
x
xx
x
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AC AC AC1��Vxxx ❑
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TOP OF ROOTBALL 2' 0
ABOVE BACKFILLSOIL
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PTIONAL TEMP, MULCH DAM
AROUND ROOTBAL (NO SOIL)
3" MULCH
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MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND
OR STOCKPILED LIMERQCK FREE TOPSOIL)
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IF ROOTBALL IS: CONTAINER GROWN
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C JANET 0. WHRMILL.R:L.A_,, NC. -
ynght. Janet 0. Whitmili,R.L.A,
All rights reserved. No part of this
work may be used, reproduced,
distributed, dis la ed or otherwise
P _y
communicated m form or by,
any means without the prior.
written consent of Janet 0. Whitmill.
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NOT TO SCALE
AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS.
_ ANCHOR SYSTEM 1
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Z POST ANCHOR STAKE ONE. ON EACH SIDE OF
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HOURS BEFORE YOU DIG J
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SELECTED SOD SPECIES M.EETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE LE WILL REQUIRE GOVERNMENT APPROVAL_ _
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Z TREE PROTECTION FENCING DETAIL �
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.-� CMYR o CRAPE MYRTLE NOT TO SCALE
2-19 � + G� .'.•. II a THE TREE PROTECTION BARRICADE SHALL BE AT LEAST THREE 3 FEET HIGH. THE BARRIER SHALL. � J m
6 ICB .,..,.. ILEX CORNU D _ c
o �+ TA WARF BUF'ORD HOLLY
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_- ..,, ... .. .. L. :,... CONSIST OF EITHER WOOD IFEN"CE WITH 2.4 POSTS'�LA� D A A
o `` . �(, E MAXIMUM MUM- EIGHT (8) FEET APART, .WITH z
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PAL I - 1 A 2X4 MINIMUM T P A -T U
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WILL LIMIT S TyTfl PR TECT D
AREA.IVN ILEX SCHILLING CHILLIN;Hb 0
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THE BARRICADE SHALL BEI SAT LEAST Q Q
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0
"PLUMBAGO" 1 LI .,.
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' FOR 'TREES LESS THAN 12 DBH THE
MIMINUM BARRICADE SHALL BE PLACED AT LEAST SIX 6 F
PA PLUMBAGO AURICULATA PLUMBAGO c FEET
A F� THE T (-
x` x AWAY FROM.. THE BASE 0 E REE.
x x �(
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WOOD 6 W 0 ____.
_.._.. TREE BARRICADE .APPRfl>' OBTAIN
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C A L L I S E O , L Q REE $ARRIGADES BEFORE BEGINNING
x -�- CR T M N R1 G IDUS BOTTLEBRUSH
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CLEARING OPERATIONS` OR, ANY SITE DEVELOPMENT.
D x xx
x x ___I
WOOD X x x x x � 1
x x x x x x x x x x x 1 II (_L.
x xx V
FENCE x
x x x VM INCA M I N'OR PERI W1 NILE
x
CB CR_\
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SHRUB
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x x
xx
x
xx
x
I V N x
AC AC AC1��Vxxx ❑
TOP OF ROOTBALL 2' 0
ABOVE BACKFILLSOIL
Y
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PTIONAL TEMP, MULCH DAM
AROUND ROOTBAL (NO SOIL)
3" MULCH
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OR STOCKPILED LIMERQCK FREE TOPSOIL)
LANDSCAPE
PLAN
2 O
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EXISTING LIMERQCK-FREE SOIL OR
YELLOW SAND (COMPACTED)
PA
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8 EQUALLY SPACED VERTICAL SPLICES
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IF ROOTBALL IS: CONTAINER GROWN
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ALL WORK PERFORMED WITHIN AN A I
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RIGHT REQUIRES A SEPARATE PERMIT BY THE DEPT OF
PUBLIC WORKS. PROVIDE A .MIN. 3 CLEARANCE FROM THE EDGE
Da LL DIA METEK
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C JANET 0. WHRMILL.R:L.A_,, NC. -
ynght. Janet 0. Whitmili,R.L.A,
All rights reserved. No part of this
work may be used, reproduced,
distributed, dis la ed or otherwise
P _y
communicated m form or by,
any means without the prior.
written consent of Janet 0. Whitmill.
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BED WI VARIES <TYP.B',
F DRIVEWAYS TO ANY SUCH
0 D EW STRUCTURE SUCH AS INLETS, TRANSFORMERS,
POLES, ETC., IN RIGHT–OF–WAY EASEMENT.
CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL SHRUB PLANTING DETAIL
NOT TO SCALE
AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS.
_ ANCHOR SYSTEM 1
2X2 PINE OR: STEEL U -CHANNEL FENCE
Z POST ANCHOR STAKE ONE. ON EACH SIDE OF
ROOTBALL (1 OR 2 PER TREE)
SIGN
SINGLE DR MULTI -TRUNKED TREE
ROOTBALL
TREE TRUNK
-
ATER BAG IF NO AUTOMATIC IRRIGATION
�.
13 IVN
RAMP
3/4' STRAP THROUGH 3/4' WIR
CINCH BUCKLE TENSIONEDV/-PAWOOD
TIGHT OVER 2X4 WOOD
BOARD (LENGTH EQUAL TOPTIONAL
ROOTBALL DIAMETER)
TOP OF ROOTBALL 23
ABOVE BACKFILL
IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE
ALL NYLON STRING, STRAPS, & PLASTIC WRAP
SCREW
TEMP, MULCH DAM
AROUND ROQTBAL (NO SOIL)
MULCH'
S❑IL MIX (1/4 SOIL CONDITIONER & 3/4 'YELLOW SAND
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3/4 WIDE POLYESTER STRAP .d t :. :
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WITH BLACKPLASTIC._-2
OR METAL TOGGLE - 2 DR
4 PER TREE. e4'
(ANCHOR SYSTEM 2)
LDOTBALL
—
EXISTING ..LIMERQCK FREE SOIL DR
YELLOW SAND, (COMPACTED)
8 EQUALLY SPACED VERTICAL SPLICES
IF ROOTBALL N
IS CONTAINER GROWN
- 2X2 PINE OR STEEL U -CHANNEL FENCE
POST ANCHOR STAKE CONE ON EACH SIDE OF
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ANCHOR
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3 WIDE POLYESTER STRAP
'WITH TOGGLE ANCHOR
TENSION STRAPPING OVER
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JOB NO. 28917
DRAWN: D H M
CHECKED:
STREET
_ T�;�� _.:_. -
REE TRUNK
SCALE: 1:20
.::STREET
FRONTAGE
FRONTAGE
/ X BALL DIA TER
BED WIDTH VARIES (TYP,8')
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TREE PLANTING DETAIL
1
NOTTO
SCALE
DRAWING NO.
PROJECT DESCRIPTION.
THIS PROJECT IS FOR THE ALTERATION (.LEVEL 3) OF AN EXISTING
USE AND OCCUPANCY CLASSIFICATION (FBC CHAPTER 3):
OCCUPANCY TYPE: MERCANTILE GROUP M CLASS C < 3 000
(
S . FT.
Q )
FIRE AND SMOKE PROTECTION FEATURES (FBC CHAPTER 7 & FFPC LSC .
CONCEALED SPACES (FBC 718).
MEANS OF EGRESS (FBC CHAPTER 10 & FFPC-LSC CHAPTERS 7 & 36):
•
EGRESS CAPACITY FACTORS (FFPC-LSC TABLE 7,3:3.1).
SINGLE -TENANT ONE-STORY BUILDING (FORMERLY OCCUPIED BY
PRIMARY STRUCTURAL FRAME 0
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TYPES OF CONSTRUCTION FBC CHAPTER 6 .
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FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION FIREBLO KIN HALL BE
C G S
.STAIRWAYS 0.3 INCH (WIDTH/PERSON)
LANDING..
CONSTRUCTION CLASSIFICATION FB 2 :
( C 60)
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INSTALLED TO CUT OFF CONCEALED DRAFT P
S OPENINGS (BOTH VERTICAL AND
HORIZONTAL) AND SHALL FORMAN EFFECTIVE BARRIER BETWEEN .FLOORS,
LEVEL COMPONENTS &RAMPS 0.2 INCH (WIDTH/PERSON)A
WILL BE NO CHANGE 1N OCCUPANCY.
THERE WI
ASSEMBLIES/COMPONENTS HOURLY
RATINGS
- --------
BETWEEN ATOP STORY AND A ROOF ATTIC SPACE.
00 OR
MINIMUM CLEAR OPENING OF EXIT DOORS (FFPC LSC 7.2.1.2.3.2) 32 IN:
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TYPE I (A) ( ) TYPE III (B)
BEARING WALLS -EXTERIOR 0
LL.�,U
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS CLASS. B
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7. FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
,BEARING WALLS -
LS INTERIOR ' 0
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EXISTING BUILDING CONSTRUCTION IS COMPOSED OF WOOD ROOF
TYPE I (B) ( ) TYPE 1V (HT) ( )
8. FLORIDABUILDING CODE -PLUMBING CODE 2014 :
CONCEALED WALL SPACES: IN CONSTRUCTION, FIREBLOCKING
OCCUPANCY LOAD (FBC TABLE 1004.1.2).
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NON-BEARING WALLS& PARTITION - INTERIOR 0
��YPE
SHEATHING ON 2X10 WOOD ROOF JOISTS AT 24 O.C.OBEARING ON
11 (A) ( ) TYPE V (A) ( )
MERCANTILE GROUP M
SHALL BE PROVIDED 1N CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
'FLOOR CONSTRUCTION 0
0
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No
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CLASSIFICATION OF WORK (FBC-EXISTING CHAPTER 5)
(CMU)
EXTERIOR 8 NOMINAL CONCRETE MASONRY UNITS CMU AND
TYPE IIB TYPE V B X
INTERIOR FLOOR FINISH REQUIREMENTS (FBC 804):
INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED
�
BUSINESS 1 9 F l
� 83 GS X 1 PERSON/100 GSF 20 PERSONS
43)
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LAVATORIES: 1 PER 750
INTERIOR STEEL BEAMS SUPPORTED BY STEEL PIPE COLUMNS.
TYPE IIIA
O ( )
BASED ON FIRE
STUDS, AS FOLLOWS.
2 _
SEMINAR ROOM 682 NSF X 1 PERSON/15 NSF O = 46 PERSONS
-F-r
--
SEPARATION DISTANCE.
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SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, NEW
N
MIXED CONSTRUCTION: • ION, YES ( ) NO (X)
FIRE-RESREQUIREMENTS TANCERATING FOR EX ERI OR WALLS
1. VERTICALLY THE CEILING AND FLOOR LEVELS.
TOTAL = 66 PERSONS
V
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S ARATI N DISTANCE F
P _ OBC TABLE 602 .
�� ( )
PARTITIONS, INTERIOR DOORS AND FRAMES, INTERIOR FINISHES,
OCCUPANCIES IN WHICH THE MAXI MUM OCCUPANY LOAD 1S 100 OR FEWER.
�.
ALTERATIONS RESPECTIVELY, AS WELL AS THE PROVISIONS OF
CHAPTER 9 LEVEL 3 ALTERATIONS).
2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.
:
NOTE1. PER FFPC_ LSC TABLE 7.3.1:2 MERCANTILE USE FLOORS ORPORTIONS OF
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5 FT:5 X< 10 FT 1 HOUR X z 30 FT
MECHANICAL, .PLUMBING, AND ELECTRICAL...
GENERAL BUILDING HEIGHTS AND AREAS FBC CHAPTER
(
)
FLOORS USED ONLY FOR OFFICES SHALL REFER TO BUSINESS USE FOR.
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NORTH WALL (y 30 FT) - O HOURS
WITH S SMOOTH,
H WALL SHALL HAVE A 00 H, HARD, NONABSORBENT VERTICAL BASE THAT
CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES. FIREBLOCKING
APPLICABLE OCCUPANT LOAD FACTOR:
EAST WALL (> 30 FT, SHERRY DRIVE) = 0 HOURS
s
0
DRINKING FOUNTAIN': 1
S COPE OF WORK ALSO INCLUDES MODIFICATIONS TO THE EXTERIOR
SPRINKLED. YES NO X TYPE. NFPA 13 NF
( ) ( ) ( )
:IA 13R ( )
SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALS D VERTICAL
SERVICE SINK. 1
'.WEST WALL > 30 FT _ 0 HOURS
( )
,
SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
WALLS AS REQUIRED TO ACCOMMODATE A NEW ALUMINUM FRAMED
STUD. WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES
NOTE 2. SEMINAR ROOM TO BE PROVIDED WITH TABLES AND CHAIRS.
cc
ENTRANCE DOOR AND SIDELIGHT ON THE WEST ELEVATION AND
MAXIMUM ALLOWABLE HEIGHT AND BUILDING AREAS FBC TABLE
(
503 & 504.2.
)
CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN
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LAVATORIES: ry 3
CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,
EGRESS CAPACITY PROVIDED.
M
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DRINKING FO TAIN: 1COMBINATION HIGH -LOW DRINKING FOUNTAIN)
)
EAST ELEVATION.
MAX. ALLOWABLE HEIGHT = 40 FT
DROP CEILINGS, COVE CEILINGS, AND SIMILAR LOCATIONS..
NUMBER
DOOR 101 36 EXIT DOOR (32 CLEAR) X 0.2 /PERSON = 160 PERSONS
cu
PLEASE NOTE THAT THE MODEL KITCHEN IS FOR SALES PURPOSES
ALLOWABLE OF STORIES - 1 STORY
DRAFTSTOPPING IN FLOORS (FBC 718.3.3.): IN COMBUSTIBLE CONSTRUCTION,
_
DOOR 1106 36 EXIT DOOR //32 CLEAR) X 0.2 /PERSON 160 PERSONS
o
ONLY AND ALL APPLIANCES EXCEPT FOR THE REFRIGERATOR WILL
DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE HORIZONTAL FLOOR/CEILING
--i - - ---
TOTAL = 320 PERSONS
_M
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NOT BE CONNECTED TO EITHER POWER AND/OR WATER.
TABULAR BUILDING AREA PER STORY: 9,000: SQ. FT.
ASSEMBLIES EXCEED 1
C ,000 SQ F T. SUCH THAT HORIZONTAL FLOOR AREAS DO NOT EX .
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MINIMUM NUMBER OF EXITS REQUIRED PER FLOOR (FFPC-LSC 7.4.1.1): TWO
0
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CODES:
APPLICABLE)
EXISTING BUILDING HEIGHT AND FLOOR AREAS:
.
DRAFTSTOPPING IN ATTICS (FBC 718.4.3. IN COMBUSTIBLE CONSTRUCTION,
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DRAFT T PPING SHALL BE INSTALLED TO SUBDIVIDE ATTIC SPACES AND
MINIMUM CLEAR CO�RIDOR/PASSAGEWAY WIDTH (FBC TABLE 1018.2).
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1. FLORIDA BUILDING CODE - EXISTING BUILDING 5TH EDITION 2014
BUILDING HEIGHT = 21'-6"MAX. ROOF PEAK "
( O )
CONCEALED ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT
�
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2. FLORIDA BUILDING CODE BUILDING, 5TH EDITION 2014 (FBC)
NUMBER OF STORIES = 1 STORY
..�
EXCEED 3,000 SQ. FT.
44 INCHES, 36 INCHES WHERE CAPACITY IS LESS THAN 50 PERSONS
CL
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3. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
BUILDING AREA = 2 . FT.
665 GROSS SQ
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2012 (FACBC)
INTERIOR FINISHES FBC CHAPTER 8 ):
MAX. FFP -
ALLOWABLE DEAD END CORRIDOR LENGTH ( C LSC 36:2.52.2). 20 FT
W�
TYPES OF CONSTRUCTION (FBC CHAPTER 6).
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4. FLORIDA FIRE PREVENTION CODE 5TH EDITION - FIRE CODE
.
INTERIOR WALL &CEILING FINISH .REQUIREMENTS (FBC TABLE $03.9).
MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL (FFPC-LSC 36.2.5.3.1).75 FT
(FFPC FC)
FIRE -RESISTANCE RATING REQUIREMENTS FOR BLDG: ELEMENTS
(FBC TABLE 601):
5 FLORIDA FIRE PREVENTION CODE 5TH EDITION -LIFE SAFETY
MAXI -
INT R EXIT STAIRWAYS INTERIOR EXIT RA P MUM TRAVEL DISTANCE TO SINGLE EXIT {FFPC LSC 36.2.6.1):150 FT
ERIO M S CLASS A
CODE (FFPC-LSC)
ASSEMBLIES/COMPONENTS HOURLY
RATINGS
- --------
AND EXIT PASSAGEWAYS
N
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PRIMARY STRUCTURAL FRAME 0
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6. FLORIDA BUILDING CODE - MECHANICAL CODE 2014
BEARING WALLS -EXTERIOR 0
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CORRIDORS AND ENCLOSURE FOR EXIT ACCESS CLASS. B
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7. FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
,BEARING WALLS -
LS INTERIOR ' 0
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STAIRWAYS AND EXIT ACCESS RAMPS
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURE TABLE 403.1):
S ( 03 )
8. FLORIDABUILDING CODE -PLUMBING CODE 2014 :
NON-BEARING WALLS & PARTITIONS - EXTERIOR 0
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9. NATIONAL ELECTRICAL CODE 2011
NON-BEARING WALLS& PARTITION - INTERIOR 0
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ROOMS AND ENCLOSED SPACES: CLASS C
MERCANTILE GROUP M
O W
'FLOOR CONSTRUCTION 0
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CLASSIFICATION OF WORK (FBC-EXISTING CHAPTER 5)
ROOF CONSTRUCTION 0
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INTERIOR FLOOR FINISH REQUIREMENTS (FBC 804):
WATER CLOSETS: 1 PER 500
U
W
LAVATORIES: 1 PER 750
505.1 SCOPE: LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA
NOTE: NOT LESS THAN THE FIRE -RESISTANCE.
O O SIS GE RATING
BASED ON FIRE
ALL SPACES NOT LESS THAN CLASS 11
DRINKING FOUNTAIN. 1 PER 100 -
EXCEEDS 50% OF THE AGGREGATE AREA OF THE BUILDING.
SEPARATION DISTANCE.
l
SERVICE SINK:_, - - 1 SERVICE SINK
:
T.
505.2 APPLICATION; LEVEL3=ALE
FIRE-RESREQUIREMENTS TANCERATING FOR EX ERI OR WALLS
BASED ON FIRE
INTERIOR ENVIROMENT (FBC CHAPTERAPTER 12
)
:T,, IE S F_O:,
SEPARAT.E .FAIL R EACH SEX SHALL NOT BE REQUIRED IN MERCANTILE
CHAPTERS 7 AND 8 FOR LEVE LAND 2
PROVISIONS OFC S _ L '
S ARATI N DISTANCE F
P _ OBC TABLE 602 .
�� ( )
TOILET AND BATHROOM REQUIREMENTS:
OCCUPANCIES IN WHICH THE MAXI MUM OCCUPANY LOAD 1S 100 OR FEWER.
�.
ALTERATIONS RESPECTIVELY, AS WELL AS THE PROVISIONS OF
CHAPTER 9 LEVEL 3 ALTERATIONS).
_
X < 5 FT 1 HOUR 10 FT <_ X < 30
FT 0 HOURS
FLOORS AND WALL BASES:. TOILET ROOM FLOOR. FINISH MATERIALS SHALL HAVE A
`
NUMB I
ER OF PLUMB SIG FIXTURES REQUIRED.
5 FT:5 X< 10 FT 1 HOUR X z 30 FT
0 HOURS
SMOOTH' HARD NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS
-
_
NORTH WALL (y 30 FT) - O HOURS
WITH S SMOOTH,
H WALL SHALL HAVE A 00 H, HARD, NONABSORBENT VERTICAL BASE THAT
WATER CLOSETS: 1
`LAVATORIES: 1
EAST WALL (> 30 FT, SHERRY DRIVE) = 0 HOURS
EXTENDS UPWARD ON THE WALLS NOT LESS THAN 4 INCHES.
DRINKING FOUNTAIN': 1
SOUTH. WALL > _
( 30 FT, ATLANTIC BLVD.) 0 HOURS
WALLS AND PARTITIONS: WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE
SERVICE SINK. 1
'.WEST WALL > 30 FT _ 0 HOURS
( )
SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE
NUMBER OFPLUMBINGFIXTURES PROVIDED:
FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH
WATER CLOS6TS: 3
WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
LAVATORIES: ry 3
DRINKING FO TAIN: 1COMBINATION HIGH -LOW DRINKING FOUNTAIN)
)
SERVICE SINK.;` 1
PORTABLE FIRE EXTINGUISHERS;
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CLASSIFICATION OFHAZARD OF CONTENTS (FFPC-LSC 38.1.5): ���h�.�/
4 � ` 4V
ORDINARY H RD
FIRE EXTINGUISHEq SIZE AND PLACEMENT FOR CLASS A HAZARDS,
(FFPC-FC TABLE 13..8.2.1.1):
,q
MINIMUM RATED 3INGLE EXTINGUISHER = 2-A
MAXIMUM FLOG AREA PER UNIT OFA = 1,500 SQ. FT. (ORDINARY)
MAXIMUM FLOOFIAREA FOR EXTINGUISHER = 11,250 S.F.
MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER = 75 FT.
