HomeMy WebLinkAbout141-07 TX 14' Oversized PlansGENERAL NOTES
I . FOR EXPANDED PARTIAL FIRST FLOOR PLAN5-5EE A- I . 10 AND A-! • 1 1
2, FOR EXPANDED GUESTROOM PLANS SEE 5HEET5 A-4. I TMRU A-4.7
3, ffXPANDFD STAIR PLANS AND DETAILS SEE A-7.3 AND A-7.4
4, FOR REFLECTED CEILING PLANS SEE SHEETS A- I.G THRU A- 13
5 1;. FOR DOOR SCHEDULE AND DETAILS SEE SHEET A-5,1
G. FOR WINDOW ELEVATIONS AND DETAILS SEE 5HEET5 A-53
7. G MIL VAPOR BARRIER AT ALL EXTERIOR WALLS TO BE ON EXTERIOR SIDE OF STUD
WALL BETWEEN STUD AND SHEATHING
8. ALL WOOD SHEATHING AND BLOCKING USED 15 TO BE FIRE TREATED WOOD.
13. CONTRACTOR TO PROVIDE G` STUD WALLS WHERE NEEDED TO CONTAIN VERTICAL
PLUMBING.
10. ALL CONCRETE BLOCK WALLS THAT ARE EXP05ED TO GUESTS ARE TO BE FURRED W1
7/5" METAL FURRING OR 1- 1/2" METAL HAT CHANNELS @ WALLS WITH ELEC. OUTLETS.
WALLS TO RECEIVE ONE LAYER OF 5/5" FIRE RATED GYP5UM DRYWALL ON EACH SIDE
DELETE 5/6" FIRE RATED GYP BOARD * FURRING @ BLOCK WALLS IN BACK OF HOU5F,
AND STORAGE ROOMS. CONCRETE BLOCK AT BACK OF HOUSE AREAS AND
STORAGE ROOMS TO BE PAINTED
1 1. AT ALL FIRE RATED PARTITIONS, PROVIDE STENCILED SIGN (IN 2" LETTER5) IN
CONCEALED 5PACE5 @ 10'-0" O.C.TO READ; "5MOKE/FIRE BARRIER, PROTECT ALL
OPENING5",
12,5LOPE ALL SIDEWALKS AWAY FROM BUILDING A MIN. 1/5" PEP, FOOT BEGINNING AT
FACE OF EXTERIOR, ALL 51DEWALKS TO HAVE LIGHT BROOM FINISH UNO
3, SEE CIVIL SEE CIVIL DRAWINGS FOR EXTENTS FOR ALL SITE IMPROVEMENTS,
f N
INCLUDING SIDEWALKS. DRAWING5 FOR DETAILS EXTENT5. 5 j 2 4 (7
KEY NOTES
OUTLINE OF ROOF/CORNICE/BUILDING ABOVE . ....
(lI-:2 10# FIRF EXTINGU15hEP, IN CABINET, SEE 6/A-8,2
10# FIRE EXTINGUISHER WALL MTD, SEE 8/A-5.2
�A
PLASTIC CORNER GUARD (INSTALL @ ALL OUTSIDE CORNER5) aX
�-5 SURFACE MOUNTED WALL HEATER, SEE MECHANICAL DRAWINGS FOP, DETAILS l4z�,
N OUTLINE Of BUILDING ABOVE''
G" STUD WALL
cl
8" STUD WALL
+
t_ J1
it
15U I LT IN M I LLWORK - - ----
-7
D
Nub HOUSE TELEPHONE loo
CARD READER FOR HOTEL GUEST ACCESS
IRE PUP A C •FEEDER
H.C. ELECTRIC HJ/LO WATER COOLER 4 DUCTBANK
ELECTRICAL-/
ZWATER/ELECTRICAL
PROVIDE VISUAL AUDIBLE ALARM, SEE ELECTRICAL DRAWINGS FOR DETAILS DUMP5TER I J I ENTRANCE ROOM DUCTBANK
MOP SINK I ENCLOSURE
PPnk/InF: U/H�Fl -_-rnPC, AT I
I
—j — —
ak;l
1 N
k
4
a
NORTH STAIR
ROOF OVERHANG OR BUILDING ELEMENT ABOVE TWO PARKING 5PACE5
K
OUTSIDE ENTRANCE Room, FIN. FLR 5'-&" A5L
AUTOMATIC SPRINKLER 5Y5TEM 5TANDPIPE
OE3>- 2 HOUR FIRE RATED MECHANICAL 5HAfT5, BUILT ACCORDING TO UL DETAIL U438 COMPACT C COMPACT CAR AR
PARKING PARKING
(ED 24"x24N24" DEEP SUMP PIT WITH METAL GRATE, SEE PLUMBING DRAWINGS FOR
77-' - {-----I-------------
7 �71. 17
SUMP PUMP DETAIL5 AND PIPING
(S-18 FIRE ALARM ANNUNCIATOR PANEL
E3- LINEN CHUTE, SEE DETAIL 4/ A6.3
6--20-05HA COMPLIANT EMERGENCY _FYEWA5H STATION PROVIDE TEPIC) WATER
SLOPE
INSET PEDIMAT @ VESTIBULE 5/1 G` FOOT
-22 4" SQUARE FLOOR DRAIN
Q23)_ 4" ROUND FLOOR DRAIN
-24 CONCRETE PAC) @ WASHERS
�-25_WA51`11NG MACHINE DRAIN TROUGH WITH INTEGRAL LINT 5CREEN5
(EE26 CONCRETE PAC) @ WATER HEATERS
(2]2- PRE-FIN15HED ALUMINUM HANDRAIL/GUARDRAIL
NON -FREEZE H05F 8155, 5EE PLUMBING PLANS
-30 WALL MOUNTED MECHANICAL UNIT, SEE MECHANICAL DRAWINGS FOR DETAILSis
STEEL DOWNSPOUT TO UNDERGROUND COLLECTION 5Y5TEM, 5EE CIVIL j i ` I ; ( {
-32 KITCHEN EXHAUST HOOD, Off/Cl
ED>- BREAKAWAY WALLS BUILT IN ACCORDANCE WITH FEMA REGULATIONS, SEE 61A-2A
LIQUID APPLIED WATERPROOFING ON SHEATHING FULL HEIGHT
qE-35- MICROWAVE, Off/Cl
UNDERCOUNTER REFRIGERATOR. OF/Cl
MAGNETIC DOOR HOLD OPEN DEVICE TIED TO FIRE ALARM,, 5YST5A
`'aTRUCTURE 5ELO}X
E 61 '39 AT 'Ili `,J!\\,l �7-1,-10 t-11 A, Vi-E CONTRk-Cr)iL,,5 C)N W j
E _2
II
N TO FRONT DE5K
77
FIRE RATED HORIZONTAL EXIT @ FLOORS 4,5,6 7.
Im
ri
I &x I bN 15" PIT WITH METAL GRATE, SEE 'PLUMBING DRAWINGS
(EED-5HOWERHEAD , SEE PLUM15ING PLANS
(f:-4>4 TOILET EXHAU5T 5HAFT, SEE DETAIL O/A-8,2
�N
-45 PROVIDE SOUND ATTENUATION I FNUAI (ON BATTS IN WALL CAVITY
46 RAIN LEADER FROM ROOF ABOVE, 5EE PLUM51NG DRAWINGS FOR, DETAILS 10
STORAGE SHELVING OF/Cl
-48 SINGLE INSULATED "SMART VENT" FLOOD VENT
II
CEILING MOUNTED UNIT HEATER, SEE MECHANICAL DRAWINGS FOR, DETAILS
(Ea>-G" STEEL PIPE BOLLARD, CONCRETE FILLED, PAINT EXTERIOR TO MATCH 13 ILDING. RATED
ONE HOUR RATED EXTERIOR5TUD WALL, SHEATHING TO BE FIREREV # I
5/1 G" FOOT
�52 MINIMUM 5TC GO SOUND RATE[) WALL CONSTRUCTION SEE 3,/A-1.2 e - - - - - - - - - - - -
:-5 �3 MINIMUM 5TC 50 SOUND RATED WALL CONSTRUCTION 5EE 2/A- 1 2
UL DESI DETAIL
WALL TYPE LEGEND
ASSEMBLIES REFERENCE
NON -RATED 3-5/5" OR G'MlfffA_L _5TUD
PARTITION N/A 6/A-8.2 f I I
II
1/2 HOUR FIRE RATED METAL STUD
U-407 5/A-5. 2
GpDw PARTITION
I HOUR FIRE RATED METAL STUD
GpDw PARTITION U-465 I/A-8.2
2 HOUR FIRE RATED METAL STUD U-41 I 3/A-8.2 - - - - - - - - - - (3-
GpDw PARTITION -j-
- - - - - - - - - - - -
2 HOUR FIRE RATED METAL STUD - - - - - - - - - - - - - -
U-435 2/A-8,2 7 - - - - - - - - - - - - STAIR,
GpDw SHAFT V,/ALL ---------- ------------------- - * ------ 7-
-----------
_LL - - - - - - - - - - - I'MI, ftP 4-VA L 4 r-.>
=1112 2 HR 12" CMU LOAD BEARING WALL U-505 4/A-8.2 - - - - - -
5TAMPdb CONCRETE, SEE
CIVILDkKWINGS FOR DETAILS 131
7777= 2 HR 5" CMU LOAD BEARING WALL U-005 4/A-8.2 -7
POURED IN PLACE CONCRETE
COLUMN/WALL N/A N/A
N(X E; ff IRE RATED PARTITIONS SHALL BE CONS -I RUCTED CONTiNUOU5 TO UNDERSIDE OF