ALL FIRE EXTINGU1 HERS SHALL BE 10# ABC MULTI-PURPOSE DRY CHEMICAL TYPE
-
lacksonville Fire PrpventionDF
. I
NOEXCEP'flONS
0 EXCEPTIONS AS NTE
n
IF SHEET IS LESS THAN 22" X 34 IT 1S A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS:
DRAWN BY:
SAB
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CLASSIFICATION OFHAZARD OF CONTENTS (FFPC-LSC 38.1.5): ���h�.�/
4 � ` 4V
ORDINARY H RD
FIRE EXTINGUISHEq SIZE AND PLACEMENT FOR CLASS A HAZARDS,
(FFPC-FC TABLE 13..8.2.1.1):
,q
MINIMUM RATED 3INGLE EXTINGUISHER = 2-A
MAXIMUM FLOG AREA PER UNIT OFA = 1,500 SQ. FT. (ORDINARY)
MAXIMUM FLOOFIAREA FOR EXTINGUISHER = 11,250 S.F.
MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER = 75 FT.
ALL FIRE EXTINGU1 HERS SHALL BE 10# ABC MULTI-PURPOSE DRY CHEMICAL TYPE
-
lacksonville Fire PrpventionDF
. I
NOEXCEP'flONS
0 EXCEPTIONS AS NTE
n
IF SHEET IS LESS THAN 22" X 34 IT 1S A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS:
DRAWN BY:
SAB
LS1 A
I'
i
EXISTING EXIT ------------ ---
(1) 36" DOOR
32" CLEAR WIDTH
I
j 160 PERSONS MAX. EGRESS
CAPACITY
(0.2 PER OCCUPANT)
I
HARDWARE (EXISTING):
HEAVY-DUTY EXIT DEVICE
(ARM -A -DOR)
S SALES
MANAGER
SALES 107
Q� 1 SALES
3 1 33 1 109
160 1
1 1 /
° 0 EXIST. 1 T 0 1
TOILET
TO ..
1 1 •► •
'111 � r •
j 1 FIEF 1
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,- 103
I1 106
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CORRI OR - -
Tv
100
3ki
❑ MAX. TRAVEL DIST._80
•-
EXISTING DOOR
E I ST.�. o ♦ �- -
------ -♦
(NOT AN EXIT)
15- 4 ----
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-- _
54
TYP. SEMINAR I-
1 105 w F33
- I a I 160
1 l o I 3
- - O i
1
2
NEW EXIT
(1) 36" DOOR
32" CLEAR WIDTH
160 PERSONS MAX. EGRESS
CAPACITY
LIFE SAFE1 Y PLAN (0.2" PER OCCUPANT)
SCALE: 1/4" - l' -O"
HARDWARE: PUSH/PULL WITH
SINGLE CYLINDER DEADBOLT
WITH THUMBTURN (DOOR TO
REMAIN UNLOCKED DURING
BUSINESS HOURS)
IF SHEET IS LESS THAN 22" X 34 IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
,
■IIIIIIIIIIIIISMIMM
LIFE SAFETY PLAN LEGEND
M
M
N
-- NUMBER OF OCCUPANTS
1 USING EXIT
1
- EGRESS CAPACITY OF EXIT
l
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-= ROOM AREA
- - NUMBER OF OCCUPANTS
015
-
OCCUPANT LOAD FACTOR
a'
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w
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FIRE EXTINGUISHER
z
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FE FIRE EXTINGUISHER CABINET
0^
W
EMERGENCY EXIT SIGN WITH
o
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EMERGENCY EGRESS LIGHTING
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LIFE SAFETY PLAN GENERAL NOTES
A.
17
SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF ALL APPLICABLE FIRE
a
ALARM DEVICES (E.G. PULL STATIONS, AUDIOVISUAL ALARMS, STROBE
ALAR S, AND SMOKE DETECTORS).
B.
IN AC( ORDANCE WITH FFPC-LSC 7.2.1.5, ALL EXIT DOOR LEAVES SHALL
LJJ
BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE
�
WHENEVER THE BUILDING IS OCCUPIED.
C.
IN ACCORDANCE WITH FFPC-LSC 7.2.1.5.3, LOCKS (INCLUDING
ELECTRONIC LOCKSETS WITH ACCESSCONTROL) SHALL: NOT REQUIRE
THE USE OF A KEY, A TOOL OR SPECIAL KNOWLEDGE OR EFFORT.
O.
ALL DOORS AND FINISH HARDWARE SHALL BE COMPLIANT WITH THE
REQUIREMENTS OF SECTIONS 404.2.7 THROUGH 404.2.11 OF THE 2012
FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC).
I.
SEE DETAIL 1/Al2,1 FOR TYPICAL FIRE EXTINGUISHER CABINET
ELEVATION.
J.
SEE DETAIL 3/Al2.1 FOR TYPICAL FIRE EXTINGUISHER & MOUNTING
BRACKET ELEVATION.
LIFE SAFETY .KEY NOTES
1.
69A-60 0081 VIDE A LIGHT -FRAME' TRUSS -TYPE
PER F.A.C.. :PRO
CONSTRUCTION SIGN WITH A MALTESE CROSS AND THE LETTER "R"
m
MEASURING 8" X 8" OF A BRIGHT RED REFLECTIVE COLOR. SEE
EXTERIOR ELEVATION 1/A3.1 FOR INSTALLATION HEIGHT.
2.
PROVIDE A SURFACE -MOUNTED RAPID ENTRY KEY BOX EQUAL TO
�
KNOX-BOX 3200 SERIES. INSTALL CENTER OF BOX AT 72" ABOVE FINISH
FLOOR. CONFIRM INSTALLATION HEIGHT WITH FIRE DEPARTMENT PRIOR
_
TO INSTALLATION.
3.
PER FFPC-LSC 7.10.1.3, PROVIDE AN EXIT DOOR TACTILE SIGN. COPY TO
READ EXIT WITH GRADE 2 BRAILLE BELOW AND SHALL FEATURE A
PICTOGRAM SHOWING A PERSON EXITING THROUGH A DOOR. INSTALL
TOP OF SIGN PANEL AT 6-1" A.F.F. SEE TYPICAL DETAIL 6/Al2.1.
■IIIIIIIIIIIIISMIMM
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Jacksonville Fire Pretrt ' Di -
JAN 11 2018
13 NO EXCEPTIONS
13 EXCEPTIONS AS NOTE[
SHEEN 81
SCALE: 1/4" = 1'
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS:
REV 2: 12/08/17
DRAWN BY:
SAB
LS2ml
studio 1.2.1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions
no, date
A scheme update 2017.10.06
issue date:
2017.08.02
ID100c-
finish schedule
finish
schedule
Ceilings
specialty
wall
finish
carpet, continued
C-2
advant
collection:tuscanyslab
WF
duchateau
CPT -2 manufacturer: masland
(model kiti hen
105a wall
i
product: 067tus slab
species: brc
aCOUStICaI the
-1
product: chi cha7881
product:
p
(seminar 105) color: 88103 express
cabinets) �'
finish: nutmeg
g
ACT -1
manufacturer: armstron g
(reception
101)
species: walnut
content: universal 6,6
hardware:
(front of house)
'
product. #1912 ultima
�� " ��
color:. american walnut
,�
size: 26-1/16 w x 15-5/8 h
� ���
size: 12 -0 wide broadloom
�
gliderite
pull: 87380-p
size: 24 x 24 x 3/4
edge: tegular
* i *
note: 8 week lead time*
backing: woven polypropylene with unitary repeat: 36"w x 30"I
�
size: 3"
surface color: white
finish: pewter
suspension system: 9/16" grid
ACT -2
manufacturer: armstrong
-riCYI
(back of house)
product: #1772 dune
p du „ ,, u ,e
24 24 3/4
engineered vinyl floor
size. x x
-1
manufacturer: benjamin Moore
Cabinetl y continued
ed e:s uare
g q
surface color: white
(typical)
_
color: moonlight oc 125
finish: semi -gloss
EVF-1 manufacturer: spartan surfaces
,
• ��
suspension system: 15/16" grid
` . product: hushcore
(reception, color. caramel syrup hc1110
C=3
advan,,.�„�
corridors) size: 7" x 48"
(staff break room
collection: tuscany slab
product, 067tus slab w/universal access base cabinets 0
nyl wa l lcove ri ng
installation: random
110)
species: birc
EVF 2 manufacturer: spartan surfaces
finis -h: espressor
esso
gypsum board
WC -1
manufacturer. national wallcovermg
product:hushcore
(model kitchen color honn c1080 1
hardware:
gliderite
GYP -1
manufacturer: sherwin williams
seminar 105)
product: vycon hopi weave
color: y46740hw sea green
105a) size: 7 x 48
pull: 87380-p
size: 3"
(typical)
color: ceiling bright white sw707
g g
width: 54 ��
installation: random
x;
finish: pewter
finish: latex flat
��
repeat: 18 v x 54"h
EVF-3 manufacturer: spartan surfaces
p
installation method: straight random
product: hushcore
C-4
adv
(staff break color: deep coco hc1020
}
collection: us n
c t ca y s ab
room110, exist. size: 7" x 48"
(model kitchen
product: 067tus slab
toilet 111, it/elec installation: random
105a island <
species: birch
112)
cabinets)
finish: vanilla cream
-note: interior melamine to be match exterior
hardware:
walls
bases
gliderite
pull: 87380-p
cote: install inside and outside corners with mitered joint,
porcelain the floor
size: 3"
e OX paint
p Y
finish: pewter
note: caulk top edge
and vertical edges after base is installed.
note: all grout to be sealed by subcontractor after installation.
EP -1
manufacturer: benjamin Moore
(typical) zL
color: shaker beige he -45
rubber base
note: hold all grout joints to minimum required by tcna
�+
fines
L
�z
F
m lJ"W r ��
EP -2
not used
B-1
manufacturer:johnsonite
PTF -1 manufacturer: gio tile
description: toe rubber base
product: roman forum
M-1
customMillwork vanity apronron
(exist.
toilet 111,
color:tbd (standard)
(toilet 103) color: silver girf1224si
� �,
to match c-1' '
EP -3 v
not usei
od 0
it/elec
112 )
size: 4"h
size, 12" x 24"
(toj10i)
see architectural drawings for detail
note: provide 120' continuous rolls
grout: tbd
note: form inside and outside corners
color
M-2'
not used
PTF -2 manufacturer: gio the d
c
M-3
custom millwork vanity apron
product: roman forum
to match c-3
glass the wall
wood base
(toilet 104) color: ivory girf1224iv
size: 12" x 24"
(toilet 104}
Y
see architectural drawings for detail
grout: tbd :..
M-4
custom Millwork/ painted
note: all grout to be
sealed by subcontractor after installation.
B-1
profile: alexandria moulding Oe163
paint grade finger joint pine
color: tbd
( 10�)j
species: birch
p
t-1
(typical)
(typical)
size: 5-1/4"h x 9/16"t x 16'I
PTF -3 not used 0
paint:
GTW-1
not used
nt mfacturer: eniamin Moore
0
GTW-2
manufacturer: ceramic technics Itd
nt c: moonlight white oc-125
Gaintfi;nis-g
product: glamour glass dentelle'series
: semi oss
naturaa Stone
(model kitchen
size: 2" arabesque tiles, mesh mounted on 11.5" x 11" sheet
NB -2
profile: alexandria moulding cr382
105a)
color: waterfall gray
g rout: unsanded
paint grade finger joint poplar
"
�
-note: underside of countertop materials to be sanded to a smooth finish in all
(toilet
103,104)
size: 7-1
6'lcalor:
1paint
areas.color::white
paint manufactmin Moore
color: moite oc-125
Uoss
NS -1
manufacturer: keys granite
pain finis : se
color: baltic brown
miscellaneous
(toilet 104)
thickness: 3cm
I
edge profile: ogee
paint
NS -2
manufacturer: keys granitecabinetry
color: santa Cecelia
note: contractor may provide paint to match specified color from one paint
C-1 dvan,, ,,,,
"�"""'"
(model kitchen
thickness: 3cm
manufacturer, with interior
11"
designer approval of paint manufacturer, product type,
downs.
loors
collection: tuscany slab
105a wall
edge profile: ogee
g P g
and 8.5" x paint
(work room 102) product: 067tus slab a
cabinets)`
note: where touch-up painting is required, repaint entire wall to maintain a
r
ote: transitions between
flooringmaterials shall be flush
and not receive
species: lrc
finish: mocha
NS -3
��
manufacturer: keys granite
Y
consistent color.
transition
strips, unless
p
otherwise noted.
hardware:
y%
color: ornamental light
gliderite
(toilet 103")
thickness: 3cm
P-1
manufacturer: benjamin Moore
,a rpet
pull. 87380-p
edge profile: ogee
color: shaker beige he -45
i
(typical)
finish: eggshell
size: 3"
note:
all carpets to be direct glue installation,
finish: pewter
P-2
not used
:PT -1
manufacturer: masland
f
y surface
q U a rtzt
P-3
manufacturer: benjamin Moore
(typical)
product: wired 7220
color: 22014 animated
QS -1
not used
color: gray cashmere 2138-60
content: antron legacy nylon
Y Y
(seminar 105,
finish: eggshell
size. l2 0�� wide broadloom
oadloom
QS -2
manufacturer: Cambria
model kitchen
105a, staff break
repeat: 3/4"w
M%"'wDJN DOCUIMENTS
room.
backing: woven polypropylene
(mc e
t l e s
studio 1.2.1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
M. I 0-y
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revisions
no, date
A scheme update 2017.10.06
issue date:
2017.08.02
ID100c-
finish schedule
eneral finish
notes
studio 1-2.1
1310 Clinton Street
Suite 205
manufacturer ContaCts 1. the gene> al contractor shall submit samples of all finishes specified on the Nashville, TN 37243
project to studio 121 for approval prior to ordering any products. 615.469.4121hon
p e
ceiling 3. www.studio-121.net
2. the general contractor shall carefullystud and `
y compare the construction
documents and finish schedules and shall at armstrong once report to the designer any
ro to
error, inc nsistency, or omission an obtain clarification prior contact; bill cook area. � p proceeding with
ph: 1.800.233.3823
email:. wgcook@armstrong.com 3. .
g contractot is responsible for ensuring the installation of the finish materials as
OF FLO
specified on ID sheetsid201-id301, complies with the manufacturer's � .��, R%
walls recommendations. if the specification and the manufacturer's ,�� ,� M. IN
9
er s recommendation y �- qti
differ, the contractor shall submit the matter to the interior desi
finer for L�
ceramic technics Itd review. 12
�t �
contact: leslie Weinberg
4. interior drawings are not to be scaled. if field verified dimensions differ from
ph: 404.805.7904 the written dim
ensions on the interior drawings, the contractor is to s o
email: Iweinberg@ceramictechnics.cam immediately _ n..
to y contact the designer for verification. /N
duchateau
5. electrical panels, HVAC, and mechanical grills, etc, to be painted to match the
contact: jo anne hege adjacent surface color, unless local codes require otherwise.
ph: 704.930.9538
email: jhege@duchateau.com 6. do not continue rubber base overlastic laminate nate on the toespace of any
casework.
national wallcovering
contact: Bail moore 7. all doors and door frames to be painted, T-1 unless otherwise noted.
ph: 615.354.1010 d
email. gail.moore@nationalwallcovering.com o not install wallcovenng on exterior walls, unless otherwise noted.
g iany
wallcoveri`ng located on an exterior wall shall be micro -vented:
gio the
9. unless otherwise noted, all flooring material changes shall occur at h
contact: brad hollis g the
ph: 615.238:1025
centerline'of the door or opening.
email: brad.@giotile.com
10. flooring transitions to be flush across the finished floor without the use of -
transition 'strips or thresholds.
11. ceiling access panels shall be painted to match finished shed ceiling, unless local
codes require otherwise.
12. paintselections are for color only. refer to architectural specifications for
base performance and execution specifications.
johnsonite
13 if touch up paint is required, repaint entire wall to maintain consistent color.
contact: erin barker
a: 14. contrarr to paint all wood window stools casing and
ph: 704.763.4251 _ g woad doors (T 1) unless
email: erin.barker@johnsonite.com
othre�rwise noted.
k _
15. contractor t Pint all wood windows sills (T-1) unless noted otherwise.
,.-- floor
W
masland
contact: courtney hendry M
ph: 615.438.6635 ��
M
CV
email: courtney.hendry@maslandcontract.com ZN
W
spartan surfaces
contact: craig bruehl U = (CS
ph: 615.970.1704 -�
email: cbruehl@spartansurfaces.com ,L_
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miscellaneous
V U
advanta t - Cc 4.1
Q
�
contact: gary parshley C
C6
ph: 603.765.5646
4-
email: gmparshley@acpicorp.com a
b-
CU
cambric j
contact: macy monger
revisions:
ph: 615.268.9741
r
email: macy.monger@cambriausa.com no. date
r
keys granite
t
contact: mary d oldacre l
ph: 615.762.0771
email: maryoldacre@datile.com
issue date:
201
7-08-02
0
s
o
ID101
DOCUMENTS
finish schedule
1ACT-2 ACT -1 ACT -1
P-1 P-1 P-1
WB -1 WB -1 WB -1
EVF-3 CPT -1 CPT -1
I,
SALES
MANAGER
SALES 07
a
108
SALES 0
EXIST. 09 ACT -1
P-1
0 TOILET o WB -1
NS -3 �N
j 1
1` 11 C-3 CPT -1
GYP -1
O
EP -3
jq
STAFF
RB -1 1! REF
EVF-3 []:D
BREAK
GYP -1
m
CORRIDOR
0 ROOM WB -141
-
110 1000 EVF-1 ;,
orTI —� 7-_
studiol-2-1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions:
no. date
0 scheme update 2017.10.06
issue date:
2017.08.02
1 D201
finish plan
I
extents of finishplan
SCALE: 1/4" = V-0..
0 1 4 8
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
i
studio l-21
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions:
no. date
issue date:
2017.08.02
1 D301
extents of
finish plan
i E
T
i
i
note: field verify all dimensions prior to fabricating any
casework or other interior details on these drawings studiol-2.1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
S OF FLO
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107
a � S
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OILET 36 DIA
111 0`
0
STAFF
BREAK REF ie
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110 100C i 9 i
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4 TOILET TOILET o ROO
104 103 p 106 30x60
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shelf for
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CORRIDOR
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revisions:
no. date
2017.10.06
issue date:
2017.08.02
furniture plan
SCALE: 1/4" - V_0"_
0 1, 4 8
I D401
CONSTRUCTION DOCUMENTSi
furniture plan
I SHEET IS LESS THAN 22" X 34"', IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
CORRIDOR
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1310 Clinton Street
Suite 205
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13.0 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
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ABBREVIATIONSLEGEND DIRECTORY INDEX OF DRAWINGS
& AND ELEC ELECTRICAL -_ N NORTH SHEET
NAME
.ISSUE REVISION
L ANGLE' EMBED EMBEDMENT/EMBEDDED NA NOT APPLICABLE MATERIAL DESIGNATIONS LANDLORD NO. DATE NO. DATE
@ AT EMER EMERGENCY NIC NOT IN CONTRACT PETRA MANAGEMENT, INC. GENERAL
CHANNEL ENCL ENCLOSURE NO NUMBER P.O. BOX 330448 - _
ACOUSTICAL TILE INSULATION -BATT ATLANTIC BEACH FL 32233-.0448 G0.1 COVER SHEET 08702/17
Q1 DIAMETER OR ROUND EOD EDGE OF DECK NOM NOMINAL - - ---
G0.2 ABBREVIATIONS, LEGEND, DIRECTORY 08/02/17
° .DEGREE EOS EDGE OF SLAB NRC NOISE REDUCTION -_
CONTACT:` ELIAS HIONIDES & INDEX OF DRAWING
O -NUMBER OR POUND EQ EQUAL. COEFFICIENT _ S
ALUMINUM INSULATION RIGID ----- --
PLUS/MINUS ETC ETCETERA NTS NOT TO SCALE PHONE: 904-241-1151 -- -
EQUIP EQUIPMENT---- -
LIFE SAFETY
AIR CONDITIONED EWC ELECTRIC WATER COOLER OA OVERALL
AC BRICK INSULATION - SOUND - - -
TENANT LS1.1 BUILDING &LIFE SAFETY CODE ANALYSIS 08/02/17
ACT ACOUSTICAL CEILING TILE OC ON CENTER - -- -
NAVAL CONTINUING LS2.1 LIFE SAFETY AD AREA DRAIN EWH ELECTRIC WATER HEATER OD OUTSIDE DIAMETER OR ���- -- NAVAL. S ETY PLAN 08/02/17
ADDL ADDITIONAL EXH EXHAUST OVERFLOW DRAIN - GLASS MARBLE FOUNDATION, INC.