STRUCTURE ABOVE. STUD PARTITION DIMENSIONS BEGIN OR END AT EITHER THE
FACE OF cymn PFFFl?FM(F I IMF r)P FtAe-F OF CM?l It'-T"Plf(I I I\I r) %
PORTE
COCHERE
GU cESTRk-".')0M Mix FILOOR I I
R--- t4----
PER
1 11 g — ---------------------
4 PE _4 5 1 RT 4
7 TOTAL RATIO SF
-0
TVpff —iaTAR—DA—RcFKING
_8'
TYPE 2 STANDARD KING I 4% 42
L
KING STUDIO 1 2 1 2 2 2 2 2 12 2 _L7b 405
551BLE KING I - I % 423 ELEVATOR
- I i 1% G5,5 LOBBY f% TOIR, I
A'.-CF5515LE r\ING STUDIO LE
TYPE 1 DOUBLE QUEEN 5 7 7 7 7 1 7 1 47 47% �70 - 7). 74 LT _577 I N LE 5 5 Tf If EL FLAGPOLE W1 T Ii
TYPE 2 DOUBLE QUEEN 2 2 2 1 2 1 2 2 12 12% 375 US FLAG, ALIGN WITH CltpT�R. OF PORTS
DOUBLE QUEEN STUDIO 14% 645
jl�a COCHIERE COLUMN,. CERTE I RFD ON ISLAND
SQUARE FOOTAGE
'rL -HEATED & COOLED UNDUR PRO(OF I TOTAL
7p_,C)UND,FLQOp, 764 3 - 21,127
f I R5T FLOOR
12,155 1,280
13,435
SECOND FLOOR
8,2G2 1,158
9,450
THIRD FLOOR
9,33 I E)GO
10,291
FOURTH FLOOR
9,331
1360
10,201
FIFTH fLOOR,
9, 31
960
I
51XTH FLOOR
9,331 960
2)C) 1
1 ofl
SEVENTH FLOOR
9 3-51-
31
TOTALS
...,__G7,5GO 26
1 1
k
J
< / "\ I,,*
IV .1 _-4
ELEVN
20 22
13" 4 1
J /1)
OUTDOOR
STAIR
t
FROM DECK
A
-A;_L PAVING AND CONCRETE IN
HITCHED AREA TO HAVE CONTROL
JOINTS AT 36` CC EACH WAY, 5EE
CIVIL DRAWINGS FOR DETAILS
EX15TING CONCRETE 51DEWALK ON
51TE TO BE DEMOLISHED AND U. Z
REMOVED
Rpi #
J-'\,y—OUTUNff_ Of CMU
X�
TOILFT AT POOL I k,
DECK A50VE
A-7A BREAKAWAY WALLS NOTE:
T
F
ATTACH NO BUILDING UTILITIES
OR MECHANICAL EQUIPMENT TO
BREAKAWAY WALLS,
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ELEVATOR 3
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3
A
8" ASL V '111 V
-7/ -77"77
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STORAGE
FIN, FLK 5-5` A5L
V#I
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LREAKAWAY WALLS NOTE: I
ATTACH NO BUILDING UTILITIES
OR MECHANICAL EQUIPMENT TO
BREAKAWAY WALLS,
I 1XI 648
775-111) -51
-3
2
GUESTROOM ------
t-5
DENOTES GUE 2 OUTLINE OF CONCRETE DECK ABOVE
-------------
TO BE HANDICAPPED
ACCESSIBLE
GUESTROOM TO BE I
f
EQUIPPED WITH VISUAL
AUDIBLE ALARM DEVICES
Rffv #I I
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F2 5 ?1 1 1 12 :13",
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GENERAL PLAN REVISION:
SCALE: 1/8" = 18-0"
REMOVED BRICK VENEER FROM GROUND AND FIRST ff LOOK
j05 TRUE NEW PLANS SHOW E11`5 FULL HEIGHT
,,ti
Nt`,)R.THl, iORM-l'
U. 5
IEX15TING WOODo
I PLATFORM TO BE
DEMOLISHED AND
14 I RECON5TRUGTED SEE
I EXISTING CONCRETE 51DEWALK ON---,--.'A-6.4 FOR DETAILS
14 51TE TO BE DEMOLISHED AND
REMOVED
iii
i 41 1_7 18 1, U2O (DI 2
GENERAL SHEET REVISION. STAIRS WERE CHANGED
< I
TO POURED IN PLACE CONCRETE STAIRS FROM REV #I
STEEL ffRANIED STAIRS.