.--- - - -- _-
ADJ ADJUSTABLE EXIST EXISTING OFF OFFICE
ONE FLEET LANDING BLVD. ARCHITECTURAL
ADMIN ADMINISTRATION EXT EXTERIOR OH OVERHEAD � ATLANTIC BEACH, FL 32233 _--- - - ----
-- -- ------
i
CERAMIC TILE PLYWOOD A2.1 FLOOR PLAN 08/02/17
AFF ABOVE FINISH FLOOR OPNO OPENING - --
CONTACT: JOSHUA ASHBY A2.2 REFLECTED CEILING PLAN 08/02/17
FA FIRE ALARM O _A2.2 -REFLECTED ---- -
AHU AIR HANDLING UNIT PP OPPOSITE. - -
:: a. SAND/MORTAR/ - A3.1 EXTERIOR EL
PHONE. 877 591 6547 ELEVATIONS 08/02/17
ALT ALTERNATE FCO FLOOR CLEAN OUT ORD OVERFLOW ROOF DRAIN - _ _
.:...:.. . _ , . CONCRETE
PLASTER/CUT STONE EMAIL: JASHBY FLEETLANDING.COM A5.1 ENLARGED P
ALUM ALUMINUM FCU FAN COIL UNIT @ LAN &INTERIOR ELEVATIONS WOMEN 103 08/02/17
R DRAIN P - - -_ _ --
AMP A AMPERES FD FLOOR ERP PERPENDICULAR & MEN 104
CONCRETE MASONRY STEEL/ =-
FE FIRE EXTINGUISHER P
R - --- - --
AO ACCESS OPENING L PROPERTY LINE OR PLATE
-A8.1 DO_ OR &FR -AME SCHED_ULE AND STOREFRONT ELEVATION
UNIT os/o2/17(CMU) OTH R ETALS ARCHITECT
APPROX APPROXIMATE FEC FIRE EXTINGUISHER CABINET PLAM PLASTIC LAMINATE --
EBERT NORMAN TYPES
O MAN BRADY ARCHITECTS -
ARCH ARCHITECT URAL FF FACTORY FINISHED PLWD PLYWOOD - - --- ARCHITECT(URAL) \ \ \ \
EARTH WOOD(ROUGH)
- 1361 13TH AVENUE A8.2 DOOR &STOREFRONT DETAILS
/ / /U SOUTH, SUITE 230 08/02/17
A
T ASPHALT TILE FHC FIRE HOSE CABINET PNT PAINT -T
JACKSONVILLE ----
S BEACH, FL 32250 A9.1 ROOM FINISH SCHEDULE
ATC ACOUSTICAL TILE CEILING FIN FINISH PR PAIR 08/02/17
_
WOOD (FINISHED) AUTOMATIC FIXT FIXTURE PSI POUNDS PER SQUARE INCH GYPSUM BOARD Al2.1 MISCELLANEOUS INTERIOR DETAILS 08/02/17
FL FLOOR PT PRESSURE TREATED OR CONTACT. SCOTT BRADYAIA
- - - - -- --
PHO 4- - -
N E 90 241 9997 - -- -
B BALANCE FLASH FLASHING PORCELAIN TILE � ---- -- -
r. .
INTERIOR DESIGN
EMAIL. SBRADY ENBARCHI ----- _
FLUOR FLUORESCENT P EL BASE @ TECTS.COM _-_
BD BOARD UO TB PORCELAIN TILE B S
REFERENCE SYMBOLS ID100 FINISH SCHEDULE BFF BELOW FINISH FLOOR FP FIRE PROOF `PVC. POLYVINYL CHLORIDE 08/02/17
BHA BOTH HANDS ACTIVE FR FIRE RISER`
ID101 FINISH SCHEDULE 08/02/17
INTERIOR DESIGNER - -- ----- --- --- --
BHRA BOTH HANDS REVERSE FRMG FRAMING QT QUARRY TILE 10201 FINISH PLAN 08/02/17
- I DIRECTION TO TRUE NORTH --- - -
INDICATES STUDIO 121
ACTIVE FT FOOT OR FEET QTY QUANTITY NORTH
V Q 0301 EXTENTS OF FINISH PLAN 08/02/17
BITUM BITUMINOUS FTG FOOTING ARROW
1310 CLINTON STREET SUITE 205 ---- - -- ------ -
-----
INDICATES DIRECTION TO PROJECT NORTH NASHVILLE, TN 37203
ID401 FURNITURE PLAN 08/02/17
--- --- - --
BLDG BUILDING FURG FURRING R RADIUS OR RISER --- ---- ------
ID500 INTERIOR DETAILS 08/02/17
BLKG BLOCKING FUT FUTURE RB RESILIENT BASE - ------
OFFICE- - ROOM NAME
-VERIFY :.r CONTACT. MARY INMAN ID501 INTERIOR DETAILS 08/02/17
BM BEAM ' -FV -FIELD.. RCD ROLLING COUNTER DOOR � _
ROOM
BOT BOTTOM RD ROOF DRAIN 101 -ROOM NUMBER PHONE: 615-469-4121 ID601 CLEAN WALL PLAN 08/02/17
BRG BEARING GA GAGE REF REFERENCE Y ---
EMAIL: MINMAN 0STUDIO121.COM - --- OF TION
THU BRITISH THERMAL UNIT GAL GALLON RE REFRIGERATOR ERATOR DIRECTION .SEC -- ----- --- -- ---`
B FR G MECHANICAL
GALV GALVANIZED �-------- -
17-
G REINF REINFORCE MENT -- ,t
( ) BUILDING � 1 NUMBER OF SECTION
MECHANICAL ENGINEER M1.1 MECHANICAL FLOOR PLAN os/o2/17
CAB CABINET GC GENERAL CONTRACTOR REQD REQUIRED
SECTION A4.1 -SHEET NUMBER WHERE SECTION IS LOCATED
CAPACITY GL GLASS R ND POWELL & HINKLE ENGINEERING, P.A. M2.1 ME ANICAL DETAILS 08/02/17
CAP �, H RIGHT HA --
1409 KINGS EY U ,. : _ ` -
GW L AVENUE, BLDG. 12A M3.1 MECHAdIDAL SPECIFICATIONS 08/02/17
C/B CIRCUIT BREAKER B GYPSUM WALL BOARD RHA RIGHT HAND ACTIVE °.: .
-- DIRECTIONOF SECTION
ORANGE PARK FL 32073`- ' . k� .:' � _ _ ---------- --- -
CCS COILING COUNTER SHUTTER RHR RIGHT HAND REVERSE _=>-
NUMBER OF SECTION
CCTV CLOSED CIRCUIT TELEVISION H HIGH :FFIRA RIGHT HAND REVERSE WALL 1 - -- -----
� UMBIN - ----
:.. _ CONTACT: JAMES L. HENNESSEY, P.E. --- - - -
SECTION A4.1
CD CONDENSATE DRAIN OR HB HOSE BI �;� � ACTIVE SHEET NUMBER WHERE SFS, ON�IS.LOCATED -
,... ,. P1.1 ' MBIN FLOOR PLAN 08/02/17
CEILING DIFFUSER HC HOLLOW CODE- R PHONE. 904-264-5570, EXT 129
M ROOM-- -- - - -----
P2.1 LEG D, C,HEDULE & DETAILS 08/02/17
H DW HARDWARE
�� EMAIL: _
BI FEET PER MINUTE _
CFM CUBIC :-�ti _ .SRO ROUGH OPENING
4 NUMBER OF DETAIL JHENNESSEY POWELLANDHINKLE.COM
CG .CORNER GUARD HJR HORIZ JOINT REINF%RCE , . RVB REFRIGERATOR VALVE BOX ,;,_, @ tv
DETAIL -
R CHILLED WATER RETURN HM HOLLOW METAL A8.1` SHEET N BER WHERE DETAIL IS LOCATED ELEG\TRIAL"
CHW .T
PIPING HORIZ HORIZONTAL_ . ;- S
SOUTH � E1.0 LIGHTING PLAN &SCHEDULE 08/02/17
P ENGINEERN
�_ PLUMBING--- - -------------
CHIL ED WATER HPT HIGH PT� _ ScHINS L _ _ ,� SOLID OR �;,.
_�, E1.1 POWER PLAN &DETAILS
. t 08/02/17
POWELL &:HINKLE ENGINEERING P.A. _
HT HE .GHT ,
PIPING N SEALED CONCRETE NUMBER OF SECTION -
EXTERIOR 1
R RISER SP
�� 1.409 KINGSLEY AVENUE, BLDG. 12A
E2.0 POWER SPECIFICATIONS &SCHEDULE 08/02/17
TING VENTILATION AND � a
CJ CONTROL JOINT HEA SECT SECTION
:- ELEVATION A3.1 SHEET NUMBER WHERE ELEVATION IS LOCATED
R' CLOSET AIR CONDITIONING SI`
ORANGE PARK FL 32073-5557
CL CENTERLINE O .COS SQUARE FOOT. ,-- - . _-----_---
HOT WATER LINEELEVATION
-- - -
CLG CEILING HW SHT SHEET
NUMBER OF DRAWING ELEVATION -- - - -- -- - ---
CLR CLEAR Sim SIMILAR CONTACT: CHRIS FRANCIS
CM CONSTRUCTION MANAGER ID INSIDE DIAMETER SM SQUARE METERS DIRECTION OF ELEVATION PHONE. 904-264-5570, EXT 112 -- ---
CMU CONCRETE MASONRY UNIT LNSUL INSULATION SPEC. SPECIFICATIONS INTERIOR 1 EMAIL: - -
ELEVATION 4 2 SHEET NUMBER WHERE ELEV. IS LOCATED CFRANCIS POWELLANDHINKLE.COM
CO CLEAN OUT INT INTERIOR SQ .SQUARE 3 �- @ -
A .1
COL COLUMN SQ YD SQUARE YARD 5 --
COMM COMMUNICATIONS JAN . JANITOR SS ,STAINLESS STEEL
ELECTRICAL ENGINEER -
T T CEILING� -
CONC CONCRETE J JOIN STD STANDARD +99-011
REVISION 1 _
RIN P.A.
CONF CONFERENCE STL 'STEEL HEIGHT POWELL & HINKLE ENGINEERING,
140 ' IN . SLEY AVENUE BLDG. 12A
CONN CONNECTION L LONG STOR STORAGE 9 K G ,
PARK FL32073-555T._.: .
ORANGE -- --
CONT CONTINUOUS LAM LAMINATE SYM SYMMETRICAL WINDOW ORt
DOOR
COOL CLEAN` OUT ON GRADE LAN LOCAL AREA NETWORK LOUVER
,..
LAV LAVATORY CONTACT: T F 1; P:E: A
COORD COORDINATE T TREAD a,„ _ r
PH1;
CONTACT;:", 570, EXT 2
CPT CARPET LB POUND TAN TANGENT TOILET &BATH _
KEYNOTE 1
LH LEFT HAND
CRS COLD -ROLLED STEEL TEL TELEPHONE ❑ ACCESSORY
TELDER POWELLANDHINKLE.COM
CSK
COUNTERSUNK LHA LEFT HAND ACTIVE T&G `TONGUE '& GROOVE @ - -
- a
LHR LEFT HAND REVERSE TV N n,
CT CERAMIC TILE TELEVISION PARTITION
LH D REVERE l�l4 -
CTR CENTER RA LEFT HAND S TYP TYPICAL " TYPE �- -
..CIN COLD: WATER LINE
ACTIVE
LIC LIGHTWEIGHT INSULATING UC UNDERCUT -
D DEPTH H UNIT HEATER
GENERAL NOTES
LIN LINEAR U -
DBL DOUBLE NO ' UNLESS NOTED OTHERWISE
DEMO DEMOLITION
LPT LOW POINT
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING
DEPT DEPARTMENT VCT VINYL COMPOSITION TILE -- -- -
DETAIL M- METERS VERT VERTICAL
CONDITIONS BEFORE COMMENCING WITH ANY PHASE OF THE WORK. NOTIFY --
DET y . __ -------- __
THE ARCHITECT OF ANYCONFLICTS- OMISSIONS PRIOR T -
DF DRINKING FOUNTAIN MATL MATERIAL VEST VESTIBULE
C OR O
DIA DIAMETER MAX MAXIMUM VTR VENT THROUGH ROOF
COMMENCEMENT OF THE CONTRACT WORK. - -
MC MEDICINE CABINET DIFF DIFFUSER M C VWC VINYL WALL COVERING
2. -THESE DRAWINGS SHALL N B ED FOR THE PURPOSES OF
NOT E SCALED
DIM DIMENSION
MECH MECHANICAL -- -
CONSTRUCTION. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS
MEMB MEMBRANE W -- - --- - --- ----
DN DOWN WIDE
OR INFORMATION, THE GENERAL CONTRACTOR' SHALL NOTIFY THE
DR DOOR MFR MANUFACTURER W/ WITH
ARCHITECT F - - - -- - - -
DS DOWNSPOUT MH MANHOLE W/O WITHOUT
R OR CLARIFICATION.
MIDMIDDLE_ _-- -- - ---
DWG DRAWING WC WATER CLOSET OR
THE NERALPROVIDE- - - = -- --
MIN MINIMUM WALL COVERING
3 GE CONTRACTOR SHALL A FULL SET OF CONSTRUCTION : ---- --
DOCUMENTS TO ALL SUBCONTRACTORS. ALL COORDINATION BETWEEN
MISC MISCELLANEOUS CTOR---___-- -
E EAST WCO WALL CLEANOUT --
TRADES SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL
E
A EACH MO MASONRY OPENING WD WOOD -- - --- - --- -
CONTRACTOR.
MRB MOLD/MOISTURE-RESISTANT W T R _ --
EF EXHAUST FAN H `WATER HEATER O
R
EIFS
EXTERIOR INSULATION AND GYPSUM BOARD WALL HYDRANT
4. DETAILS REFERREDT -
TO "TYPICAL" ALL BE CONSIDERED AS A
FINISH SYSTEM MTD' MOUNTED WP WATERPROOFING
CAL SH TYPICAL
CONDITION REPEATED' THROUGHOUT E` PROJECT WHETHER
--
EXPANSION JOINT MTL METAL WT WEIGHT GHOUT TH E - -_ EJEXPANSION
EL ELEVATION WWM WELDED WIRE MESH REFERENCED OR NOT.
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PROJECT NO.
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ISSUE DATE:
08/02/17
REVISIONS
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PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS
DRAWN BY:
SAB
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PROJECT DESCRIPTION:
USE AND OCCUPANCY CLASSIFICATION-
(FBC C
APTER 3).
FIRE AND SMOKE PROTECTION FEATURES (FBC CHAPTER 7 &FFPC LSC).
MEANS OF EGRESS .(FBC CHAPTER 10 &FFPC.-LSC CHAPTERS 7 & 36).
THIS PROJECT IS FOR THE ALTERATION (LEVEL 3) OF AN EXISTING
OCCUPANCY TYPE MERCANTILE GROUP M (CLAS
(
SC C < 3,000 SQ. FT. -
)
CONCEALED SPACES FBC 718 :
CON ( )
-
EGRESS CAPACITY FACTORS (FFPC LSC TABLE 7.3.3.1).
SINGLE -TENANT ONE-STORY BUILDING (FORMERLY OCCUPIED BY
TYPE TYPE IV HT
O ( ) ( )
( )
CONCEALED WALL SPACES. IN .COMBUSTIBLE CONSTRUCTION FIREBLOCKING
OCCUPANCY .
LOAD (FBC TABLE 1004.1.2).
RADIO SHACK) TO A NEW MARKETING/SALES CENTER FOR FLEET
TYPES OF CONSTRUCTION (FBC CHAPTER 6).
( )
FIREBLOCKING: IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE
STAIRWAYS 0.3 INCH (WIDTH/PERSON)
LANDING.
CONSTRUCTION CLASSIFICATION FBC 602 •
X
( )
INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS BOTH VERTICAL AND
(
LEVEL COMPONENTS &RAMPS 0.2 INCH (WIDTH/PERSON)
( is HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS,
tltKt WILL = INU UNANUt IN UUUUrANL;T.
PRIMARY STRUCTURAL FRAME
BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE.
MINIMUM CLEAR OPENING OF EXIT DOORS FFPC-LSC 7.2.1. 2.
( 3.2) = 32 IN.
6.
TYPE I (A) TYPE III (B)
( )
( )
N
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FBC-PLUMBING CHAPTER 4):
0 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS�CLASS B
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EXISTING BUILDING CONSTRUCTION IS COMPOSED OF WOOD ROOF
TYPE TYPE IV HT
O ( ) ( )
( )
CONCEALED WALL SPACES. IN .COMBUSTIBLE CONSTRUCTION FIREBLOCKING
OCCUPANCY .
LOAD (FBC TABLE 1004.1.2).
SHEATHING ON 2X10 WOOD ROOF JOISTS AT 24" O.C. BEARING ON
TYPE II (A) ( ) TYPE V (A)
( )
SHALL BE PROVIDED IN CONCEALED SPACES OF -STUD WALLS AND PARTITIONS,.
0
EXTERIOR 8 NOMINAL CONCRETE MASONRY UNITS CMU AND
(CMU)
E it B TYPE V B
O ( ) O
X
( )
INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED
(�
BUSINESS 1,983 GSF X-1 PERSON/100 GSF ) = 20 PERSONS
INTERIOR STEEL BEAMS SUPPORTED BY STEEL PIPE COLUMNS.
TYPE III (A) ( )
FLOOR CONSTRUCTION
STUDS, AS FOLLOWS.
2
SEMINAR ROOM 682 NSF X 1 PERSON/15 NSF () =46 PERSONS
--
SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, NEW
` X NO
MIXED CONSTRUCTION: YES ( ) ( )
v
1. VERTICALLY AT THE CEILING AND FLOOR LEVELS.
-----
TOTAL =66PERSONS
N
PARTITI O S, INTERIOR O DOORS AND FRAMES, INTERIOR FINISHES,
-
, 2. A HORIZONTALLY AT INTERN
O _LS NOT EXCEEDING 10 FEET:.
_
NOTE1: PER `FFPC LSC TABLE 7.3.1.2, MERCANTILE USE FLOORS OR PORTIONS OF
MECHANICAL, PLUMBING, AND ELECTRICAL.-
GENERAL BUILDING HEIGHTS AND AREAS FBC CHAPTER
(
5
CONS ECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES: FIREBLOCKING
FLOORSUSED ONLY FOR OFFICES SHALL REFER TO BUSINESS USE FOR
APPLICABLE OCCUPANT LOAD FACTOR.
SCOPE OF WORK ALSO INCLUDES MODIFICATIONS TO THE EXTERIOR
SPRINKLED: YES( NO (X) TYPE: NFPA 13
) NFPA 13R ( )
SHAT L BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
0
WALLS AS REQUIRED TO ACCOMMODATE A NEW ALUMINUM FRAMED�:,
Y
STUD.WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES
NOTE 2. SEMINAR ROOM TO BE PROVIDED O DED WITH TABLES AND CHAIRS.
ENTRANCE DOOR AND SIDELIGHT ON THE WEST ELEVATION AND
MAXIMUM ALLOWABLE HEIGHT AND BUILDING ARE
S (FBC TABLE 503 & 504.2).
CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN
THREE NEW ALUMINUM-FRAMEDT REFR NT
S O O WINDOWS ON THE
N
CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,
EGRESS CAPACITY -PROVIDED:
EAST ELEVATION.
MAX. ALLOWABLE HEIGHT = 40 FT
�
DROP CEILINGS COVE CEILINGS AND SIMILAR LOCATIONS.
0
PLEASE NOTE THAT THE`MODEL.KITCHEN IS FOR SALES PURPOSES
.
ALL OWABLE NUMBER. OF STORIES 1 STOR
4:
DRAFTSTOPPING IN FLOORS (FBC 718.3,3.): IN COMBUSTIBLE CONSTRUCTION,
DOOR 101 36„ EXIT DOOR 32„ CLEAR X 0.2 /PERSON = 160 PERSONS
i n „
DOOR 1106 36 EXIT DOOR. 32 CLEAR) X 0.2 /PERSON = 160 PERSONS
AND ALL
ONLY APPLIANCES EXCEPT FOR THE REFRIGERATOR WILL
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DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE HORIZONTAL FLOOR/CEILING=
TOTAL - 320 PERSONS
NOT BE CONNECTED TO EITHER POWER AND/OR WATER.
TABULAR BUILDING AREA PER STORY. 9,000,'3Q.
FT.
ASSEMBLIES, SUCH THAT HORIZONTAL :FLOOR AREAS DO NOT EXCEED 1,000 SQ. FT.
MINIMUM NUMBER OF EXIT -
S REQUIRED PER FLOOR (FFPC LSC 7:4.1.1). TWO
.APPLICABLE CODES:
EXISTING BUILDING HEIGHT AND FLOOR AREAS:
N
DRAFTSTOPPING IN :ATTICS (FBC 718.4.3). IN COMBUSTIBLE CONSTRUCTION,
M
o
�7
DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE ATTIC SPACES AND
MINIMUM CLEAR CORRIDOR/PASSAGEWAY WIDTH( FBGTABLE 1018.2).
1. FLORIDA BUILDING CODE - EXISTING BUILDING 5TH EDITION 2014
BUILDING= '-
HEIGHT 21 6 (MAX.. ROOF PEAK)
M
CONCEALED,ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT
2. FLORIDA BUILDING CODE - BUILDING 5TH EDITION 2014 FBC
NU =
NUMBER OF STORIES 1 STORY
EXCEED 3,000 SQ. FT.
44 INCHES, 36 INCHES WHERE CAPACITY IS LESS THAN 50 PERSONS
O
3. FLORIDAACCESSIBILITY RIDA A IBILI CODE D FOR BUILDING CONSTRUCTION
BUILDING AREA = 2,665 GROSS SQ. FT.
2012 (FACBc)
INTERIOR FINISHES (FBC CHAPTER 8):
MAX. ALLOWABLE DEAD _ .
END CORRIDOR LENGTH (FFPC LSC 36.2.5.2.2). 20 FT
TYPES OF CONSTRUCTION (FBC CHAPTER 6):
_-
4: FLORIDA FIRE PREVENTION .CODE 5TH EDITION FIRE CODE
-RESISTANCE RATING
.,;
INTERIOR WALL & CEILING
INTE G FINISH REQUIREMENTS (FBC TABLE 803.9).
MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL FFPC-LSC 36.2.5.3.1):75 FT
(
(FFPC-FC)
FIRE REQUIREMENTS FOR BLDG.
ELEMENT FBC TABLE 601
_
5. FLORIDA FIRE PREVENTION CODE 5TH EDITION LIFE SAFETY
INTERIOR EXIT STAIRWAYS,1 T
INTERIOR EXIT RAMPS CLASS A
MAX - •
LMUM TRAVEL DISTANCE TO SINGLE EXIT FFPC LSC 36,2.6.1.150 FT
( )
CODE (FFPC-LSC)
ASSEMBLIES/COMPONENTS
HOURLY RATINGS
AND EXITPASSAGEWAYS` .