GENERAL SHEET REVISION. POOL DECK WAS REDUCED IN
51ZE, GRIDLINE5 REV15ED, SPACES 51111"TED ON GROUND
ELOQR,TQ COORDINATE,
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AUGUSTA, GEORGL4 30909
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Carolina Beaeh; NC
C'.1' R 0 U N D
FLOOR
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CONSTRUCT101V
DOCU.IfENTS
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B-100 #370
AUGUSTA, GEORGIA 30909
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CONSTRUCTION
DOCUMENTS
job no.: 11020a
date: 12.06.13
by: T.E.R.
Opp: R.W.P.
file name: CS -Al -1 D M
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GENERAL NOTES
1 . FOR EXPANDED PARTIAL FIRST FLOOR PLAN5-5EE A- 1, 10 AND A- 1. 1 1
2. FOR EXPANDED GUE5TROOM PLANS SEE SHEETS A-4.1 THRU A-4.7
3. EXPANDED STAIR PLANS AND DETAILS SEE A-73 AND A-7.4
4. FOR REFLECTED CEILING PLANS SEE SHEETS A- I.G THRU A- 1.0
5. FOR DOOR SCHEDULE AND DETAILS SEE SHEET A-5,1
G. FOR WINDOW ELEVATIONS AND DETAILS SEE 5HEET5 A-5.3
7. G MfL VAPOR BARRIER AT ALL EXTERIOR WALLS TO BE ON EXTERIOR SIDE OF STUD
WALL BETWEEN STUD AND SHEATHING
8, ALL WOOD SHEATHING AND BLOCKING USED 15 TO BE FIRE TREATED WOOD.
0, CONTRACTOR TO PROVIDE G" STUD WALLS WHERE NEEDED TO CONTAIN VERTICAL
PLUMBING.
10, ALL CONCRETE BLOCK WALLS THAT ARE EXPOSED TO GUE5T5 ARE TO BE FURRED W/
7/8' METAL FURRING OR, 1-1/2" METAL HAT CHANNELS @ WALLS WITH ELEC. OUTLETS,
WALLS TO RECEIVE ONE LAYER Or 5/5" FIRE RATED GYPSUM DRYWALL ON EACH SIDE
DELETE 5/5" FIRE RATED GYP BOARD * PURRING @ BLOCK WALLS IN BACK OF HOUSE,
AND STORAGE ROOMS. CONCRETE BLOCK AT BACK OF HOUSE AREAS AND
STORAGE ROOMS TO BE PAINTED
-AR LETTER,) IN AT ALL FIRE RATED F TITION5, PROVIDE STENCILED SIGN (IN 2' 5 .
CONCEALED SPACES (a,) 10'-0' O.C.TO READ: "5MOKE)FIRE BARRIER. PROTECT ALL
OPENINGS".