._
0
ROOF CONSTRUCTION 0 RIOROOR FINISH REQUIREMENTS FBC 804
CLASSIFICATION OF WORK FBC-EXISTING CHAPTER 5 INTE Q ( ) WATER CLOSETS. 1 PER 500
,' VATflRIE 1 PER 750
n.>k
505.1 SCOPE: LEVEL 3 ALTERATIONS APPLY WHERE THE WORK A NOTE: NOT LESS THAN THE FIRE -RESISTANCE RATING BASED ON FIRE ALL SRACES NOT LESS THAN CLASS II D ING F UNTAIN: 1 PER 100
SEPARATION DISTANCE.
EXCEEDS 50% OF THE AGGREGATE AREA OF THE BUILDING.' SER SINK. 1 SERVICE SINK
.: ,� IRMCHAPTER
- ES INTERIOR EN'S 0 ENT FBC
_ ISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE INTE (
505.2 APPLICATION: LEVEL 3 ALTERATIONS SHALL COMPLY WITH SEPARATE FACILITIES FOR EACH SEX SHALL NOT BE REQUIRED IN MERCANTILE
SEPA SON DISTANCE (FBC TABLE 602
:,
PROVISIONS OF CHAPTERS 7 AND 8 FOR LEVEL 1 AND 2 ) OCCUPANCIES ICH_THE MAXIMUM OCCUPANY LOAD IS 100 OR FEWER.
TOII=.ET A BATHROOM REQUIREMENTS.
ALTERATIONS, RESPECTIVELY, AS WELL AS THE PROVISIONS OF � ��_
X 5 FT 1 HOUR 10 F <_ X< 3 FT
0 O HOURS NUMBER OF PLUMBING FIXTURES CHAPTER 9 LEVEL 3 ALTERATIONS). ., REQUIRED.
( ) FLOORS WALL BASES. TOILET ROOM FLOOR FINISH MATERIALS SHALL HAVE A 4
5 FT X < 1 > A44 -WALL ,.
;.. 0 FT 1 HOUR X_ 0 FT 0 HOURS
; u
SMOOTH, HX4a NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS
WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE THAT
WATER CLOSETS. 1
NORTH LL (> 30 FT) _. 0 HOURS LAVATORIES: 1
EXTENDS UPWARD ON THE WALLS NOT LESS THAN 4 INCHES:
EAST WAL (> 30 FT, SHERRY DRIVE) 0 HOURS DRINKING FOUNTAIN:' 1
SOU _ ,
1
SOUTH WA (> 30 FT, ATLANTIC BLVD.) 0 HOURS SERVICE SINK
WALLS.AND PARTITIONS. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE
WEST WALL (> 30 FT) = 0 HOURST
SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
NONABSORBENT SURFACE, TO'A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE NUMBER OF PLUMBING FIXTURES PROVIDED:
, ,
FLOOREXCEPT FOR STRUCTURAL ELEMENTSTHE MATERIALS USED IN SUCH
�.
WALLS'SHALL-'.BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. WATER CLOSE'S: 3
LAVATORIES. 3
...
ING
R
DRINKING FOUNTAIN: 1 COMBINATION HIGH -.LOW DRINKING FOUNTAIN
SERVICE SINK: 1
IF SHEET IS LESS THAN 22 X 34”, IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY
PRIMARY STRUCTURAL FRAME
0
PLUMBING
6.
FLORIDA BUILDING CODE - MECHANICAL CODE 2014
BEARING WALLS EXTERIOR L S - O
N
0
FBC-PLUMBING CHAPTER 4):
0 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS�CLASS B
7.
FLORIDA BUILDING CODE - ENERGY CON
D SERVATION 2014
BEA -
RING WALLS ..INTERIOR
0 STAIRWAYSAND EXIT ACCESS RAMPS
:. MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES TABLE 403.1
8.
FLORIDA BUILDING CODE - PLUMBING CODE 2014
NON-BEARING WALLS &PARTITIONS - EXTER
OR
0
9.
NATIONAL ELECTRICAL CODE 2011
NON-BEARING WALLS & PARTITION - INTERIOR
a
0 ROOMS AND ENCLOSED SPACES: CLASS C MERCA _ LE GROUP M
M
FLOOR CONSTRUCTION
z
a
0
ROOF CONSTRUCTION 0 RIOROOR FINISH REQUIREMENTS FBC 804
CLASSIFICATION OF WORK FBC-EXISTING CHAPTER 5 INTE Q ( ) WATER CLOSETS. 1 PER 500
,' VATflRIE 1 PER 750
n.>k
505.1 SCOPE: LEVEL 3 ALTERATIONS APPLY WHERE THE WORK A NOTE: NOT LESS THAN THE FIRE -RESISTANCE RATING BASED ON FIRE ALL SRACES NOT LESS THAN CLASS II D ING F UNTAIN: 1 PER 100
SEPARATION DISTANCE.
EXCEEDS 50% OF THE AGGREGATE AREA OF THE BUILDING.' SER SINK. 1 SERVICE SINK
.: ,� IRMCHAPTER
- ES INTERIOR EN'S 0 ENT FBC
_ ISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE INTE (
505.2 APPLICATION: LEVEL 3 ALTERATIONS SHALL COMPLY WITH SEPARATE FACILITIES FOR EACH SEX SHALL NOT BE REQUIRED IN MERCANTILE
SEPA SON DISTANCE (FBC TABLE 602
:,
PROVISIONS OF CHAPTERS 7 AND 8 FOR LEVEL 1 AND 2 ) OCCUPANCIES ICH_THE MAXIMUM OCCUPANY LOAD IS 100 OR FEWER.
TOII=.ET A BATHROOM REQUIREMENTS.
ALTERATIONS, RESPECTIVELY, AS WELL AS THE PROVISIONS OF � ��_
X 5 FT 1 HOUR 10 F <_ X< 3 FT
0 O HOURS NUMBER OF PLUMBING FIXTURES CHAPTER 9 LEVEL 3 ALTERATIONS). ., REQUIRED.
( ) FLOORS WALL BASES. TOILET ROOM FLOOR FINISH MATERIALS SHALL HAVE A 4
5 FT X < 1 > A44 -WALL ,.
;.. 0 FT 1 HOUR X_ 0 FT 0 HOURS
; u
SMOOTH, HX4a NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS
WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE THAT
WATER CLOSETS. 1
NORTH LL (> 30 FT) _. 0 HOURS LAVATORIES: 1
EXTENDS UPWARD ON THE WALLS NOT LESS THAN 4 INCHES:
EAST WAL (> 30 FT, SHERRY DRIVE) 0 HOURS DRINKING FOUNTAIN:' 1
SOU _ ,
1
SOUTH WA (> 30 FT, ATLANTIC BLVD.) 0 HOURS SERVICE SINK
WALLS.AND PARTITIONS. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE
WEST WALL (> 30 FT) = 0 HOURST
SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
NONABSORBENT SURFACE, TO'A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE NUMBER OF PLUMBING FIXTURES PROVIDED:
, ,
FLOOREXCEPT FOR STRUCTURAL ELEMENTSTHE MATERIALS USED IN SUCH
�.
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LAVATORIES. 3
...
ING
R
DRINKING FOUNTAIN: 1 COMBINATION HIGH -.LOW DRINKING FOUNTAIN
SERVICE SINK: 1
IF SHEET IS LESS THAN 22 X 34”, IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY
PORTABLE FIRE TINGUISHERS:
CLASSIFICATION O .' HAZARD OF CONTENTS (FFPC-LSC 38.1.5):
y
ORDINARY HAZARD
>c”
FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS A HAZARDS
(FFPC-FC TABLE 13.6:8.2.1.1):
MINIMUM RATED SINGLE EXTINGUISHER = 2-A'
MAXIMUM FLOOR'AREA PER UNIT OF A = 1,500 SQ. FT. (ORDINARY)
MAXIMUM FLOOR AREA FOR EXTINGUISHER = 11,250 S.F.
MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER = 75 FT.
ALL FIRE EXTINGUISHERS SHALL BE 10# ABC MULTI-PURPOSE DRY CHEMICAL TYPE
1,))
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS
DRAWN BY:
SAB
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CLASSIFICATION O .' HAZARD OF CONTENTS (FFPC-LSC 38.1.5):
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ORDINARY HAZARD
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FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS A HAZARDS
(FFPC-FC TABLE 13.6:8.2.1.1):
MINIMUM RATED SINGLE EXTINGUISHER = 2-A'
MAXIMUM FLOOR'AREA PER UNIT OF A = 1,500 SQ. FT. (ORDINARY)
MAXIMUM FLOOR AREA FOR EXTINGUISHER = 11,250 S.F.
MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER = 75 FT.
ALL FIRE EXTINGUISHERS SHALL BE 10# ABC MULTI-PURPOSE DRY CHEMICAL TYPE
1,))
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS
DRAWN BY:
SAB
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CLASSIFICATION O .' HAZARD OF CONTENTS (FFPC-LSC 38.1.5):
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ORDINARY HAZARD
>c”
FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS A HAZARDS
(FFPC-FC TABLE 13.6:8.2.1.1):
MINIMUM RATED SINGLE EXTINGUISHER = 2-A'
MAXIMUM FLOOR'AREA PER UNIT OF A = 1,500 SQ. FT. (ORDINARY)
MAXIMUM FLOOR AREA FOR EXTINGUISHER = 11,250 S.F.
MAXIMUM TRAVEL DISTANCE TO FIRE EXTINGUISHER = 75 FT.
ALL FIRE EXTINGUISHERS SHALL BE 10# ABC MULTI-PURPOSE DRY CHEMICAL TYPE
1,))
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS
DRAWN BY:
SAB
LS1 A
LIFE SAFETY PLAN LEGEND
NUMBER OF OCCUPANTS
11 USING EXIT
- 16w_
EXISTING EXIT
EGRESS CAPACITY OF EXIT
(1) 36" DOOR
32" CLEAR WIDTH'
--- ROOM AREA
160 PERSONS MAX. EGRESS
CAPACITY 150
5 1 - NUMBER OF OCCUPANTS
(0.2" PER OCCUPANT) NTS
HARDWARE (:EXISTING): `-
OCCUPANT LOAD
FACTOR
HEAVY-DUTY EXIT DEVICE
(ARM -A -DOR)
EGRESS TRAVEL ROUTE
FE FIRE EXTINGUISHER
FEc FIRE EXTINGUISHER CABINET
SALES
MANAGER
EMERGENCY EXIT SIGN WITH
wEMERGENCY EGRESS LIGHTING
SALES 07
0
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3 1 33 1
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1
LIFE SAFETY PLAN GENERAL NOTES
0 EXIST.
TOILET 1 %1D 1
1 00 wo ► A. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF ALL APPLwo ICABLE FIRE
111 _ 1 .•
1 ALARM DEVICESPULL STATIONS, � • •� (E.G.( NS, AUD10/VISUAL ALARMS, STROBE
1 Rev "'' 1 ALARMS AND SMOKE
DETECTORS).
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1 � • ,, ♦ ' CORRIDOR B; IN ACCORDANCE WITH fFPC-.LSC 7.2..1.5,. ALL EXIT DOOR LEAVES SHALL
1 -�, = 4 BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE
o wwo 00 vEL000 100C WHENEVER THE BUILDING IS OCCUPIED.
IT/ELEC 00( C. IN ACCORDANCE WITH FFPC-LSC 7.2.1.5.3, LOCKS INCLUDING
STAFF • FEC
FE O _, ELECTRONIC LOCK
112 SETS WITH ACCESS .CONTROL) SHALL NOT. REQUIRE
- 0 BREAK -
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THE USE OF A KEY, A TOOL OR SPECIAL KNOWLEDGE OR EFFORT.
ROOM
p� x D. ALL DOORS AND FINISH HARDWARE SHALL BE COMPLIANT WITH THE
110 o ay
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FLORID
— om A ACCESSIBILITY CODE FOR BUILDING - MEN WOMEN: G CONSTRUCTION (FACBC).
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104 103 I . S _ D 4
1E_ ETAIL 1iAl2.1 FOR TYPICAL FIRE EXTINGUISHER
O 106 CABINET
i
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ELEVkUON.
r}
EXIST.
0
J. E., SE ET AIL 3/Al2.1 FOR TYPICAL FIRE EXTINGUISHER & MOUNTING
m:
A/C j 0 .. _.. BRA KET ELEVATION.
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14 - -
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- _ _ LIFESAFETY3 $Tv KEY NOTES
MAX. TRAVEL DIST. = 80
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EXIST
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. = ♦ 081 PROVIDE A LI H -
A/C
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•.. MEASUR. G 8 X 8: OF A BRIGHT RED REFLECTIVE COLOR. SEE
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EXTERIOR E
LEVATION 1/A3.1 FOR INSTALLATION ION HEIGHT.
t 1
I I 105 2. PROVIDE A SURFACE
1 1 M011NTED RAPID ENTRY KEY BOX EQUAL TO
Li 1 REF ' ..
KNO`X-13OX 3200 SERIES. INSTALL CENTER OF BOX AT 72" ABOVE FINISH
OCCUPANT LOAD 1 1 FLOOR:: CONFIRM INSTALLATION HEIGHT WITH FIRE DEPARTMENT PRIOR
BASED ON 1 O , �
1 TO INS�f ALLATION.
ASSEMBLY 1
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UNCONCENTRATED � ,, COPY TO
ExIST. MOD L WORK
READ EXIT WITH
1 (— RECEPTION GRADE 2 BRAILLE BELOW AND SHALL FEATURE A
A/C (TABLES .& CHAIRS) 1
1 I Dw KITGNEN ROOM PICTO RAM SHOWING A PERSON EXITING THROUGH A DOOR. INSTALL
_ I :.101 ,,
1 TOP OF SIGN PANEL AT 5-1 A.F.F.
105 DO 102 SEE TYPICAL DETAIL 6/Al2.1
1
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IF SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT -
SCALE. REDUCED ACCORDINGLY
SCALE. 1/4" 1
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS:
DRAWN BY:
SAB
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PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS:
DRAWN BY:
SAB
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SCALE. 1/4" 1
PROJECT NO.
17032
ISSUE DATE:
08/02/17
REVISIONS:
DRAWN BY:
SAB
.II uarx I FLAN KEY NOTE 1 ON SHEET LS2.1.
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T ISSUE DATE:
LOCATIONS WHERE
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� a ° 08/02/17
TELEVISIONS TOILET &BATH ACCESSORIES., SHELVING) ARE TO BE
I , ;: REVISIONS:
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34 6$
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NEW ALUMINUM -FRAMED ENT G. PROVIDE WALL -MOUNTED ACCESS DO
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SCALE: 1
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STUD CAVITY IN ORDER TO ACCOMMODATE SOUND ATTENUATION
0 21 4 8
BLANKETS BETWEEN THE DEVICES WITHOUT COMPRESSING THE
BLANKETS. All
COORDINATE WITH INTERIOR DESIGN CLEAN. WALL PLAN.
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WIDTH OF 6".
2.
LED L HT WALL GLAZER. SEE FIXTURE TYPE "C" ON SHEET E1.0.
3.
GYPS M BOARD SOFFIT WITH CONTINUOUS LED LIGHT COVE. SEE
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4.
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(Dcli
INDICATED.
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LOWER'FINISH CEILING HEIGHT IN WORKROOM 102 AS REQUIRED TO
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ISSUE DATE
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REVISIONS:
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ISSUE DATE :
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PROJECT NO.
17032
ISSUE DATE :
08/02/17
REVISIONS:
DRAWN BY:
SAB
15'-6 7/8"
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ONE WOOD CHAR RAIL 4010 PROJECT NO.
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6 11 . " ISSUE DATE
WOOD BASE, TYPICAL T 08/02/17
REVISIONS:
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3 WOMEN 103
4 WOMEI��r OMEN 104(OPP.)5MEN 104
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SCALE: 1/2" 1'
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=
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3'-0" 2,_811 21_8..
0 1. DIMENSIONS INDICATED,"ARE NOMINAL BASED ON MASONRY OPENINGS AND DO NOT TAKE
1 INTO ACCOUNT ANY BLOCKING, SHIMS OR SEALANT JOINTS. FIELD -VERIFY ALL ROUGH ---- .i
A&2 I A8.2 1 OPENINGS PRIOR TO FABRICATION. SUBMIT PRODUCT DATA AND SHOP DRAWINGS TO = ',
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ARCHITECT FOR REVIEV AND APPROVAL. ® '
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.i 2. ALUMINUM -FRAMED STOREFRONT TO BE EQUAL TO KAWNEER TRIFAB' VERSAGLAZE 451 OR ; a--
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EQUAL WITH A COLOR ANODIC FINISH TO MATCH EXISTING.,,
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N 4. GLAZING TO BE 1" LOW -E -COATED, TINTED INSULATING GLASS WITH A MAXIMUM SOLAR
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4 T`
TO MATCH EXISTING.
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ALUMINUM.,FRAMED ALUMINUM -FRAMED
ENTRANCE & STOREFRONT STOREFRONT WINDOW
IF SI EET IS LESS THAN 22- X 34-, IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
PROJECT NO:
17032
ISSUE DATE
08/02/17
REVISIONS
DRAWN BY:
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STAFF BREAK ROOM 110
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106
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SALES GE 0
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PASSAGE LOCK F10
108
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CORRIDOR 100C
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8/A8.2 02 PASSAGE LOCK (F10)
- - _ --
8JA8.2 _ 04 CLOSER, PASSAGE LOCK (F10)
--
EXIST. H.M.DOOR &FRAME WIT - _ _
H HEAVY-DUTY PANIC EXIT DEVICE (ARM A DOR)
110
ROOM 110
STAFF BREAK 00
A
FROM
-
STAFF BREAK ROOM 110
3'-0" X 7'-011
-
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LHR
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EXTERIOR
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-
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111
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STAFF BREAK ROOM 110
- ----
TO
EXISTING TOILET 111
- --
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TO
IT/ELEC 112
P -
112 STA FF BREAK ROOM 110
_ _ _ _ 02 EXIST. H.M. DOOR & FRAME -.RELOCATED, KEYED ENTRY LOCK (F51`A)
DOOR HAND
R
DOOR TYPES
FRAME TYPES
DOOR NOTES
BHA
BOTH HANDS ACTIVE
1 11
6 -4
AS REQ'D
A. ALL NEW INTERIOR WOOD DOORS T B
O E WDMA CUSTOM D. ALL DOOR VISION LIGHTS IF PROVIDED: MUST BE
BHRA
BOTH HANDS REVERSE ACTIVE
1
3
11
0
,_ 11
3 0
3 -4 11
1 11
3 -0
GRADE OPAQUE AQUE FINISH STILE. AND RAIL CONSTRUCTION, INSTALLED
, SO THAT BOTTOM OF GLAZED PANEL IS
LH
LEFT HAND
,. �.
-GLASS
-
MEDIUM-DENSITY.1
FIBERBOARD- PREHUNG DOORS
O S LOCATED 43 MAXIMUM ABOVE FINISH FLOOR IN
COMPLETE WITH FRAMES AND HARDWARE, ALL ACCORDANCE WITH FACBC SECTION 404.2.11.
LHA
LEFT HAND ACTIVE
--
-
��
LOCKSETS TO BE: COORDINATE WIDTH OF STILE TO ACCOMMODATE
LHR
LEFT HAND REVERSE
SPECIFIED DOOR
O HARDWARE BETWEEN EDGE OF DOOR
LEFT ANREVERSE ACTIVE
MANUFACTURER: ER. SCHLAGE AND VISION LIGHT.
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RIGHT HAND
STYLE: ACC10 ENT (ACC) E. SEE MECHANICAL DRAWINGS FOR ANY REQUIRED DOOR
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RIGHT HAND REVERSE
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RHRA
RIGHT HAND REVERSE ACTIVE.
a
F. SEE STRUCTURAL DRAWINGS FOR REQUIRED
D
SHAKER
-_
-
B. ALL EXIT DOOR 00 HARDWARE INCLUDING POSITIVE/NEGATIVE DESIGN PRESSURES FOREXTERIOR
-
�T
ACCESS-CONTROLLED (IF APPLICABLE TO BE REA . � Y DOORS.
, .
1
F2
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OPERABLE FROM THE EGRESS SIDE WITHOUT THE_U�E�
OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT IN J G. EXISTING ENTRANCE DOOR TO BE CONVERTED TO q
= {
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EXIT DEVICES, DEPRESSING TOUCHBAR RETR4UT BAR, CLOSERS, SIGNAGE AND EMERGENCY EXIT LIGHT.
LATCHBOLT. FOR LOCKSETS TURNING INSIDE L R PATCH AND REPAIR DOOR AND WALL AS REQUIRED.
RETRACTSLATCHBOLT.
-
-3
.. H. WOOD DOOR CASING WC -2 TO BE MOULURE
C. ALL DOORS AND FINISH HARDWARE SHALL BE COMPLfAiT
ALEXANDRIA OW356 CASING, PRIMED FINGER JOINTED
WITH THE REQUIREMENTS OF SECTIONS 404.2.7 ., PINE, SIZE 11/16" X 2-1/4".
THROUGH 404.2.11 OF THE 2012 FLORIDA ACCESSIBILI
CODE FOR BUILDING CONSTRUCTION FACBC .
3'-0" 2,_811 21_8..