12, SLOPE ALL SIDEWALKS AWAY FROM BUILDING A MIN, 1/5" PER FOOT BEGINNING AT
FACE Of EXTERIOR, ALL 51DEWALK5 TO HAVE LIGHT BROOM FINISH UNO
3.SE
E CIVIL SEE CIVIL DRAWINGS FOR EXTENTS FOR ALL 51TE IMPROVEMENTS,
INCLUDING SIDEWALKS. DRAWINGS FOR DETAILS t EXTENTS,
K E Y N 0 TE
OUTLINE OF ROOF/CORNICE/BUILDING ABOVE
10# FIRE EXTINGUISHER IN CABINET, SEE 8/A-5,2
10# FIRE EXTINGU15HER, WALL MTD, SEE 5/A-5.2
PLASTIC CORNER GUARD (INSTALL @ ALL OUTSIDE CORNERS)
SURFACE MOUNTED WALL HEATER,, SEE MECHANICAL DRAWINGS FOR DETAILS
G' STUD WALL
5" 5TU D WALL
BUILT IN MILLWORK
HOUSE TELEPHONE
C-7 -0)- CARD READER FOR HOTEL GUEST ACCE55
H.C, ELECTRIC HI/L0 WATER, COOLER
PROVIDE VISUAL * AUDIBLE ALARM, SEE ELECTRICAL DRAWINGS FOR DETAILS
(E- f 3 MOP SINK
il- i 4 ROOF OVERHANG OR BUILDING ELEMENT ABOVE
- �I AUTOMATIC SPRINKLER 5Y5TEM STANDPIPE
E3)- 2 HOUR FIRE RATED MECHANICAL SHAFTS, BUILT ACCORDING TO UL DETAIL U438
(jEj> 24`x24`x24" DEEP SUMP PIT WITH METAL GRATE, SEE PLUMBING DRAWINGS FOR
SUMP PUMP DETAILS AND PIPING
(E18 FIRE ALARM ANNUNCIATOR PANEL
E:3- LINEN CHUTE, SEE DETAIL 4/ AG.3
E]2 �O 05H A COMPLIANT EMERGENCY EYEWASH STATION PROVIDE TEPID WA, T _F R,
iN5ET PEDIMAT @ VESTIBULE
4" SQUARE FLOOR DRAIN
ED>- 4" ROUND FLOOR DRAIN
J-24 CONCRETE PAD @ WASHERS
(�-25 WA5111NG MACHINE DRAIN TROUGH WITH INTEGRAL LINT5CREEN5
(L,1-_2G>- CONCRETE PAD @ WATER HEATERS
PRE-FIN15HED ALUMINUM HANDRAIL/GUARDRAIL
-28 NON -FREEZE HOSE 51155, SEE PLUM15ING PLANS
-29 FDC
-30 WALL MOUNTED MECHANICAL UNIT, SEE MECHANICAL DRAWINGS FOR DETAILS
STEEL DOWNSPOUT TO UNDERGROUND COLLECTION SYSTEM, SEE CIVIL
KITCHEN EXHAUST HOOD, Of/CI
-33 BREAKAWAY WALLS BUILT IN ACCORDANCE WITH FEMA REGULATIONS, 5EE G/A-2,4
LIQUID APPLIED WATERPROOFING ON SHEATHING FULL HEIGHT
MICROWAVE, OF/CI
UNDERCOUNTER REFRIGERATOR, OF/Cl
(E-3 MAGNETIC DOOR HOLD OPEN DEVICE TIED TO FIRE ALARM SYSTEM
�0f,7_ �P_U C T U vRE 5 F�I_ �_A�l
Ti TUD AT T-15 UNIT TO IAV- CONTROL-: ON, DEMISING WALL
Q±9>- INTERCOM WITH TWO WAY VOICE AND VIDEC COMMUNICATION TO FRONT DESK
(-4 I FIRE RATED HORIZONTAL EXIT @ FLOORS 4.5.G � 7,
42 I 5"x 18 1-x I bi'PIT WITH METAL GRATE, SEE PLUMBING DRAWINGS
(�-43 5110WER HEAD, SEE PLUMBING PLANS
(E-44 TOILET EXHAUST SHAFT, SEE DETAIL e1A-8.2
-45 PROVIDE SOUND ATTENUATION BATT5 IN WALL CAVITY
RAIN LEADER FROM ROOF ABOVE, SEE PLUMBING DRAWINGS FOR. DETAILS
STORAGE SHELVING OF/Cl
-48 SINGLE INSULATED "SMART VENT` FLOOD VENT
CEILING MOUNTED UNIT HEATER, SEE MECHANICAL DRAWINGS FOR DETAILS
-50 G" STEEL PIPE BOLLARD, CONCRETE FILLED. PAINT EXTERIOR TO MATCH 5 ILDtNG.