0 1. DIMENSIONS INDICATED,"ARE NOMINAL BASED ON MASONRY OPENINGS AND DO NOT TAKE
1 INTO ACCOUNT ANY BLOCKING, SHIMS OR SEALANT JOINTS. FIELD -VERIFY ALL ROUGH ---- .i
A&2 I A8.2 1 OPENINGS PRIOR TO FABRICATION. SUBMIT PRODUCT DATA AND SHOP DRAWINGS TO = ',
1 �
ARCHITECT FOR REVIEV AND APPROVAL. ® '
col
e
2
.i 2. ALUMINUM -FRAMED STOREFRONT TO BE EQUAL TO KAWNEER TRIFAB' VERSAGLAZE 451 OR ; a--
�_2�
EQUAL WITH A COLOR ANODIC FINISH TO MATCH EXISTING.,,
p 2
a ,.,,�
c, 2=x 3. ENTRANCE DOOR TO BE'`1-3/4" THICK NARROW STILE DOOR WITH AD -
3- A8.2 ��. , A BOTTOM RAIL AND
Y i ft o co A8.2 A„. ". y
,F f A8.2
COLOR ANODIC FINISH TO MATCH EXISTING. PROVIDE PUSH/PULL EQUAL TO KAWNEER
o OPP. o
OPP. CP-II/CO-9, OFFSET PIVOTS DEADLOCK WITH TH MBTURN AND CYLINDER, l� ER, ` PARALLEL ARM
CLOSER (WITH COVER), ADA -ACCESSIBLE THRESHOLD, COMPRESSION TYPE
I
WEATHERSTRIPPING; AND WEATHER SWEEP.
3
i t 4
: Q
N 4. GLAZING TO BE 1" LOW -E -COATED, TINTED INSULATING GLASS WITH A MAXIMUM SOLAR
HEAT GAIN COEFFICIENT OF 0.25 AND U -FACTOR 0.50. SAFETY GLAZING IS REQUIRED. TINT
4 T`
TO MATCH EXISTING.
5 g
A8.2 A8.2 A$.2
�l B
O _
ALUMINUM.,FRAMED ALUMINUM -FRAMED
ENTRANCE & STOREFRONT STOREFRONT WINDOW
IF SI EET IS LESS THAN 22- X 34-, IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
PROJECT NO:
17032
ISSUE DATE
08/02/17
REVISIONS
DRAWN BY:
SAB
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IF SI EET IS LESS THAN 22- X 34-, IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
PROJECT NO:
17032
ISSUE DATE
08/02/17
REVISIONS
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IF SI EET IS LESS THAN 22- X 34-, IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
PROJECT NO:
17032
ISSUE DATE
08/02/17
REVISIONS
DRAWN BY:
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ISSUE DATE
08/02/17
REVISIONS:
DRAWN BY:
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P A9.1
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRIN; . SCALE RPUCED ACCORDI ' 4. LY
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ISSUE DATE
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REVISIONS:
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ISSUE DATE
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REVISIONS:
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.
SOUND ATTENUATION BATTS - SIZE-
5/8" GYPSUM WALLBOARD b q
DETERMINED BY PARTITION TYPE
BOTH SIDES, a
4'
- CONT. METAL TRACK - ATTACH
-CONT. METAL TRACK -ATTACH
WITH FASTENERS AT 24" O.C.
WITH F.A�
ASTENERS AT 24" O.C.
AND 6" FROM ENDS
��
AND 6 FROM ENDS
T BASE AS SCHEDULED
PROJECT NO.
- BASE AS, SCHEDULED 17032
CONT. ACOUSTICAL SEALANT-
ISSUE DATE:
-- CONT. ACOUSTICAL SEALANT 08/02/17
(BOTH SIDES)
WHERE REQUIRED REVISIONS
FLOOR FINISH AS SCHEDULED
- FLOOR FINISH AS SCHEDULED
TOP OF EXISTING CONC. SLAB
-TOP OF EXIST. CONC. SLAB
— — - — — — — — z GWB PARTITION STC -45 s GWB PARTITION 9
SCALE: 3" = 1'-0" 092900-01 A0.1 Al2.1 SCALE: 3" 1'-0" 092900-02 A0.1 Al2.1
7" 1'/2' DRAWN BY:
SAB
GRADE 2 BRAILLE
IGN TYPE BB7 6
101400=01 A5.1 Al2.1'`
IF SHEET IS LESS THAN 22" X-34", IT IS A REDUCED PRINT - SCALE REDUCED`ACCORDINGLY
finish schedule
studio l-2.1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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evisions:
lo. name date
3sue date:
1_017.08.02
ID100
finish schedule
ceilings
.
specialty wall finish
carpet, continued
p l
cabinetry, continued
aCOUStICaI the
SWF-1 duchateau
-CPT-2 manufacturer: masland
C-3 advanta
ACT -1 manufacturer: armstrong
product: tresses
101
(reception ) species: walnut
product::chacha7ssl
(seminar 105).. color: 88103 express
collection: tuscany 5 -piece
(staff break room product: 478tuf raised panel w universal access •
p / s base cabinets
(front of house) product: #1912 Ultima
color: american walnut
content. universal 6 6
, ��
size: 12 -0 wide broadloom
110) species: birch
p
• �� " ��
size: 24 x.24.. x 3/4
size: 26-1/16"w x 15-5/8"h
* / *
repeat: 36"w x 30"I
finish; espresso
edge:
note: 8 week lead time
backing: woven polypropylene with unitary
hardware:
surface color: white..
e color
gliderite
suspension system: 9/16" grid
pull: 87380-p
size: 3"
ACT -2 manufacturer: armstrong
trim
finish: pewter
(back of house) product: #1772 dune
size: 24" x 24" x 3/4"
T-1 manufacturer: benjamin moore
engineered Vinyl floor
e-4 advanta
edger square
color: silver satin 856
collection: tuscan ece
Y 5- ip•
surface color: white
(typical) finish: semi -gloss
EVF-1 manufacturer: spartan surfaces
(model kitchen product: 478tuf raised panel
suspension system: 15/16" grid
product: hushcore
105a island species: birch
- (reception,
( p calor: caramel syrup hc1110
cabinets) finish: vanilla cream
corridors}size: 7" x 48"
note: interior melamine to be match exterior
vinyl wa l lcove ri ng
installation: random
hardware:
gliderite
EVF-2 manufacturer: spartan surfaces
pull: 87380-p
gypsum board
VWC-1 manufacturer: national wallcovering
product: hushcore
size: 3"
product: vycon hopi weave
(model kitchen color:
finish: pewter
GYP -1 manufacturer: sherwin williams
(seminar 105) color: y46740hw sea green
105a) size: 7" x 48"
(typical) color: ceiling bright white sw707
width: 54"
installation: random
finish: latex flat
repeat: 18"v x 54"h
installation method: straight random
EVF-3 manufacturer: spartan
p surfaces
product: hushcore
millwork
(staff break color: deep Coco hc1020
room110, exist. size: 7" x 48"
toilet 111, it/elec installation: random
M-1 custom millwork vanity apron
112)
to match c-1
toilet 103
( ) see architectural drawings for detail
walls
bases
MQ not used
note: install inside and outside corners with mitered joint.
Orcela In the floor
M-3 custom millwork vanity apron
epoxy paint
to match c-3
(toilet 104) see architectural drawings for detail
nate: caulk top edge and vertical edges aftertase is installed.
n to be by
EP -1 manufacturer: benjamin moore-4
e: all grout sealed subcontractor after installation.
custom millwork/ painted
(toilet 104) color: shaker beige he -45
finish: epoxy
rubber base'.
noto =;, hold all groutioints to minimum required by tcna
y species: birch
106)
(reveal paint: t-1
EP -2 not used
RB -1 manufacturer: johnsonite
PTF 1 manufacturer: gio the
description: toe rubber base
(exist. toilet 111, color: tbd (standard)`
product: roman forum
(toilet 4 )
EP -3 manufacturer: benjamin moore
`
��
it/elec 112) size: 4 h
. color. silver girf1224si
size: 12" x 24"
-
natural
color:
(toilet _ - •st, oiiet gray cashmere 2138-60
note:provide 120' continuous r Is
grout: tbd
Stone
Iii finish: epoxy
p Y
note: form inside and outside cor -.
color: tbd
y
not underside of countertop materials to be sanded to a smooth finish in all
PTF -2 not used
areas
PTF -3 manufacturer: gio the
NS -1 manufacturer: keys granite `
g lass tile wall
wood base
product. roman forum
color: Baltic brown
(toilet 104 )
-1
(toilet 103) color: cappuccino girf1224ca
thickness:
ckness:3cm
edge profile: ogee
note: all grout to be sealed by subcontractor after installation.
WB profile: alexandria moulding.0e163
size: l2" x 24"
paint grade finger Joint pine
(typical) size: 5-1/4"h x 9/16"t x 16'I
grout. tbd
color: tbd
NS-, manufacturer: keys granite
GTW-1 not used
paint manufacturer: benjamin moore
color: santa cecelia
(model kitchen thickness: 3cm
GTW-2 manufacturer: ceramic, technics ltd
paint color: silver satin 856
paint finish: semi -gloss
105a wall edge profile: ogee
product: glamour glass dentelle series
cabinets)
(model kitchen size: 2" arabesque tiles, mesh mounted on 11.5" x 11" sheet
WB -2 profile: alexandria moulding cr382
105a) color: waterfall gray
paint grade finger joint poplar
3
N manufacturer: keys granite
grout: unsanded
color:
-
(toilet 103,104) size: 7-1/4"h x 1/16"t x 16, I
miscellaneous
color. ornamental ag
ent l l h
i t
(toilet 103) thickness: 3cm
mastic:white
paint manufacturer: Benjamin moore
edge profile: ogee
paint color: silver satin 856
cabinetry
paint finish: semi -gloss
C-1 advanta
paint
collection: tuscany 5 -piece
(work room 102) product: 478tuf raised panel
gartz Surface r
species: birch
note: contractor may provide paint to match specified color from one paint
finish: mocha
QS -°1 not used
manufacturer, with interior designer approval of paint manufacturer, product tyr
e,;
hardware:
QS
and 8.5" x 11" paint downs.gliderite
floors
-2 manufacturer: cambric
pull: 87380-p
color: kirkstead
note: where touch-up painting is required, repaint entire wall to maintain a
note: transitions between flooring materials shall be flush and not receive
1�
size: 3
finish:
( model kitchen thickness: 3cm
105a island) edge profile: ogee
consistent color.
transition strips, unless otherwise noted.
pewter
P-1 manufacturer: benjamin moore
carp et
G2 advanta
color: shaker beige he -45
collection: tuscany 5 -piece
(typical) finish: eggshell
(model kitchen product: 478tuf raised panel
note: all carpets to be direct glue installation.
105a wall species: birch
cabinets)finish: nutmeg
toilet and bath accessories
P-2 not used
CPT -1 manufacturer: masland
hardware:
P-3 manufacturer: benjamin moore
product: wired 7220
gliderite
pull: 87380-p
public toilets:
color: gray cashmere 2138-60
(typical) color: 22014 animated
size: 3"
(seminar 105, finish: eggshell
content: antron legacy nylon
finish: pewter
toilet paper holder
..model kitchen
size: 12'-0" wide broadloom
manufacturer: moen
105a, staff break
repeat: 3/4"w
TJ
room
backing: woven polypropylene
o 9
finish: satin nickel
studio l-2.1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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evisions:
lo. name date
3sue date:
1_017.08.02
ID100
finish schedule
tui
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1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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CUrevisions:
no. name date
issue date:
2017.08.02
ID101,
finish schedule
.-generaI finish notes
manufacturer contacts
1. the general contractor shall submit samples of all finishes specified on the
project to studio 121 for a'pproval prior to ordering any products.
Cts.
ceiling
2. the general contractor shall carefully study and compare the construction
documents and finish schedules and shall at once report to the designer any
armstrong
error, inconsistency, or omission an obtain clarification prior to proceeding with
contact: bill cook
area.
ph 1.800.233.3823
email: wgcook@armstrong.com
3. contractor is responsible for ensuring the installation of the finish materials as
specified on ID sheets id20 A301, complies with the manufacturer's
walls
recommendations. if the specification and the manufacturer's recommendation
differ, the contractor shall submit the matter to the interior designer for
,Kreview.
ceramic technics ltd
contact: leslie weinberg
4. interior drawings are not to be scaled. if field verified dimensions differ from
ph: 404.805.7904
the written dimensions on the interior drawings, the contractor is to
email: lweinberg@ceramictechnics.com
"immediately contact the designer for verification.
duchateau
5. electrical panels, HVAC, and mechanical grills, etc. to be painted to match the
contact: jo anne hege
adjacent surface color, unless local codes require otherwise.
ph: 704.930.9538
email: jhege@duchateau.com
ti
t 6. do nocontinue rubber base over plastic laminate on the e toespace of any
casework.
national wallcovering
contact: gail moore
7. all doors and door frames to be painted, h
p T-1 unless otherwise noted.
ph: 615.354.1010
email: gail.moore@nationalwallcovering.com
8. do not install wallcovering on exterior walls, unless otherwise noted. any
wallcovering located on an exterior wall shall be micro -vented.
gio the
9. unless otherwise noted, all flooring material changes shall occur at the
contact: brad hollis
centerline of the door or opening.
ph: 615.238.1025
email: brad@giotile.com
10. flooring transitions to be flush across the finished floor without the use of
transition strips or thresholds.
11, ceiling access panels shall be painted to match finished ceiling, unless local
codes require otherwise.
12. paint selections are for color only. refer to architectural specifications for
base
performance and execution specifications.
13. ,if touch up paint is required, repaint entire wall to maintain consistent color.
johnsonite
contact: erin barker
"IN
14. contractor to paint all wood window stools, casing and wood doors (T-1) unless
ph: 704.763.4251
otherwise noted.
email:'erin.barker@johnsonite.com
Tk, contractor to paint all wood windows sills (T-1) unless noted otherwise.
floor
masland
contact: Courtney hendry
ph: 615.438.6635
email: Courtney.hendry@maslandcontract.com
spartan surfaces
contact: Craig bruehl
615.970.1704
=: email: cbruehl@spartansurfaces.com
miscellaneous
advanta
Ty'
contact: gary parshley
ph: 603.765.5646
w
email: gmparshley@acpicorp.com
=k
.=a
Cambria
contact: maty monger
ph: 615.268.9741
email: macy.monger@cambriausa.com
ry
keys granite
contact: mary d oldacre
t
ph: 615.762.0771
email: mary.oldacre@datile.com
t.
------------
tui
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1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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no. name date
issue date:
2017.08.02
ID101,
finish schedule
symbols legend
ACT-1ceiling finish/material
P-1 wall finish
R13-1 ::base finish
CPT -1 floor finish
i
ACT -2 ACT -1 ACT -1 _denotes countertop and backs lash
P-3 P-1 P-1
a:::on
finish on casework
WB -1 WB-1pde otes uppper and lower cabinet finish
WB -1 casework
EVF-3 CPT -1 CPT -1
/WP -l\ —denotes extent of a specific wall finish
CG -1 --denotes extent of corner guard
finish abbreviations
SALES
,I- MANAGER ACT acoustical ceiling tile
SALES C cabinet
a 107 ' CPT carpet
SALES v_ - 10$ EP epoxy paint
EXIST. 109_ ACT -1 EVF engineered vinyl floor
P-1 GYP gypsum board. ceiling
EE
TOILET NS -3 WB -1 M millwork
1 11 C-3 CPT -1 NS natural stone
GYP -1
O i P paint
EP3 STAFF cF Qs quartz surface
R13-1 1! R�
EVF-3 BREAK GYP -1 RB rubber base
CORRIDOR E) P-1 SWF specialty wall finish
o ROOM WB -1 VCT vinyl composition the
EO
1 10
1:10-01C EVF-1 VWC vinyl wall covering
WB wood base
ACT -2
P-3 ACT -1
-
NS
R13-1 °C-3 o P-1
EVF-3 ITIELEC
GYP -1
studio l+i1
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCEDPRINT - SCALE REDUCED ACCORDINGLY I
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1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions:
no. name date
issue date:
2017.08.02
I D301
extents of
finishplan
note: field verify all dimensions prior to fabricating any
casework or other interior details on these drawings
tur iol- •
l
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions:
no. name date
issue date:
2017.08.02
1 D401
furniture plan
i
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MODEL
i
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KITCHEN
2'-0
_ = I REF
05A
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elevation - model kitchen
4
elevation - model kitchen
scale: 3/4" = 1'_0.,vs-'CONSTRUCTION
3 ° , 2
� scale: 3/4" = 1'_0" a x.
° ' 2 IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
tui .
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1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions:
no. name date
issue date:
201 / 08.02
ID500
interior details
dx
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finished ceiling
{ 4
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0 0 custom millwork,P
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ID501
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» ' wood base
— — — — — — — —
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scale: 1/2" - V-0" 0 2 s scale: 3/4" l• 0„ D 2
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,
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custom millwork"lean shelves"/painted
to hold up to 150 lbs;
m contractor top rovide
adequate blocking, typ.
wood base
r�° M
detail -reveal room(106)1
scale: 3/4 - V-
0-0 1 2
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
studiol-21
1310 Clinton Street
Suite 205
Nashville, TN 37203
615.469.4121 phone
www.studio-121.net
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revisions:
no. name date
issue date:
2017.08.02
ID501
interior details
-----------------------�
NOTES:
DIFFUSERS,
GRILLES ",* REGISTERS
NOTES: SEE
ALL
AND
ARCH. REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING Df FUSERS.
FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT TO BE SPIN= 114Q_. WITH AIR SCOOP
BALANCE DAMPER. NECK SIZE AS SHOWN ON THE DRAWINGS.
HVAC GENERAL
MANUFACTURER: PRICE
(EXCEPT AS NOTED *)
> EQUIP. NO.
MOUNTING TYPE
1. PROVIDE A COMPLETE, HEATING, AND AIR CONDITIONING SYSTEM AS
ACCESSORIES/REMARKS
G-1
LAY -IN CEILING ,(SUPPLY)
SCD (24X24)
I SHOWN ON DRAWINGS AND MEETING THE REQUIREMENTS OF FLORIDA
G-2
LAY -.IN CEILING (RETURN)
PDDR (24X24)
(1)
I` BUILDING CODE - MECHANICAL AND APPLICABLE STATE AND LOCAL CODES.'
ILINEAR (SUPPLY)
SDS
(2)(3)(5
G-4
OBTAIN ALL PERMITS AND NECESSARY CERTIFICATES. SEE SPECIFICATION FOR
PDDR
(1)
G-5
SURFACE (RETURN)
ADDITIONAL INFORMATION AND ` REQUIREMENTS;
(2)
G-6
DOOR (TRANSFER)
ATG
} 2. COORDINATE PIPING,` DUCTWORK AND EQUIPMENT LOCATION WITH
G-7
SURFACE (SUPPLY)
CVD
(2)
PLUMBING CONTRACTOR. SEE PLUMBING DRAWINGS FOR ADDITIONAL
SURFACE (SUPPLY)
AL271
(2) (6) LIMA MANUFACTURER
G-9
INFORMATION.
530
47.7W
RA RETURN AIR
--
3. DO NOT INSTALL PIPING AND DUCTWORK ABOVE ELECTRICAL PANELS
115V/1
EA EXHAUST AIR
115V/1
115V/1
AND ELECTRICAL EQUIPMENT WHEN PROHIBITED BY CODES. COORDINATE
BD BALANCING 1
AMPER /
GC -142
225 CFM
ELECTRICAL PANEL AND EQUIPMENT LOCATION WITH ELECTRICAL
(1)(2)(3)(4)(5)
(1)(2)(3)(4)(5)
(1)(2)(3)(4)(5)
(1)(2)(3)(4)(6)
I°
CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
Zo
4. INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER, USING ONLY
�
c
rn
L WORKMEN THOROUGHLY QUALIFIED IN THE TRADE OR DUTIES THEY ARE
rn
MN
i TO PERFORM. (ROUGH WORK WILL BE REJECTED).
C'
5. ALL SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED
rn
W
cco
GALVANIZED SHEET METAL. ALL RETURN AIR AND TRANSFER AIR DUCTWORK
HVAC FLAG NOTES:
''
SHALL BE GALVANIZED SHEET METAL WITH ACOUSTIC DUCT LINER. DUCT
DIMENSIONS SHOWN ARE INSIDE CLEAR OPENING SIZE. INCREASE DUCT SIZE
EXIST.
TO ALLOW FOR DUCT LINER THICKNESS. ALL EXHAUST AIR AND OUTSIDE I
G-3, 4' LENGTH, 2 SLOTS. 200 CFM.
TOILET
INTAKE AIR DUCTWORK SHALL BE UN -INSULATED GALVANIZED SHEET METAL (
O
ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH
I
V
G-9, 24X16 N.
"�
SMAC'NA STANDARDS.
� 6 EA
I
4
6. DUCT INSULATION SHALL BE REQUIRED THICKNESS TO PROVIDE MINIMUM
3
0
G-2, 24X12 N MODULE. 18X6 NECK. 565 CFM.
`-J
EF -3
I THERMAL RESISTANCE R OF 6.0` WHEN DUCT IS LOCATED .WITHIN BUILDING
'
AND ON NON -AIR CONDITIONED SIDE OF BUILDING INSULATION AND "R" OF I
®
WALLCAP.
o
4.2 WHEN DUCT IS LOCATED ON AIR CONDITIONED SIDE OF BUILDING
INSULATION. ALL R VALUES ARE AS -INSTALLED MINIMUMS.
0
G-2, 8"0 NECK.
7. DO NOT MAKE ANY CHANGES IN DESIGN WITHOUT THE WRITTEN APPROVAL L
IT ELEC
� JEF-OF
I'
THE ARCHITECT. CHANGES IN DESIGN MEANS ANY CHANGE WHICH WILL
G-6, 22X22 IN DOOR.
AFFECT THE CAPACITY, RELIABILITY, OPERATION OR SAFETY OF THE I
112
SYSTEMS OR ANY PARTS THEREOF, INCLUDING CHANGES WHICH MAY BE
G-7, 6X4, 20 CFM.