ONE HOUR RATED EXTERIOR STUD WALL, SHEATHING TO BE FIRE RATE REV # I
�a
MINIMUM 5TC GO SOUND RATED WALL CONSTRUCTION SEE 3/A- 1 2
EE3>_ MINIMUM STC 50 SOUND RATED WALL CONSTRUCTION SEE 2/.A-1 .2 �REV =#2
MAIL]. co TYPE LEGEND
UL DESIGN
ASSEMBLIES
DETAIL
REFERENCE
NON -RATED 3-5/6" OR G" METAL STUD
N/A
G/A-8.2
PARTITION
1/2 HOUR FIRE RATED METAL STUD
U-407
5/A-8.2
GpOw PARTITION
I HOUR PRE RATED METAL STUD
U-4G5
I /A-8.2
GpDw PARTITION
2 HOUR FIRE RATED METAL STUD
U-41 1
3/A-8,2
GpDw PARTITION
2 HOUR FIRE RATED METAL STUD
U-438
2/A-8.2
4-- GpL)w SHAFT WALL
2 HP, 12" CMU LOAD BEARING WALL
U-005
4/A-8.2
2 HR, 8" CMU LOAD BEARING WALL
U-905
4/A-8.2
POURED IN PLACE CONCRETE
N/A
COLUMN/A
I'll �IVIIILL
G" METAL STUD TOP TRACK (USE 8" METAL 3-5/8" METAL STUD TOP TRACK
ROOF PLAN KEY NOTES R0,0F PLAN GzE.NERA11111 NOTES
----I "_5TUD5 AS NOTED ON PLANS) p,. (USE GOR 8" METAL STUDS
ROOF= [DRKMIN� 5Eff DETAIL I /A! GA 1. ALL ROOF PENETRATIONS, INCLUDING PLUMBING VENT5 AND MECHANICAL f LUE5 AS NOTED ON PLANS)
SHALL HAVE FLASHING INSTALLED THAT 15 COMPATIBLE WITH THE ROOF SLOPE AND G" METAL STUDS @ I G" O.C. TYPICAL
EFFECTIVELY FIRE STOPPED TOP * BOTTOM
EMERGENCY OVERFLOW ROOF SCUPPER THROUGH PARAPET ROOF MATERIAL, PAINT ALL PENETRATIONS TO MATCH ADJACENT ROOF.
(USE 8" METAL STUDS AS NOTED ON 3-5/5" METAL STUDS @ I G" O.C. TYPICAL
5 ff If D ETAI L WA I EFFECTIVELY FIRE STOPPED TOP BOTTOM
:Qr_rJ��R, ANID _1R1R,0UGh, �;�,/A! 1. A
SEE EXTERIOR ELEVATIONS FOR HORIZONTAL [LOCATIONS 2, PROVIDE AND INSTALL WALL FLASHING PRIOR TO 5CUPPER IN5TALLATION. A PLAN5)
5/6' TYPE X GYPSUM BOARD ON ONE SIDE (USE G" OR 8" METAL STUDS
AS NOTED ON PLANS)
OUTLINE OF FACE OF BUILDING BELOW 3, PREFIN15HED ALUMINUM SCUPPER SHALL HAVE CONTINUOU5 CORNERS,
I.7 -TWO LAYERS Of 5/5" TYPE X GpDw ON 7/8" 5/5" TYPE X GYPSUM BOARD ON BOTH SIDES i
PRE -FINISHED ALUMINUM GRAVEL5TC)P, COLOR TO MATCH 4. WATER CUT-OFF MANIC MUST BE UNDER CONSTANT COMPRE5510N. x. RESILIENT CHANNELS @ 24' O.C. ON
ADJACENT ffIf5 COLOR GUE5TROOM SIDE OF STUD WALL
5. FOR CLARJTIY ROOF DETAIL5 MAY NOT LABEL OR DIMEN5ON ALL ELEMENTS
PRE-FIN15HED ALUMINUM COPING COLORTOMATCh FULL STUD DEPTH SOUND GATT, THERMAL FULL STUD DEPTH SOUND BAIT, THERMAL
SHOWN, SEE 5ECTION5 AND DETAILS FOR ADDITIONAL INFORMATION.
ADJACENT EIP5 COLOR ONLY INSULATION 15 NOT AN ACCEPTABLE ONLY INSULATION 15 NOT AN ACCEPTABLE
SUBSTITUTE SUBSTITUTE
PRE -FINISHED ALUMINUM COPING ON GUE5TROOM BALCONY ROOF EXPANSION JOINT COMPRE55115LE TUBE DIAMETER MU-5T EXCEED DECK
OPENING BY 50% MIMINUM OR AS REQUIRED BY MANUFACTURER.
DIVIDER WALL BELOW, PROVIDE,51-10P FORMED CORNERS3-5/8" METAL STUD BOTTOM TRACK (USE G" 3-5/5" METAL STUD BOTTOM TRACK (USE G"
/xxl
FULL ADHERED GO MIL TPO ROOFING MEMBRANE SYSTEM ON OR, 8" METAL STUDS AS NOTED ON PLAN5) OR (5" METAL 5TUD5 AS NOTED ON PLAN5)
7. ALL P,001`5 TO HAVE P0.51TIVE DRAINAGE TO ROOF DRAINS, GUTTER-5, OR OVER
TAPERED RIGID ROOF INSULATION ON CONCRETE ROOF DECK. EDGE 5TOP5 A5 SHOWN, SLOPE ARROWS - SHOWN ON DRAWING5 ARE
1 Y E ---SEALANT TOP BOTTOM SEALANT TOP BOTTOM
A
SLOPE INSULATION TO ROOF DRAIN, 1/4" PER FOOT MINIMUM. FOR GENERAL DIRECTION Of WATER FLOW, PONDING 15 NOT ALLOWED. I
INSULATION TO BE A THICKNESS TO PROVIDE A MINIMUM 4 ON BOTH SIDES ;d!:::ON BOTH SIDES
R-20 CONTINUOUS, MINIMUM AT DRAIN
A 5TC GO FIRE RATED WALL AS FIRE RATED
WALL AS
5TC 01 N5 BY NOTE N-53
METAL GUTTER, DOWNSPOUT AND SPLASH BLOCK NOTED ON PLANS BY NOTE 5TC
ON ILA
MECHANICAL EQUIPMENT SHOWN FOR. LOCATION Of ROOF
I�IL L D \/VA
PROTECTION PAD LOCATIONS. SEE MECHANICAL DOCUMENTS r IJ I L L
ffOR. MECHANICAL LOCATIONS AND REQUIREMENTS. TC L
C3ROOFING >__ P PROTECTION/WALK PADS. CONTRACTOR TO VERIFY WITH
ROOFING AND EQUIPMENT MANUFACTURES QUANITY AND SCALE, 1-1's /21"-0` SCALE. 1-1/2"' V-0`
LOCATIONS Of PROTECTION PADS TO MAINTAIN ROOF
MEMBRANE SYSTEM WARRANTY.
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1 2 3 4, _55 C7 10 1 12 1
15'1 (2 C�; (2 1\
ROOF PARAPET VENTILATION
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NOTE: FIRE RATED PARTITIONS SHALL BE CONSTRUCTED CONTINUOUS TO UNDERSIDE Of d,
STRUCTURE ABOVE, STUD PARTITION
DIMENSIONS BEGIN OR END AT EITHER THE
FACE OF STUD, REFERENCE LfNE,
OR FACE OF 5TRUCTURF(UN.O.)
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NORTH NOR-1'_Hl
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DEC a 0 10
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3146 La6view Drive
D,,u, C;A 30096
770-833-2915
770-449-8861 Fax
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Owner:
CAROLINA
BEA CH
HOSPIT
2743 PERIMETER PARKWAY
B-100 #370
AUGUSTA, GEORGL4 30909
P ro
g,
"RE ggg� ,
7115.114
"oLLB
HIL 'ON PROJECT ID: 45853
1 Harper Drive
Carolina Beach, NC
CONSTRUCTION
DOCUMENTS
job no.: 11020
d o fe; 12.06.13
b Y., T.E.R.
app: R.WP.
file nanne: CB -,Al -2_DWG
sheet no",
TPO MEMBRANE TO TURN UP PA
KICKER,, AND WRAP OVER, PAW
NAILER UNDER, COPING
PROVIDE KICKER VENTING, SEE
ROOF PLAN FOR LOCATIONS
5/5" PLYWOOD SHEATHING ON
LIGHT GAUGE METAL STUD FRAN
PARAPET KICKER
FULLY ADHERED GO MIL TPO PC)
MEMBRANE OVER, TAPERED RIG
ROOF INSULATION ON POURED
PLACE P05T TENSIONED CONCF
ROOF SLAB
TAPERED RIGID INSULATION TO
PROVIDED IN A THICKNESS TO
PROVIDE R-20 MINIMUM
CONTINUOUS
1,11GH' PAJR"
SCALE: I" = V-0"
+74'-8" ABOVE GRADE -
ONE HOUR, SPRAY APPLIED FIRE —
PROTECTION ON STEEL 5EAM5
PER UL-5701, 5EE 14/A-8.1 FOR
DETAILS
12" THICK POURED IN PLACE POST
TENSIONED CONCRETE SLAB
FIRST FLOOR, ONLY
G" METAL STUD WALLS @ FIRST —
FLOOR WITH R- 19 BATT
INSULATION
LARGE MISSILE IMPACT RATE[)
EIF5 SYSTEM ON 5/8" DENS
GLA55 SHEATHING ON G"
METAL STUD FRAMING
rr,Z-F_1N10IIF_L) ALUMINUM i,-UF1Ni.1 ON
BUILT UP 5/8" EXTERIOR GRADE
PLYWOOD NAILER
1-5/5" LIGHT GAUGE METAL
STUD FRAMING @ I G" O.C.