REQUIRED TO CONFIRM TO LOCAL REGULATIONS OR CODES;
8. IF ANY DEPARTURES FROM THE DRAWINGS AND SPECIFICATIONS ARE I
8"OA DUCT FROM GOOSENECK ON ROOF.
G 1 , 8
1 1008"0THEREFORE
DEEMED NECESSARY, DETAILS OF SUCH DEPARTURES AND THE REASONS
195 CFM 14X 4
SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. NO I
9
0
10"� OA DUCT FROM GOOSENECK ON ROOF.
'
DEPARTURES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT.
� II
/
10. SEE ARCHITECTURAL REFLECTED CEILING FOR EXACT LOCATION OF I
10
MOTORIZED DAMPER CFM SET TO 95 CFM.
22X
CEILING DIFFUSERS.
11. PRIOR TO FABRICATION OF HVAC DUCT WORK FOR FIELD INSTALLATION, I
11
MOTORIZED DAMPER CFM SET' TO 215 CFM.
C
FIELD VERIFY EXISTING` ROOF JOIST SPACING, JOIST OPENING SIZE AND
I
DAMPER
IN NECK.
r
x
j
LOCATION. IF EXISTING STRUCTURAL CONDITIONS DO NOT PROVIDE
12
G-2, 8X8 NECK. 140 CFM. PROVIDE WITH
SUFFICIENT SPACE FOR PROPER DUCT INSTALLATION, REPORT THIS MATTER I
L --x:. J;
G- 1 , 10'
TO THE ARCHITECT IMMEDIATELY. (DO NOT FABRICATE DUCT WORK UNTIL I
13
SUPPLY DUCT SHALL TRAVEL WITHIN GYP SOFFIT.
225 CFM
FURTHER INSTRUCTIONS ARE ISSUED BY THE ARCHITECT).
Al
12. THERMOSTATS SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. I
rCU. n
L_-_-----=-----`----------�
HVAC LEGEND
� t
EQUIPMENT SCHEDULE -
DIFFUSERS,
GRILLES ",* REGISTERS
NOTES: SEE
ALL
AND
ARCH. REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING Df FUSERS.
FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT TO BE SPIN= 114Q_. WITH AIR SCOOP
BALANCE DAMPER. NECK SIZE AS SHOWN ON THE DRAWINGS.
APPROVED
MANUFACTURER: PRICE
(EXCEPT AS NOTED *)
> EQUIP. NO.
MOUNTING TYPE
MODEL NUMBER
ACCESSORIES/REMARKS
G-1
LAY -IN CEILING ,(SUPPLY)
SCD (24X24)
1)(4)
G-2
LAY -.IN CEILING (RETURN)
PDDR (24X24)
(1)
G-3
ILINEAR (SUPPLY)
SDS
(2)(3)(5
G-4
LAY -1N CEILING (EXHAUST)
PDDR
(1)
G-5
SURFACE (RETURN)
630
(2)
G-6
DOOR (TRANSFER)
ATG
'
G-7
SURFACE (SUPPLY)
CVD
(2)
G-8
SURFACE (SUPPLY)
AL271
(2) (6) LIMA MANUFACTURER
G-9
SURFACE (RETURN)
530
47.7W
(1) WHERE USED IN GYP BOARD CEILINGS, PROVIDE ANGLE FRAME FOR CUT OPENING AND USE /
LAY -IN TYPE DIFFUSER. ® NEW SUPPLY DIFFUSER
(2) PROVIDE WITH FACE OPERABLE DAMPER.
3 LINEAR DIFFUSER SHALL BE PROVIDED WITH SDB SUPPLY PLENUM BY PRICE.
O � NEW .RETURN GRILLE
(4) WHERE USED IN GYP BOARD CEILINGS, DUCT -MOUNTED DAMPER SHALL BE ACCESSIBLE
BY LIFTING DIFFUSER OUT OF ANGLE -FRAME FOR ACCESS TO ABOVE -CEILING AREA.
(5) LINEAR DIFFUSER SHALL BE 2 -SLOT MODEL. ONE SLOT SHALL BE SET TO HORIZONTAL PATTERN, o NEW LINEAR DIFFUSER
OTHER SHALL BE SET TO VERTICAL PATTERN.
(6) PROVIDE SQUARE TO ROUND NECK ADAPTER. R T� RELOCATED EXISTING THERMOSTAT
O DUCT -MOUNTED SMOKE DETECTOR
EQUIPMENT SCHEDULE - FAN
APPROVED MANUFACTURER LOREN COOK CO.
EQUIPMENT NUMBER
EF -1
AHU AIR HANDLING
UNIT
EF -4
MOUNTING TYPE
CU CONDENSING
UNIT
CEILING
CEILING
EF EXHAUST FA14
ITS ASSOCIATED AIRHANDLER. MAKE EQUIPMENT
TYPE
CENTRIFUGAL
CENTRIFUGAL.
CENTRIFUGAL
'CENTRIFUGAL
SHALL INSPECT, SERVICE, AND REPAIR AS
NEW DUCT
DIRECT
DIRECT
DIRECT
NEW FLEXIBL-
DUCT
RPM
_ }
NEW DUCT
765
905
'
CFM
C_U_-1
70
'
DUCT TRANSITION
t
S.P.
.4
SA SUPPLY AIR
r
'
,C
HP
L
51.4W
47.7W
RA RETURN AIR
--
VOLTS/PHASE
115V/1
EA EXHAUST AIR
115V/1
115V/1
G-- .1 1
BD BALANCING 1
AMPER /
GC -142
225 CFM
(1) WHERE USED IN GYP BOARD CEILINGS, PROVIDE ANGLE FRAME FOR CUT OPENING AND USE /
LAY -IN TYPE DIFFUSER. ® NEW SUPPLY DIFFUSER
(2) PROVIDE WITH FACE OPERABLE DAMPER.
3 LINEAR DIFFUSER SHALL BE PROVIDED WITH SDB SUPPLY PLENUM BY PRICE.
O � NEW .RETURN GRILLE
(4) WHERE USED IN GYP BOARD CEILINGS, DUCT -MOUNTED DAMPER SHALL BE ACCESSIBLE
BY LIFTING DIFFUSER OUT OF ANGLE -FRAME FOR ACCESS TO ABOVE -CEILING AREA.
(5) LINEAR DIFFUSER SHALL BE 2 -SLOT MODEL. ONE SLOT SHALL BE SET TO HORIZONTAL PATTERN, o NEW LINEAR DIFFUSER
OTHER SHALL BE SET TO VERTICAL PATTERN.
(6) PROVIDE SQUARE TO ROUND NECK ADAPTER. R T� RELOCATED EXISTING THERMOSTAT
O DUCT -MOUNTED SMOKE DETECTOR
EQUIPMENT SCHEDULE - FAN
APPROVED MANUFACTURER LOREN COOK CO.
EQUIPMENT NUMBER
EF -1
EF -2
EF -3
EF -4
MOUNTING TYPE
1. MECHANICAL CONTRACTOR
CEILING
CEILING
CEILING
CEILING
ITS ASSOCIATED AIRHANDLER. MAKE EQUIPMENT
TYPE
CENTRIFUGAL
CENTRIFUGAL.
CENTRIFUGAL
'CENTRIFUGAL
SHALL INSPECT, SERVICE, AND REPAIR AS
DRIVE
DIRECT
DIRECT
DIRECT
DIRECT
FAN
RPM
965
965
765
905
I
i
I
I
CFM
70
70
70
100
a)
S.P.
.4
.4
.2
.2
,C
HP
51.4W
51.4W
47.7W
74.7W
MOTOR
VOLTS/PHASE
115V/1
115V/1
115V/1
115V/1
MODEL NUMBER
GC -142
GC -142
GC -142
GC -144
ACCESSORIES/REMARK
(1)(2)(3)(4)(5)
(1)(2)(3)(4)(5)
(1)(2)(3)(4)(5)
(1)(2)(3)(4)(6)
NOTE:
4. COORDINATE WITH ELECTRICAL
(
O MOTORIZEDDAMPER
-1--+
C.�
,HVAC
PUMPS AT NEW AIRHANDLER
ADDITIONALBID
AND DEMOLITION NOTES:,
1. MECHANICAL CONTRACTOR
SHALL INSPECT EXISTING THREE 5 -TON SPLIT
SYSTEMS AND DETERMINE SYSTEM
IN WORST FUNCTIONAL STATE. REMOVE
THIS CONDENSER UNIT AND
ITS ASSOCIATED AIRHANDLER. MAKE EQUIPMENT
AVAILABLE TO BUILDING OWNER
PRIOR TO DISPOSAL. DISPOSE OF EQUIPMENT
IN ACCORDANCE WITH LOCAL
LAWS AND REGULATIONS.
2. MECHANICAL CONTRACTOR
SHALL INSPECT, SERVICE, AND REPAIR AS
REQUIRED ALL REMAINING MECHANICAL
EQUIPMENT AFTER DEMOLITION WORK
IS COMPLETED.
4�
(
3. RELOCATE EXISTING AIRHANDLERS
TO LOCATIONS INDICATED AND RE -TAG
EQUIPMENT TO MATCH NEW;
DESIGNATION AS REQUIRED.
NOTE:
4. COORDINATE WITH ELECTRICAL
(
CONTRACTOR AND PROVIDE CONDENSATE
-1--+
C.�
LuJ
PUMPS AT NEW AIRHANDLER
LOCATIONS AND DISPOSE OF CONDENSATE AT
" (1):
BACK DRAFT DAMPER
EXISTING CONDENSATE DISP
SAL LOCATION.
(2):
SPEED CONTROLLER
L--------
J
3):
UNIT MOUNTED DISCONNECT
------ ---- - - - - -
N
N
WALL CAP
.jY
LL
M
4�
(
EXHAUST FAN SHALL BE CONTROLLED BY WALLSWITCH.
ca
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(6):
EXHAUST -FAN SHALL BE CONTROLLED BY THERMOSTAT. POWER ON AT 807, SHUTDOWN AT 777.
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7/31/17
2822M1.01
WALL TYPE LEGEND - ROBERT L. HINKLE PE 29302
POWELL &HINKLE ENGINEERING, P.A. GALTON C. OK PE 33192
NON RATED: 1409 KINGSLEY AVENUE, BLDG 12A &
P H ORANGE PARK FLORIDA 32073 LANE R. HINKLE PE 48076
1 HR. RATED:. - - - - (904) 264-5570 FAX:(904) 278-2646
THOMAS M. ELDER PE 56121
ENGINEERING CORPORATION FLA. REG. EB -4577
RICHARD A. MATHEWS PE 5941.8
2 N RATED: - - - DAVID R. SPELL JR. PE 54729
SEAL
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PROJECT NO.
17032
ISSUE DATE
8-02-17
REVISIONS:
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ISSUE DATE
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REVISIONS:
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17032
ISSUE DATE
8-02-17
REVISIONS:
DRAWN BY:
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SUPPORT DUCT FROM STRUCTURE
DO NOT . LAY ON LIGHT FIXTURES
OR CEILING.
FRE -INSULATED SHEET METAL SCREW AT
FLEX DUCT 9"t O.C.; CAULK AND
SEAL AROUND SCREW `_'
HEADS AFTER INSTALLATION
ROOF CURB
INSULATED MECH. FLASHING
PLENUM BALL VALVE FLEX. DUCT
ROOF CURB, SE ARC ITECT.
DWG. OR D TAILS. — PER EQUIPMENT—
i MANUFACTURER'S SUPPLY DUCT
ROOF ' REQUIREMENT
A/C UNIT _ INSULATION
PROVIDE PLENUM
CONDENSATE
EXTENTION WHEN NEEDED.
TO FLOOR
DRAIN. SLOPE
TOWARD DRAIN. ,
r INSULATION
PVC CONDENSATE TRAP MIN. DIFFUSER
SLOT DIFFUSER
4" DEEP OR PER EQUIP.
MANUFACTURER'S
REQUIREMENTS)
- ATE TRAP DETAIL WITH FLOAT SWITCH
DETAIL LINEAR DIFFUSER GOOSENECK DETAIL CONDENSATE DIFFUSER INSTALLATION DETAIL
N.T.S. NTS N.T.S. N.T.S.
i
ATTACH STRAP HANGER TO
BLDG. STRUCTURE WITH ANCHOR
_ BOLT AND LOCK WASHER
TYP.
ATTACH STRAP HANGER TO
BLDG. STRUCTURE WITH ANCHOR_
BOLT AND LOCK WASHER
TYP.
TRANSITION DUCT TO
SUIT FAN OUTLET DUCT HANGER STRAPS
FLEX. CONN. SECURE TO STRUCTURE) 3/8" BOLT
(TYP.)
(
(TYP.)
SUPPORT DUCT FROM STRUCTURE \
SPIN—IN FITTING WITH
AIR
Z_DO NOT LAY ON LIGHT FIXTURES
SCOOP AND LOCKING
DAMPER
RA GRILLE, SEE PLAN
OR CEILING.
EZ TRAP INC. MODEL EZT 200
15'
— — -' —
—
INSECT SCREEN INLINE CONDENSATE OVERFLOW
_*--45°
PLAN FOR SIZE
SWITCH. CONNECT TO AHU TO
DETAIL - S
PPLY AIR BRANCH
RA GRILLE
INSTALL TION DETAIL
N.T.S.
CAULK AND SEAL
JOINTS AROUND FLASHING
SHUT OFF UNIT WHEN WATER
FILLS TRAP ABOVE INLET.
DETAIL
--
SEAL
r
Ir
.
7/31/17
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PRE—INSULATED
PLENUM BALL VALVE FLEX. DUCT
ROOF CURB, SE ARC ITECT.
DWG. OR D TAILS. — PER EQUIPMENT—
i MANUFACTURER'S SUPPLY DUCT
ROOF ' REQUIREMENT
A/C UNIT _ INSULATION
PROVIDE PLENUM
CONDENSATE
EXTENTION WHEN NEEDED.
TO FLOOR
DRAIN. SLOPE
TOWARD DRAIN. ,
r INSULATION
PVC CONDENSATE TRAP MIN. DIFFUSER
SLOT DIFFUSER
4" DEEP OR PER EQUIP.
MANUFACTURER'S
REQUIREMENTS)
- ATE TRAP DETAIL WITH FLOAT SWITCH
DETAIL LINEAR DIFFUSER GOOSENECK DETAIL CONDENSATE DIFFUSER INSTALLATION DETAIL
N.T.S. NTS N.T.S. N.T.S.
i
ATTACH STRAP HANGER TO
BLDG. STRUCTURE WITH ANCHOR
_ BOLT AND LOCK WASHER
TYP.
ATTACH STRAP HANGER TO
BLDG. STRUCTURE WITH ANCHOR_
BOLT AND LOCK WASHER
TYP.
TRANSITION DUCT TO
SUIT FAN OUTLET DUCT HANGER STRAPS
FLEX. CONN. SECURE TO STRUCTURE) 3/8" BOLT
(TYP.)
(
(TYP.)
I
PRE --INSULATED FITTING WITH AIR SCOOP—
I
RA GRILLE, SEE PLAN
STRUCTURE
LAY—IN CEILING
FOR SIZE AND LOCATION
PLAN FOR SIZE
DETAIL - S
PPLY AIR BRANCH
RA GRILLE
INSTALL TION DETAIL
N.T.S.
SEE UNISTRUT
DETAIL
--
SEAL
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.
7/31/17
``,`,,t,���rrrrrr rrrrr�•" r� /�'ai
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VIBRATION ISOLATORS
OA DUCT
FLEXIBLE
I
3/8" ALL
TREAD
CONNECTOR (TYP.)
SEE PLAN FOR
BD f
-Z
DUCT SIZE
SA DUCT.
,
.
�-ACCESSO
2
RA DUCT
HU`
$
TS
UNIT
PANEL..
,z
ol
2" x 1" UNISTRUT, FOR 1-5
TON AkIUq.:.
SECURE W/SHEET
METAL SCREWS
(TYP. FOR 8)
CEILING
CONDENSATE
STRAP HANGER FOR HVAC
RECT. DUCT WITH WIDTH OF
CEILING FAN, SEE
DRAIN LINE
REFRIGERANT` LINES
DUCTWORK PER SMACNA
24 OR LARGER, SEE PLAN
j
A,
PLAN FOR LO
FOR
MINIMUM 1'8 GAGE STAINLESS STEEL OR
Um
INIMUM
STANDARDS FOR SIZE AND LOCATION
CEILING GRILLE
AND SCHEDULE SIZE
1/8" THICK FIBERGLASS TO FORM A 6"
)EEP
LOAD, RATED FASTENER FOR
INTEGRAL WITH FAN
MINIMUM SEAMLESS SECONDARY DRAIN FAN
WITH
"
STRAP HANGER FOR HVAC
�"
RECT. DUCT WITH WIDTH OF STRAP HANGER PER
r PRE' -WIRED, FACTORY MOUNTED SPEED ``
OO
FORMED AND SEALED CORNERS. EXTEND
4 BEYOND.
DUCTWORK PER SMACNA
„ SMACNA STANDIARDS -
22 AND SMALLER, SEE ,,,
CONTROLLER ACCESSABLE INSIDE
FAN HOUSING.
UNIT ON ALL SIDES. PROVIDE FLOATS
ITCH TO
STANDARDS
PLAN FOR SIZE AND
SHUT DOWN UNIT AS SECONDARY DRAIN
PAN FILLS.
Q UNIT MOUNTED 'DISCONNECT
SWITCH.
LOCATION
CEILING
_
3
TYPICAL CEILING FAN
MOUNTING DETAIL
DETAIL - TYPICAL
AIR HANDLER UNIT
DETAIL - "DUCT SUPPORT
N.T.S.
NOT TO SCALE
NOT TO SCALE
SUPPORT DUCT
FROM STRUCTURE
WITH HANGER STRAP
it
A
INSULATED SA—
i DUCT, SEE PLA
I FOR SIZE
WALL CAULK TO PROVIDE i
. I i I
WATER TIGHT SEAL. i
SUPPORT DUCT FROM
DUCT ,
. � STRUCTURE, DO NOT —1
S E
.. i
o
I
• - '�� LIGHT I I � PRE INSULATED
HVAC SUPPLY AIR
LAY- .ON L G
— — — '� FLEX. DUCT
DUCT FROM HU, FIXTURES OR CEILING. I I
'i RETURN DUCT
SEE PLAN FOR. SIZE
AND LOCATIO iNSULATtON
WALL CAP WITH
,. � , �. _. PRE–INSULATED FLEX.
BUILT–IN DAMPER RA DUCT, SEE
• - '�� DUCT FROM MAIN SA
& BIRDSCREEN. ' DUCT TO SA OUTLET PLAN FOR SIZE
SEE PLAN FOR LOCATION
r�
INSULATED SPIN—IN
INSULATION
PRE --INSULATED FITTING WITH AIR SCOOP—
RA GRILLE, SEE PLAN
FLEX. DUCT, SEE AND LOCKING DAMPER
LAY—IN CEILING
FOR SIZE AND LOCATION
PLAN FOR SIZE
DETAIL - S
PPLY AIR BRANCH
RA GRILLE
INSTALL TION DETAIL
N.T.S.
N.T.S.
--
SEAL
.
7/31/17
``,`,,t,���rrrrrr rrrrr�•" r� /�'ai
•
2822M2.1 , I
0.48076
-
s
q% STATE F
WALL TYPE LEGEND ROBERT L. HINKLE PE 29302 ��'•,�
POWELL & HINKLE ENGINEERING, P.A. ,� <®RI ,
1409 KINGSLEY AVENUE, BLDG 12A GALTON C. MOK PE 33192 `' � ••..a,r,rr
NON RATED: P & H LANE R. ,HINKLE PE 48076 ��f��`` ;hv' %`I
ORANGE PARK, FLORIDA 32073
1 HR. RATED: — — - THOMAS M. ELDER PE 55121 ""•r.a�eiu+,a''
(904) 264-5570 FAX:(904) 2'78-2646
ENGINEERING CORPORATION FLA. REG. EB -4577 ,- RICHARD A. MATHEWS PE 59418
2 HR. RATED: — — — DAVID R. SPELL JR. PE 54729
HEATING, VENTILATING, AND AIR CONDITIONING SPECIFICATIONS
1. SCOPE: PROVIDE A COMPLETE HEATING, AND AIR CONDITIONING SYSTEM AS SHOWN ON DRAWINGS AND MEETING THE REQUIREMENTS OF APPLICABLE
STATE AND LOCAL CODES.
OBTAIN ALL PERMITS AND NECESSARY CERTIFICATES. PROVIDE AIR TEST AND BALANCE FOR ALL HVAC SYSTEMS AND CONTROL SYSTEM SUPPORT DURING
TAB WORK.
2. GUARANTEE: PROVIDE ALL NEW MATERIALS AND EQUIPMENT, AND GUARANTEE SAME AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE
OF ACCEPTANCE. PROVIDE
ADDITIONAL 4 YEAR GUARANTEE ON COMPRESSORS.
Q
K FORE SUBMITTING
3, VISIT .THE SITE AND THOROUGHLY INSPECT CONDITIONS AFFECTING THE WOR BE BID. ASSUME RESPONSIBILITY FOR MEETING... AL
X
EXISTING CONDITIONS
INCLUDINGACCESS AND WORK SPACE LIMITATIONS.
c
0)
4. SUBMIT SHOP DRAWINGS OR CATALOG DATA FOR THE ARCHITECTS APPROVAL BEFORE PURCHASING OR INSTALLING THE FOLLOWING: SPLI -SY TE
COMPRESSOR/CONDENSER
UNITS,AIR HANDLING UNITS, GRILLES, DIFFUSERS AND REGISTERS, DUET SHOP DRAWING (WHERE DIFFERENT FROM .DESIGN DRAWING), EXHAUST FANS,
AND INSULATION.