3-5/5" LIGHT GAUGE METAL
STUD FRAMING @ I G" O-C,
PRE-CUT SPECIAL 5HAPED EIF5
CORNICE, SEE ELEVATIONS FOR
COLOR
BACKER, ROD AND SEALANT
CONTROL JOINT
2" IMPACT RATED IfIF!5 5Y5TEM OVER
5/5" DENS GLA5 SHEATHING ON G" LIGHT
GAUGE METAL STUDS @ EXTERIOR WALL
3-5/8" LIGHT GAUG E METAL
STUD KICKER FRAMING @ I G'
O.C.
ROOF DECKsk
+85'-0" 'If
4*7=77 __11
Q_'K 15
TAPERED RIGID INSULATION ON CONCRETE— TPO MEMBRANE ROOFINU ON TAPERED
DECK TO PROVIDE A MINIMUM R-20 //—RIGID INSULATION ON CONCRETE DECK,
CONTINUOUS, THEN 51_0PE UP FROM DRAINS\ SLOPE TO DRAINS
TYPICAL UPPER FLOOR EXTERIOR -
WALL TO BE G" METAL STUD WITH
R- 19 BATT INSULATION
8" THICK POURED IN PLACE --\
POST TENSIONED CONCRETE
SLAB, TYPICAL AT -EACH
FLOOR
EIF5 CONTROL JOINT AT
OF SLAB LEVEL, TYPICAL
LARGE M15SILE IMPACT RATED
EIF5 SYSTEM AT UPPER
FLOORS
TV
L7) J1LD1N(_3 �i_-UTICN GENERAL PLAN PF=VI510N:
SCALE- 1/8" V-0" REMOVED 5RICK VENEEP, FROM GROUND AND fIP,5T fLOOP,
NEW PLANS, 5HOW IfIff5 FULL HEIGHT
PRE -FINISHED
ALUMINUM
COPING, TYPICAL
OF ALL COPINGS,
GRAVEL STOPS
AND FLA5HING5
BUILT UP EIF5
AND METAL STUD
PARAPET' DETAIL
PER. PROTOTYPE
LARGE M1551LE IMPACT RATE[)
EIFS SYSTEM AT UPPER
FLCIOP15
TYPICAL UPPER, FLOOR EXTERIOR
WALL TO BE G" METAL STUD WITH
R- 1 13 BATT IN5ULAT1ON
120'SETBACK LINE
2009 IECC INSULATION GUIDELINNES
PROJECT 15 LOCATED IN ZONE 3 A55MOWN ON FIGURE 30 1, i
PROJECT 15 !N NEW HANOVff R COUNTY, SHOWN IN LIST ON TABLE 30 1.1
REQUIRED R VALUES AS SHOWN ON TABLE 5502.2(j) FOR PROJECT IN ZONE 3, GROUP
AREA TO BE INSULATED R VALUE REM.", R VALUE PROVIDED
PCO" WITH INSULATION R-20 MINIMUM AT DRAINS
ENTIRELY ABOVE DECK R-20 CONTINUOUS INCREASE THICKNESS W1 SLOPE
MINIMUM 2-1/2" THICK Ell'S WITH
ABOVE GRADE MA555 VVALL5 R-e . 5 FIFS = 4.17 PER INCH. TOTAL = 10.4
ABOVE GRADE METAL R- 13 CAVITY R- 13 IN G" WALLS W1 2' MINIMUM EII'S
FRAMED WALLS R-7.5 CONT!NOU5 fflff5 = 4.17 PER INCH, TOTAL = 6,34
3 THICK IfIffS CEILING AS NOTED WITh
ELEVATED MASS FLOOR R-8,3 CONTINUOUS EIF5 4� 17 PEP, INCH, TOTAL 1 2�5 1
"'_=N A
57L V5 ON GRADE N A
U N 7FA - L
5
A !WALLS
A GO' SETBACK LINE
R07BQRTV
PONDC-R
AR04TE-CT
RECEIVED
DEC A 0 2014
3146 Lakeview Drive
Dul,tk C;A 30096
770-833-2915 r
770-449-8861 rox
12,
Ownen
C4Rt 1M4
Rif:`��z,41CH
SP1.71] LITY
2743 PERIMETER PARKWAY
B-100 #370
AUGUSTA., GEORGIA 30909
Project.
HILTON PROJECT ID: 45853
1 Harper Drive
Carolina Beach, NC
T Y P 11 A L
B U1111. LD I N G
SECTION
CONSTRUCTION
DOCUMENTS
Job no.:
11020
dafe:
12.06.13
by-
T. E. R.
pp.
R.W.P.
MO Me. CB—A_'1.DW
sG
,t, hast ro,:
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A
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