A DATA OF EACH MANUFACTURED IN THE ANI
5. PROVIDE .FOUR (4) COMPLETE SETS OF A COMPILATION OF CATALOG D .RED -ITEM OF EQUIPMENT USED E MECH C
WOR' ADDITION T
L K IN DD ON 0
THE CATALOG DATA, INSTALLATION, OPERATING AND MAINTENANCE DATA AND BILL OF MATERIALS FOR ALL OPERATING EQUIPMENT SHALL BE SUBMITTED.
EACH OF THE FOUR
SETS OF DATA SHALL BE BOUND IN LOOSE LEAF BINDERS AND SUBMITTED TO THE ARCHITECT BEFORE FINAL PAYMENT IS MADE.
Q
. MECHANICAL ELECTRICAL 'COORDINATION: UNLESS SPECIFICALLY REQUIRED OTHERWISE, ELECTRICAL CONTRACTOR SHALL FURNISH , DISCONNECT
6 / , SET AND WIRE
DEVICES FOR AHU
MECHANICALCONTRACTOR SHALL FURNISH A A CONTROL DEVICES
AND AC UNITS, AND SHALL PROVIDE ALL POWER WIRING. MECH .AND INSTALL ALL A/C. CONT 0 CES AND
CONTROL
C L WIRING FURNISH
N POWER WIRING REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT `ACTUALLY PURCHASED
DETAILED INFORMATION TO THE ELECTRICAL CONTRACTOR 0 QL.
AS SOON AS PRACTICAL.
NECESSARY FOR THE ELECTRICAL CONTRACTOR TO MAKE CONNECTIONS PROPERLY. IF EQUIPMENT
THIS SHALL INCLUDE ALL DIAGRAMS AND INSTRUCTIONS NESED
ACTUALLY' PURCHASED
REQUIRES LARGER ELECTRICAL SERVICE THAN EQUIPMENT SCHEDULED, ARRANGE AND PAY FOR REQUIRED ELECTRICAL SERVICE CHANGE. PROVIDE ALL
AIR CONDITIONING CONTROL
DEVICES, INCLUDING THERMOSTATS, AND COMPLETE ALL CONTROL WIRING, . INCLUDING FINAL CONNECTIONS. COORDINATE LOCATION OF EQUIPMENT, PI
iNG AND DUCTWORK WITH
ELECTRICAL CONTRACTOR, FIRE PROTECTION CONTRACTORAND PLUMBING CONTRACTOR T0 MAINTAIN CLEARANCE FOR EQUIPMENT MAINTENANCE, PREVENT
INTERFERENCE WITH
DUCT AND PIPING RUNS, AND TO PREVENT DUCTS AND PIPING FROM BEING INSTALLED OVER ELECTRICAL PANELS. IF INTERFERENCE DEVELOPS THE
ARCHITECT WILL DECIDE
G ' MUST BE RELOCATED: REGARDLESS OF INSTALLATION ORDER. TAKE RESPONSIBILITY FOR RELOCATING
WHICH EQUIPMENT, CONDUIT, DUCT, PIPING, ETC., C ,_
MECHANICAL WORK , IF SO
THE ORDERED INCLUDING ALL ASSOCIATED COSTS.A. WITHIN 30 DAYS FOLLOWING WARD. OF H CONTRACT, REPORT TO THE ARCHITECT IN WRITING, ALL
REAL OR POTENTIAL ERRORS
AMBIGUITIES AND/OR CONFLICTS ON THE MECHANICAL WORK OR BETWEEN THE TRADES AND OBTAIN AN AGREEMENT WITH THE ARCHITECT ON A SOL
TION. THOSE REPORTED
AFTER 30 DAYS, EXCEPT AS A RESULT OF UNFORESEEN CIRCUMSTANCES, SHALL BE RESOLVED AT THE DISCRETION OF THE ARCHITECT. REPORT CONFLICTS
RESULTING FROM THE
PROGRESS OF WORK TO THE ARCHITECT IMMEDIATELY OR ACCEPT THE EXPENSE FOR CORRECTIVE WORK CAUSED BY FAILURE TO REPORT SUCH A CONFLICT.
U
m
7. REFRIGERANT PIPING: INSTALL AND INSULATE ALL REFRIGERANT PIPING IN ACCORDANCE WITH A/C EQUIPMENT MFG. RECOMMENDATIONS FOR MINIMUM
LOSS, OIL RETURN AND
SERVICE REQUIREMENTS. PROVIDE LIQUID LINE FILTER/DRYER AND MOISTURE INDICATOR SIGHT GLASS ON CONDENSING UNIT. PIPING MATERIALS SHALL
BE TYPE "L" HARD DRAWN
COPPER WITH WROUGHT COPPER FITTINGS, REFRIGERANT GRADE. TRAP ALL SUCTION RISERS FOR PROPER OIL RETURN. AFTER COMPLETION OF THE
ENTIRE SYSTEM AND BEFORE
ANY PIPE IS COVERED, TEST THE ENTIRE REFRIGERANT CIRCUIT (LOW SIDE AT 150 PSIG AND HIGH SIDE AT 300 PSIG) TO ASSURE SYSTEM TIGHTNES
. REMAKE LEAKING JOINTS
AND RETEST. AFTER COMPLETION- 'OF TESTING, EVACUATE AND CHARGE- THE SYSTEM' UTILIZING UNIT MFG. APPROVED PROCEDURE.
8. CONDENSATE DRAIN PIPING:; PROVIDE COPPER CONDENSATE PIPING OUTSIDE BUILDING AND PVC CONDENSATE PIPING INSIDE BUILDING. RUN PIPING
AS NOTED ON DRAWING.
PROVIDE A VALVE, FEMALE HOSE CONNECTION WITH HOSE THREAD CAP AND RUBBER WASHER, AND 4" DEEP TRAP 'TO PREVENT BACK SUCTION INTO
THE AIR UNIT AS DETAILED
ON DRAWINGS.
o
9. DUCT WORK: HVAC DUCT WORK SHALL BE GALVANIZED SHEET STEEL. FABRICATE SHEET METAL DUCT WORK IN ACCORDANCE WITH LATEST EDITION
OF "HVAC DUCT
CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AS PUBLISHED BY SMACNA AND DESIGNED FOR 1-1/2" W.G. MINIMUM STATIC PRESSURE, HVAC
SUPPLY AND RETURN DUCT
CHANGES IN DIRECTION, INCLUDING TEES, SHALL BE MADE WITH MITERED ELBOWS FITTED WITH CLOSELY SPACED TURNING VANES' DESIGNED FOR MAINTAINING`
CONSTANT VELOCITY
THROUGH ELBOW. CHANGES IN DIRECTION IN RETURN DUCTS MAY BE MADE WITH RADIUS ELBOWS INSTEAD OF MITERED ELBOWS AND TURNING VANES.
o
10. FLEXIBLE DUCT SHALL BE PRE -INSULATED TYPE, LISTED BY UNDERWRITERS' LABORATORIES, INC., CLASS 1 DUCTS, AND SHALL CONFORM TO NFPA
BULLETIN 90-A.
INSULATION SHALL BE THE REQUIRED THICKNESS AND MATERIAL TO PROVIDE A MINIMUM THERMAL RESISTANCE "R" OF 5.0 WHEN DUCT IS LOCATED IN
ATTIC SPACES ABOVE THE
BUILDING INSULATION AND 3.3 WHEN LOCATED BELOW THE BUILDING INSULATION UNLESS OTHERWISE NOTED ON THE DRAWINGS.
11. DUCT INSULATION: DUCT INSULATION SHALL BE THE REQUIRED THICKNESS AND MATERIAL TO PROVIDE A MINIMUM THERMAL RESISTANCE "R" OF 6.0
WHEN DUCT IS LOCATED IN
ATTIC SPACES ABOVE THE BUILDING INSULATION AND 4.2 WHEN LOCATED BELOW THE BUILDING INSULATION UNLESS OTHERWISE NOTED ON THE DRAWINGS.
THESE R VALUES ARE
"AS -INSTALLED" MINIMUMS. INSULATION NOMINAL THICKNESS SHALL NOT EXCEED 2". FLEXIBLE EXTERNAL INSULATION SHALL HAVE AN "AS -PACKAGED"
R VALUE NOT LESS THAN
25% GREATER THAN THE REQUIRED "AS -INSTALLED" VALUE AND SHALL HAVE A DUPLEX LAMINATED, REINFORCED ALUMINUM FOIL VAPOR BARRIER.
RIGID EXTERNAL INSULATION 1'
SHALL HAVE AN "AS -PACKAGED" R VALUE NOT LESS THAN THE 'REQUIRED "AS -INSTALLED" VALUE AND SHALL HAVE ALL SERVICE JACKET (ASJ) FACING.
INSULATE ALL SHEET -,
METAL SUPPLY, AND RETURN AIR DUCTWORK LOCATED IN CONCEALED SPACES AND BACKS AND NECKS OF DIFFUSERS WITH FLEXIBLE EXTERNAL INSULATION.
INSULATE ALL SHEET
METAL SUPPLY AND RETURN AIR DUCTWORK LOCATED IN AREAS EXPOSED TO VIEW WHETHER AREAS ARE AIR CONDITIONED OR NOT, AND RETURN AIR
PLENUM FOR VERTICAL AIR
HANDLING UNITS WITH SEMI-RIGID EXTERNAL INSULATION. LAP ALL JOINTS A MINIMUMS 2" WITH GLASS CLOTH AND EMBED GLASS FABRIC IN COAr
OF WHITE MAST(` ,: AND
COVER GLASS FABRIC WITH WHITE MASTIC (DUCT TAPE SHALL NOT BE USED). ADHERE INSULATION TO DUCT WITH ADHESIVE APPLIED WITH A 2" WIDE
BRUSH AT 8" ON CENTERS.
ON DUCTS OVER 24" ON ANY SIDE, ADDITIONALLY ATTACH INSULATION TO DUCTWORK Ok 130TTOM AND SIDES WITH GRAHAM PIN STUDS AND SPEED
WASHER OR STICK CLIPS
PLACED 18" ON CENTER EACH WAY.
12. FLAMMABILITY: ALL INSULATION MATERIALS AND COATINGS SHALL MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER NEPA BULLETIN ,_90
A WHEN TESTED IN
ACCORDANCE WITH ASTM ` STANDARD E84. ' SMOKE DEVELOPED LESS THAN OR EQUAL TO 50,' AND FLAME SPREAD LESS THAN OR EQUAL TO 25. ALL
COATINGS AND MASTICS
SHALL BE NONFLAMMABLE IN THE WET STATE.
13. AIR DISTRIBUTION EQUIPMENT. AIR DISTRIBUTION DEVICES SHALL BE SELECTED TO DELIVER INDICATED VOLUME OF SUPPLY AIR WITHOUT EXCEEDING THE AVAILABLE THROW AND
WITH AN NC RATING NOT EXCEEDING 30, INCLUDING HALF OPEN DAMPER. SUBMITTAL DATA SHALL INDICATE PERFORMANCE OF SELECTED DEVICES INCLUDING AIR QUANTITY I
PATTERN THROW PRESSURE DROP, SOUND LEVEL, FINISH, DIMENSIONS AND CONSTRUCTION. SUPPLY DIFFUSERS AND RETURN GRILLS SHALL BE AS SCHEDULED ON DRAWINGS
AND SHALL HAVE BAKED ENAMEL FINISH WITH COLOR SELECTED, BY ARCHITECT. a
14. EXHAUST FAN SHALL BE OF SIZE, TYPE AND CAPACITY INDICATED ON THE DRAWINGS. POWER SUPPLY' SHALL BE AS SCHEDULED. THE COMPLETE UNITS SHALL BE APPROVED
BY THE UNDERWRITERS' LABORATORIES AND BE IN FULL ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRIC CODE. FAN CONTROL SHALL BE BY TRANE TRACKER
CONTROL SYSTEM.
EQUIPMENT. 15. TEST, BALANCE AND OPERATION. PROVIDE TEMPORARY FILTERS PRIOR TO OPERATING E Q TEST AND BALANCE ALL AIR SYSTEMSIN ACCORDANCE WITH AABC' x<<
PROVIDE TAB AGENCY WITH TECHNICAL SUPPORT TO OPERATE ALL CONTROL FUNCTIONS DURING TAB WORK. PROVIDE NATIONAL STANDARDS.IDE 24 HO R OPERATIONAL TESTS
OPERATING, PARTS LIST AND MAINTENANCE ,y
TO SATISFACTION OF OWNER,' INSTRUCT OWNER, AND PROVIDE OPER G, ANCE MANUAL. AFTER CONSTRUCTION DUST HAS BEEN REMOVED FROM
BUILDING BY TEMPORARY FILTERS, INSTALL NEW FILTERS.
16. LEAVE ALL SYSTEMS COMPLETELY OPERATIVE IN ALL DETAILS AND IN SATISFACTORY WORKING CONDITION, AS DETERMINED BY THE ARCHITECT. F RNISH AND INSTALL AS
PART OF THIS CONTRACT ALL APPARATUS AND MATERIAL OBVIOUSLY A PART OF THE SYSTEMS AND NECESSARY' FOR THEIR OPERATION.
}
17. EQUIPMENT IDENTIFICATION: PROVIDE IDENTIFICATION NAMEPLATES ON ALL MECHANICAL RELATED EQUIPMENT INCLUDING CONTROL DEVICES, GIVING THE NAME AND NUMBER OF
THE ITEM OF EQUIPMENT TO WHICH IT IS CONNECTED.
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POWELL & HINKLE ENGINEERING, P.A. 4
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1409 KINGSLEY AVENUE, BLDG 12A
NON RATED: P & H LANE R. HINKLE PE 48076 ''��\Iwl+�a��
ORANGE PARK, FLORIDA 32073 '' ......
1 HR. RATED: — — (904) 264-5570 FAX,(904) 278-2646 THOMAS M. ELDER PE 56121 a�oi. �,.'it,a�\4�,
ENGINEERING _ RICHARD A. MATHEWS PE 59418
2 H CORPORATION FLA. REG. EB 4577
R. RATED: — DAVID R. SPELL JR. PE 54729
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ISSUE DATE:
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REVISIONS
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D1 DISCONNECT AND REMOVE EXISTING FIXTURE AND ASSOCIATED Q CONNECT TO EXISTING 4" UNDERGROUND SANITARY.
DRAIN, VENT AND SUPPLY PIPING AS REQUIRED. CAP EXISTING BACKFILL,COMPACTA& REINSTALL VAPOR BARRIER.
SANITARY BELOW FINISHED FLOOR. CAP EXISTING VENT AND FIELD VERIFY SIZE, LOCATION AND INVERT ELEVATION.
DOMESTIC SUPPLY WATER LINES ABOVE FINISHED CEILING. 0 CONNECT TO EXISTING VENT ABOVE CEILING/ATTIC.
D2 DISCONNECT AND REMOVE EXISTING FIXTURE. PREP EXISTING FIELD VERIFY SIZE AND LOCATION.
DRAIN, VENT AND SUPPLY PIPING FOR CONNECTION TO NEW O3 CONNECT TO 'EXISTING CW/HW SUPPLY LOCATED
FIXTURE AS REQUIRED. ABOVE CEILING. FIELD VERIFY SIZE AND LOCATION.
D3 EXISTING FIXTURE AND ASSOCIATED SUPPLY, DRAIN AND O4 CONNECT NEW DRINKING FOUNTAIN TO EXISTING SUPPLY
VENT PIPE TO REMAIN.AND DRAIN IN WALL: FIELD VERIFY SIZE AND LOCATION.
D;4 DISCONNECT AND REMOVE EXISTING WATER HEATER ON O5 CONNECT TO DISH V ASHER.
PLATFORM. PREP EXISTING PIPING FOR CONNECTION TO SEAL
NEW WATER HEATER AS REQUIRED. 0 DISPLAY KITCHEN, NO PLUMBING CONNECTIONS IN THIS AREA.
PLUMBING FLOOR PLAN'
—
SCALE 1/4" - l'—O"
No.48076
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WALL TYPE LEGEND =`,� :• STATE F
ROBERT L. HINKLE PE 29302 .r k><'
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1409 KINGSLEY AVENUE, BLDG 12A
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NON RATED: P & ,H LANE R. HINKLE PE 48076 S
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7 30/17 1 HR. RATED: �.e.�aoesps+�a
(904) 264-5570 FAX:(904) 278-2646 RICHARD A. MATHEWS PE 59418
ENGINEERING CORPORATION FLA. REG. EB -4577
2 8 � 2 P � � � 2 H R. RATED: — � — � — DAVID R. SPELL JR. PE 5472.9
PROJECT NO.
17032
ISSUE DATE
8-02-17
REVISIONS
DRAWN BY:
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ISSUE DATE
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ISSUE DATE
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REVISIONS
DRAWN BY:
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PLUMBING SPECIFICATIONS
1. SCOPE: PROVIDE A COMPLETE PLUMBING SYSTEM AS SHOWN ON DRAWINGS AND MEETING
REQUIREMENTS OF APPLICABLE STATE" AND LOCAL CODES. OBTAIN ALL REQUIRED PERMITS AND
CERTIFICATES.
F 2. GUARANTEE: PROVIDE ALL NEW MATERIALS AND EQUIPMENT, AND GUARANTEE SAME
AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. AS FAR AS
w PRACTICAL, SIMILAR PRODUCTS SHALL BE BY ONE MFG.
3. CUTTING & PATCHING: ASSUME LIABILITY FOR CUTTING AND PATCHING. PROVIDE
REQUIRED CHASES, SLOTS AND OPENINGS. FOR REQUIRED PIPE SLEEVES THROUGH WALLS. PRIOR
TO CUTTING FLOOR SEE EXISTING STRUCTURAL FOUNDATION PLAN FOR FOUNDATION AND FOOTER
LOCATIONS AND ELEVATIONS. CUT CONCRETE FLOOR SLAB WHERE REQUIRED FOR LOCATION OF
L
UNDER FLOOR SANITARY PIPING. COMPLETE ALL BACKFILL OF EXCAVATIONS AND COMPLETE ALL
CONCRETE FLOOR SLAB WORK, INCLUDING AREAS LEFT OPEN FOR FUTURE SERVICE
CONNECTIONS, TO MATCH SURROUNDING FLOOR LEVEL AND FINISH.
4. FIXTURES: SHALL BE AS SCHEDULED ON THE DRAWINGS. FIXTURE TRIM AND FITTINGS'
SHALL BE C.P. BRASS INCLUDING PIPING 'SERVING FIXTURES EXPOSED BEYOND FACE OF FINISHED
,WALL. PROVIDE STOPS IN WATER SUPPLIES TO EACH AND EVERY FIXTURE. FIXTURE MOUNTING
HEIGHT SHALL BE AS SHOWN ON THE ARCH. DRAWINGS.
5. CONNECTIONS TO EQUIPMENT FURNISHED AND INSTALLED BY OTHERS; COMPLETE ALL
ROUGH IN AND FINAL CONNECTIONS TO LAVATORY AND SHOP EQUIPMENT FURNISHED AND
� INSTALLED BY OTHERS. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF EQUIPMENT AND
LOCATION.
6. SANITARY PIPING: SOIL, WASTE AND VENT PIPING ABOVE AND BELOW GRADE SHALL BE
ONE OF THE FOLLOWING; SOLID WALL POLYVINYL CHLORIDE (PVC), SCHEDULE 40, SOLVENT WELD
HT CAST-IRON, NO HUB
JOINTS, SPUN SERVICE WE G _ , JOINTS MADE WITH STAINLESS STEEL
CLAMPS AND NEOPRENE GASKETS, OR COPPER DWV, SOLDER JOINTS. (NOTE: CEILINGS USED AS
RETURN AIR PLENUMS. ANY NEW OR EXISTING PVC PIPING LOCATED IN RETURN AIR PLENUMS
SHALL BE -INSULATED WITH 1/2" THICK PLENUM REATED INSULATION.) SUPPORT ALL SOIL AND
VENT STACKS AT BASE. FLASH ALL VENTS PASSING THROUGH ROOF WITH SHEET LEAD
EXTENDING AT LEAST 8" OUT AROUND BASE AND AT LEAST 6" UP STACK INTO FLASHING
COLLAR. PROVIDE CLEANOUTS AS SHOWN ON DRAWINGS AND REQUIRED BY CODE. USE SCREW
TYPE CLEANOUTS FOR PIPING CONCEALED IN WALL WITH CHROMIUM PLATED BRONZE COVER
i
PLATES.
7. WATER SUPPLY PIPING: ABOVE GRADE HOT AND COLD WATER SUPPLY PIPING SHALL BE
ONE OF THE FOLLOWING; CHLORINATED POLYVINYL CHLORIDE (CPVC), SOLVENT WELD JOINTS,
SUITABLE FOR USE AT MINIMUM WORKING PRESSURE OF 160 PSI AT 73 DEG. F. AND 100 PSI AT
180 DEG. F. PIPES 1/2" THRU 2" SHALL BE CPVC-CT (COPPER PIPE SIZE) MEETING TEST
REQUIREMENTS OF SDR 11 PIPES LARGER THAN 2 SHALL BE CPVC SCHEDULE 80 WITH
E
SCHEDULE 80 FITTINGS OR TYPE L HARD COPPER WITH CAST OR WROUGHT SOLDER JOINT
FITTINGS. BELOW GRADE COLD WATER SUPPLY PIPING SHALL BE ONE OF ,THE FOLLOWING
CHLORINATED POLYVINYL CHLORIDE (CPVC), SOLVENT WELD JOINTS, SUITABLE FOR USE AT
MINIMUM WORKING PRESSURE' OF 160 PSI AT 73 DEG. F. AND 100 PSI AT 180 DEG. F. PIPES'
1/2" THRU 2" SHALL BE CPVC-CT (COPPER PIPE SIZE) MEETING TEST REQUIREMENTS OF SDR
11. PIPES LARGER THAN 2" SHALL BE CPVC SCHEDULE 80 WITH SCHEDULE 80 FITTINGS OR
TYPE "K" HARD COPPER WITH CAST OR WROUGHT SOLDER JOINT FITTINGS PROTECTED BY
BITUMINOUS COATING. WATER HAMMER ARRESTORS SHALL BE BELLOWS OR PISTON TYPE SIZED
PER MFG. RECOMMENDATIONS. VALVES SHALL BE LINE SIZE UNLESS SPECIFICALLY SHOWN
OTHERWISE. ALL 'EQUIPMENT SERVICE VALVES AND ALL SHUT-OFF VALVES 2» AND SMALLER
SHALL BE BRONZE BODY FULL PORT BALL VALVES WITH STAINLESS STEEL BALL AND NYLON
SEAT.' INSTALL BALL VALVES AT TAKE -OFF FROM MAIN, UPSTREAM OF ,ALL EQUIPMENT
CONNECTIONS, AND WHERE SHOWN ON DRAWINGS: PROVIDE UNIONS AT EACH THREADED VALVE,
j FIXTURE OR APPARATUS TO FACILITATE REMOVAL., TRAP PRIMERS SHALL BE SIMILAR TO
PRIME.. -RITE AS MANUFACTURED BY PRECISION PLUMBING PRODUCTS, INC., OR AS SCHEDULED ON
DRAWINGS.
8. INSULATION: INSULATE HOT WATER PIPING WITH 1" THICK ARMAFLEX AND COLD WATER
11 A
PIPING WITH 1/2" THICK ARMAFLEX PIPE INSULATION PER MAIFACTU_RERS RECOMMENDATIONS
INSULATE ALL OTHER PVC PIPING LOCATED IN SUPPLY OR RE-TAIRN ".AIR PLENUMS WITH MINIMUM
1/2" THICK ARMAFLEX INSULATION. AT ALL EXPOSED PIPING UNDER HANDICAPPED LAVATORIES
AND/OR SINKS, PROVIDE PRE MOLDED VINYL INSULATION. INSULATION SHALL BE "HANDI
LAV -GUARD" INSULATION KITS AS MANUFACTURED BY TRUEBRO INC. OR APPROVED EQUAL.
p TRUEBRO INC. PHONE NO. IS (203) 875-2868. ALL INSULATION MATERIALS SHALL MEET FLAME
SPREAD AND SMOKE DEVELOPED RATINGS PER NFPA BULLETIN 90-A WHEN TESTED IN
ACCORDANCE WITH ASTM STANDARD E 84. SMOKE DEVELOPED LESS THAN OR EQUAL TO 50,
AND FLAME SPREAD LESS THAN OR EQUAL TO 25. WHEN REQUIRED BY THE LOCAL AUTHORITY
A I :
HAVING JURISDICTION (AHJ), ALL PVC PIPING LOCATED WITHIN CEILINGS L NGS SHALL BE INSULATED
WITH 1/2" THICK PIPE INSULATION. INSULATION SHALL MEET .ALL STATE AND LOCAL CODE
REQUIREMENTS FOR PLENUM USE. CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH LOCAL
BUILDING OFFICIAL PRIOR TO BID.
9. PIPE HANGERS: PIPE HANGERS SHALL BE GALVANIZED STEEL CLEVIS HANGERS SELECTED
WITHIN THE MANUFACTURER'S PUBLISHED LOAD RATINGS AND SHALL BE AUTO -GRIP, FEE AND
MASON, OR GRINNEL. HANGERS FOR COPPER PIPE SHALL BE EITHER COPPER -PLATED TYPE OR
THERE SHALL BE A SHIELD OF 4 POUNDS SHEET LEAD TO COMPLETELY SURROUND THE PIPE TO
PREVENT DIRECT CONTACT WITH THE HANGER. SUPPORTS FOR PIPES WITH VAPOR BARRIER`
TYPE COVERING SHALL NOT CONTACT THE PIPE BUT SHALL SURROUND THE UNBROKEN
COVERING. PROVIDE GALVANIZED STEEL SHIELDS WITH MITERED CORNERS PROPERLY FORMED TO
THE JACKET OUTSIDE DIAMETER BETWEEN HANGER CLEVISES AND THE LOWER 1/3 OF THE
CIRCUMFERENCE.
10. SECONDARY PIPE SUPPORTS. MAKESHIFT, FIELD DEVISED METHODS OF PLUMBING PIPE
SUPPORT, SUCH AS WITH THE USE OF SCRAP FRAMING MATERIALS, ARE NOT ALLOWED.
SUPPORT AND POSITIONING OF PIPING SHALL BE BY MEANS OF ENGINEERED' METHODS ;THAT
COMPLY WITH IAPMO PS 42-96. THESE SHALL BE HUBBARD ENTERPRISES/HOLDRITE SUPPORT
SYSTEMS OR OWNER -APPROVED EQUIVALENT. FOR PLENUM APPLICATIONS USE PIPE SUPPORTS
THAT MEET ASTM E-84 25/50 STANDARDS, SUCH AS THE HUBBARD ENTERPRISES/HOLDRITE
FLAME FIGHTER TM OR OWNER -APPROVED EQUIVALENT. FOR VERTICAL MID -SPAN SUPPORTS OF
PIPING 4" AND UNDER, USE HUBBARD ENTERPRISES/HOLDRITE STOUT BRACKETSTM WITH HUBBARD
ENTERPRISES/HOLDRITE STOUT CLAMPS OR TWO -HOLE PIPE CLAMPS (MSS TYPE 26).
11. PIPE SLEEVES: PROVIDE PIPE SLEEVES OR CORE BORE FOR ALL PIPES PASSING THROUGH
CONCRETE OR MASONRY WALLS. SLEEVES THROUGH FLOOR SLABS OR FIRE WALLS SHALL BE
GALVANIZED STEEL PIPE OF PROPER SIZE. FILL ALL SPACES BETWEEN PIPING AND SLEEVES
PASSING THROUGH =;FIRE -RATED WALLS,; FLOORS, OR CEILINGS WITH MATERIAL CAPABLE OF
MAINTAINING THE FIRE -RESISTANCE RATING OF THE WALL, FLOOR OR CEILING. USE METACAULK
950GW-1 OR APPROVED EQUAL" CAULKING MATERIAL FOR PVC AND CPVC PIPING.
12. ESCUTCHEONS: PROVIDE ESCUTCHEONS ON ALL FINISHED SURFACES WHERE PIPING
PENETRATE. FASTEN SECURELY TO PIPE OR PIPE COVERING.
13. TESTING: TEST ALL DRAINAGE AND VENT PIPING BEFORE FIXTURE INSTALLATION BY
PLUGGING OPENINGS, FILLING ENTIRE SYSTEM WITH WATER, AND HOLD FOR AT LEAST 3 HOURS.
IF SYSTEM IS TESTED 1N SECTIONS PROVIDE AT LEAST AN 8 FT. HIGH STAND PIPE TO PROVIDE
ADEQUATE PRESSURE. TEST ALL WATER SUPPLY PIPING USING THE SAME METHOD EXCEPT HOLD
AT 125 PSIG PRESSURE FOR AT LEAST 2 HOURS. REMAKE ALL LEAKING JOINTS AND RETEST
UNTIL SYSTEMS PROVE TIGHT. THESE TESTS ARE MINIMUM AND ARE NOT INTENDED TO BE
LIMITING
WHERE ADDITIONAL TESTING METHODS ARE 'REQUIRED BY GOVERNING AUTHORITY. TEST
` EACH FIXTURE FOR SOUNDNESS, STABILITY OF SUPPORT, AND SATISFACTORY OPERATION OF ALL
ITS PARTS.
-
N: AFTER TESTS ARE COMPLETE 14.' STERILIZATION: , FILL ALL ' WATER SUPPLY SYSTEMS WITH A
50 PPM AVAILABLE CHLORINE SOLUTION 'ALLOW TO STAND FOR AT LEAST 6 HOURS AND FLUSH
WITH CLEAN WATER.
II
MODEL
PDL
SIZE
MIPS(APPROXIMATE)
THREAD
VACUUM RELIEF VALVE
PLUMBING EQUIPMENT -SCHEDULE
LEGEND
WATTS MODEL N36
B
LL
CW/HW SUPPLY
F-1
30 -OM FLOOR DRAIN C PIPE RISERS (DROP)
SEE PLAN FOR SIZE
WHITE VITREOUS CHINA FLOOR MOUNTED TANK TYPE WATER CLOSET WITH
NOTE: SEE SPEC. FOR
AND CONT.
CHECK
ELONGATED BOWL FOR HANDICAPPED. AMERICAN STANDARD CHAMPION 4 RIGHT
- FLOOR CLEANOUT -0--0- PIPE RISERS (UP)
1 1/8
3.5
VALVE (TYP.)
HEIGHT MODEL 2002.014 FOR TRIP LEVER ON LEFT SIDE WITH BEMIS MODEL `
WALL CLEANOUTPIPE ENDCAPPED
END(CAPPED)
3/4
5 5/8
7800TJDG SEAT, BOLT CAPS AND LOOSE KEY WALL SUPPLY. PROVIDE MODEL-
4.3
UNION
(TYP.)
TE -1, THERMAL
4266.804 FOR TRIP LEVER ON RIGHT AS REQUIRED.
-00 TRAPPED DRAIN S SANITARY SEWER LINE
7 1/2
1 5/8
6.5
F-2
1250XL-D
TERMINATE DRAIN
E
1
9 5/16
1 3/4
EXPANSION TANK
WHITE VITREOUS CHINA UNDER COUNTER LAVATORY FOR HANDICAPPED. AMERICAN
----_
'� TRAP V VENT LINE
FROM T&P RELIEF
c�
10 1/4
2 1/2
22.4
114-154'
STANDARD OVALYN MODEL 9482 WITH MOEN BRANTFORD BRUSHED NICKEL MODEL
F
1
10 7/8
c.�
34.4
155-330
T6620BN WIDESPREAD FAUCET WITH LEVER HANDLES OFFSET GRID DRAIN 1`7 GAGE
,
INV. EL. INVERT ELEVATION JIl
VTR VENT THRU -ROOF
VALVE AT EXISTING
HAMMER ARRESTERS PRODUCT LINE.
3. WATER HAMMER ARRESTERS ARE REQUIRED TO BE "LEAD-FREE"
OFFSET CAST BRASS P -TRAP AND CAST BRASS LOOSE KEY WALL SUPPLIES.
2822P201
2 HR. RATED: -
WATER
A. MATHEWS
SPELL JR.
PROVIDE WITH LEONARD POINT OF USE MIXING VALVE MODEL 170 WITH RECESS
"-- COLD WATER ---- HOT- WATER
TERMINATE DRAIN
HEATER
MOUNTED LOCKING VALVE BOX. INSULATE SUPPLY AND DRAIN LINES TO COMPLY
FROM DRAIN PAN
.-_
DRAIN
WITH A. .A. REQUIREMENTS
- +E� UNION
WALL HYDRANT
AT EXISTING
�-- PAN
F73
BALL VALVE
WALL HUNG MULTI-LEVEL BARRIER FREE WATER. COOLER.. ONE FOUNTAIN SHALL BE
_4 _
EXCEPT OTHERWISE S. A. SHOCK ABSORBER
�. ( NOTED)
WHEEL CHAIR ACCESSIBLE. ELKAY MODEL LZSTLVR8SC. WITH STAINLESS STEEL
�� VALVE NORMAL CLOSE A. P. ACCESS PANEL
FINISHING. WATER COOLER SHALL BE FOR 120 VOLTS, .SINGLE PHASE SERVICE.
r
PROVIDE WITH CANE APRON ELKAY MODEL LKPREZL INSTALLED PER MANUFACTURE
PRESSURE RELIEF VALVE _ - - - EXISTING SANITARY SEWER
DETAIL - WATER HEATER
INSTRUCTION AND FLOOR MOUNTED CHAIR CARRIER.
N
F-4
EXISTING COLD WATER -------------- EXISTING VENT
NOT TO SCALE
UNDER COUNTER MOUNTED 16 GA. OFFSET DOUBLE COMPARTMENT STAINLESS
CD
STEEL SINK, ELKAY MODEL EFRU3120R WITH MOEN A.D.A. COMPLIANT HIGH ARC
-»--»--� •-
r. EXISTING HOT WATER DEMOLITION
FAUCET MODEL 5985 ELKAY LK -35L DRAIN 17 GA. OFF -SET CAST BRASS
VALVE/REGULATOR
CONTROL VALVE REGULATOR --IBJ- CHECK VALVE
z0
P -TRAP AND CAST BRASS, LOOSE KEY WALL SUPPLIES. PROVIDE WITH LEONARD
LL
OF USE MIXING VALVE MODEL 170 WITH RECESS MOUNTED LOCKING VALVE
0,4 STRAINER FILTER - - - GAS
BOX.
F -4A (DISPLAY SINK)
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UNDER COUNTER MOUNTED 16 GA. OFFSET DOUBLE COMPARTMENT STAINLESS
- - - - - - - - - - - - - - - - - - - - - - -
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WALL
STEEL SINK, ELKAY MODEL EFRU3120R WITH MOEN A.D.A. COMPLIANT HIGH ARC
P LUMBING GENERAL NOTES
L----�
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FAUCET MODEL 5985 AND ELKAY LK -35L DRAIN.
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F- 5
1. E SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
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II I II
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II II
REFRIGERATOR ICE MAKER WATER SUPPLY BOX WITH INTEGRAL WATER HAMMER
/
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ARRESTORS. PRECISION PLUMBING PRODUCTS MODEL MM -500 PIMB.
2 OORDINATE HVAC EQUIPMENT AND DUCT LOCATION WITH HVAC CONTRACTOR.
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CLEANOUT
F-6
SEE:'MECH DWGs. FOR ADDITIONAL INFORMATION.
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WALL
WITH STAINLESS
HEAVY DUTY % HP 120 VOLT GARBAGE DISPOSAL, EMERSON MODEL BADGER 5
I 3. [IO NOT INSTALL PIPING ABOVE ELECTRICAL PANELS OR EQUIPMENT. I
I
COVER PLATE
WITH DISHWASHER DRAIN CONNECTION, SUPPLY DISPOSER FLANGE, STOPPER ANDSTEEL
COORDINATE ELECTRICAL PANEL AND EQUIPMENT LOCATION WITH ELECTRICAL
NECESSARY ACCESSORIES TO MAKE COMPLETE INSTALLATION.
CONTRACTOR.
i
BF -1
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-
DOUBLE CHECK BACKFLOW PREVENTER WITH LEAD FREE CONSTRUCTION, WATTS
t
4. RUN ALL HORIZONTAL COLD &HOT WATER PIPING ABOVE CEILINGS UNLESS
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SERIES LF7R.'PROVIDE UNIT WITH BRONZE STRAINER AND SHUT-OFF VALVES.
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OTHERWISE NOTED.
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WALL CLEAN OUT, J. R. SMITH 4472-U WITH VANDAL PROOF SCREW AND
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5. EXTERIOR HOSE BIBS TO BE LOCATED 18 ABOVE GRADE UNLESS OTHERWISE
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STAINLESS STEEL COVER.
SEE PLAN AND
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NOTED.
DIAGRAM FOR
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COMMERCIAL GRADE U. L. LISTED ELECTRIC WATER HEATER WITH GLASS LINED 30
6. INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER, USING ONLY
PIPE SIZE
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-
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GALLON STORAGE TANK. PROVIDE HEATER: WITH FOAM INSULATION AND HIGH
'
WORKMEN THOROUGHLY QUALIFIED IN THE TRADE OR DUTIES THEY ARE TO
I
-
-
u-
EFFICIENCY HEATING.ELEMENTS.A.O. SMITH COMMERCIAL MODEL DEL -30; 4.5KW,
.
PERFORM. ROUGH WORK WILL BE REJECTED.
t
208 VOLTS/1 PHASE. PROVIDE WITH FACTORY PRE -CHARGED DIAPHRAGM TYPE
EXPANSION TANK FOR POTABLE WATER. WATTS MODEL PLT -12. PROVIDE WITH
7. MAINTAIN A MINIMUM 10 CLEARANCE BETWEEN HVAC EQUIPMENT FRESH AIR
WALL MOUNTING BRACKET AND INSTALL PER MANUFACTURE INSTRUCTION:
INTAKES AND SANITARY VENTS.
r -I
ALL FIXTURES AND TRIM SELECTIONS SUBJECT TO OWNER/ARCH I TECTINTERIOR
8. FIELD VERIFY' ALL EXISTING PIPING AND PIPING CONNECTION SIZES AND
-
CLEANOUT DETAIL.: WALL CL
1 DESIGNER FINAL APPROVAL. ALL FIXTURE COLOR AND TRIM FINISH SELECTIONS
ON THE DRAWING` EXISTING CONCEALED I
LOCATIONS.:: EXCEPT OTHERWISE ,NOTED ,
NOT TO SCALE
SUBJECT TO THE OWNER ARCHITECT INTERIOR DESIGNER FINAL APPROVAL
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SYSTEM OR FIXTURES SHALL
PIPING NOT CONNECTED TO NEW PLUMBINGL BE
,<
- - - - - - - - - - - - - - - -- - - - _. - - -
CAPPED BEHIND FINISHED WALL OR BELOW FLOOR AND ABANDONED 1N PLACE.
K
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WALL -
9. PROPERLY CONNECT NEW PLUMBING SYSTEM AND FIXTURES TO EXISTING
_
SYSTEM. PROVIDE NEW FITTINGS AS REQUIRED FOR PROPER CONNECTION.
1/2"0 ANCHOR
_I
BOLT
10. FIELD VERIFY EXISTING BUILDING STRUCTURAL. NOTIFY GENERAL CONTRACTOR
SEE PLAN
FOR RESOLUTION IF EXISTING BUILDING STRUCTURE IMPEDES PLUMBING
FOR SIZE
1-1/2"
ATI N. STRUCTURAL DRAWINGS FOR
I ,STALL 0 SEES UC ADDITIONAL INFORMATION AND
_
I INSTRUCTION. (
11 .DOMESTIC WATER SHUT-OFF VALVES LOCATED ABOVE DRYWALL CEILINGS
SHALL BE GROUPED TOGETHER TO PROVIDE ACCESS FROM SINGLE ACCESS
PANELS IF POSSIBLE. PROVIDE WITH IDENTIFICATION IC TION. TAG INDICATING AREAS THE
MODEL
PDL
SIZE
MIPS(APPROXIMATE)
THREAD
DIMENSIONS
AIR
CHAMBER
VOLUME
FIXTURE UNIT
CAPACITY
A
B
LL
1-
W
in.
in.
in.
cubic - in.
NOTE: SEE SPEC. FOR
1250XL-A
A
1/2
5 1/4
1 1/8
3.5
1-11
1250XL-B
B
3/4
5 5/8
1 5/8
4.3
12-32
1250XL-C<
C
1'
7 1/2
1 5/8
6.5
33-60
1250XL-D
D
1
9 5/16
1 3/4
10.0
61-113
1250XL-E
_E
1 <"
10 1/4
2 1/2
22.4
114-154'
1250XL-F
F
1
10 7/8
2 7/8
34.4
155-330
NOTES:
1. "PDI" REFERS TO THE PLUMBING AND DRAINAGE INSTITUTE.
2. MODEL NUMBERS, DIMENSIONS AND ASSOCIATED CAPACITIES
INDICATED IN THIS DETAIL WERE DERIVED FROM ZURN/WILKINS WATER
HAMMER ARRESTERS PRODUCT LINE.
3. WATER HAMMER ARRESTERS ARE REQUIRED TO BE "LEAD-FREE"
AND SHALL MEET THE REQUIREMENTS OF BOTH NSF 61 AND NSF 372.
VALVE CONTROLS.
I
1 ,, COORDINATE' ALL LATERAL CONNECTIONS WITH CIVIL ENGINEERING DRAWINGS,
ANY
CONFLICTS TO BE RESOLVED PRIOR TO START OF CONSTRUCTION.
13. CLEANOUTS ON 6» AND SMALLER PIPING SHALL BE PROVIDED WITH A
CLEARANCE OF NOT LESS THAN 18" FOR RODDING CLEANOUTS ON 8" AND
LARGER PIPING SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36" L`
FOR RODDING. - -- - - - -
- ---�
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LOCATION
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PIPE SUPPORT SPACING
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AND HANGER ROD SIZE REQUIREMENTS
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DETAIL - PIPE
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NOT TO SCALE
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WALL TYPE LEGEND
ROBERT L. HINKLE PE 29302
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POWELL & HINKLE ENGINEERING, P.A.
C.
PE
92
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NON RATED:
& 1409 KINGSLEY AVENUE, BLDG 12A LA E R
P H LANE R.
HINKLE
KL
PE
48076
48076
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7/30/17
1 HR. RATED: - . - - -
ORANGE PARK, FLORIDA 320'73
(904) 264-55'70 FAX -(904) 278-2646 THOMAS
M. ELDER
PE
PE
56121
2822P201
2 HR. RATED: -
ENGINEERING CORP RICHARD
ORATION FLA. REG. EB -4577
DAVID R.
A. MATHEWS
SPELL JR.
PE
59418
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PROJECT NO.
17032
ISSUE DATE
8-02-17
REVISIONS:
DRAWN BY:
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PROJECT NO.
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ISSUE DATE
8-02-17
REVISIONS:
DRAWN BY:
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