HomeMy WebLinkAbout36.14 - Framing Part PlansEX. MAIN ROOF/EX• PENTHOUSE FLOOR NOTES.
-
I. REFER TO DRAWING S101 FOR GENERAL NOTES & TYPICAL DETAILS.
NEW H5S3x3 OUTRIGGER
NOIE EDGE OF ATTACHED 2 REFER TO ARCH17ECTURAL DRAWINGS FOR DIMENSIONS AND/OR
UIE TO BE RUST W/ ELEVATIONS NOT SHOWN. COORDINATE ALL SLOTS, INSERTS, DOWELS,
NEW HSS6x4x RAA POST DOWN W/ EM OF a SLAB PER - -L - _ _ _ _ _ _ _ _ _ _ SLEEVES, PADS, ETC. AND ALL ANCHORS, PRIOR TO PLACING CONCRETE.
DETAIL B ON THIS DIKE
NEW C6 REINFORCEMENT PCR DETAl1 A TP AU
ON THIS SHEET. (TIP OF 2 LEVELS) I - - - - FLOES)- - I I- -I - - - _ _ _ _ - _ - _ _ I _ _ 3. FOR SIZE AND LOCATION OF ALL OPENINGS, CURBS, PADS, DEPRESSIONS
SIM.1
- - - - - - - - - - - - I AND SLOPES, REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS.
S101 COORDINATE ALL OPENINGS PRIOR TO SHOP DRAWING SUBMITTALS
(eYSSW RAIL POST DOWN W1 NEW I NOTE 18
12 B
I - -�- - - - - - - - - - -
C6 REINFORCEMENT PER a7M CAV B I 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND
IHIS SHEET (TYP OF 2 LEES) 0 8, LOI - - - - t--- - - - I I i EXECUTION OF ALL TEMPORARY SHORING AND BRACING, AS REQUIRED,
0
- - - - - - _ - - -- 8I - - - - - - _ - - - I PREVENT TO PERS R PROPERTY
01 I i - T T- A- - - NEW HSS6x4x RAIL POST UP W1 NEW
I - - - - - - - - - - - - - --
012
; -
TO DAMAGE ONS 0
1 I I) i I 5 --1 INDICATES A EXISTING MOMENT CONNECTION.
NOTE 9 :l�' I I C6 REINFORCEMENT PER DEW AAV
SIM. I .I I. - I F' THIS SHEET (TIP OF 2 LEVELS 6. TOP OF CONCRETE ELEVA71ON SHALL BE AT 100'-0"f UNLESS
S102 I I _ - I - - - - - - - - - - OTHERWISE NOTED THUS ( - N PLAN
� I T' o s f o
_ I EW HSS3x3 OUTRIGGER PER DETAIL 7. TOP OF STEEL BEAM ELEVA77ON SHALL BE AT 99'-6 3/4' UNLESS B
' NOTE9I I (NOTE o I I - �- _ _
I NOTED THUS (t0'-0') ON PLAN. 012
NOTE 115 I - 1 II E1fVArA4D -I-----'_BAVIRISDf{�(TIPALLROORS)-----------------I
- - �- �- - I -- - - --- ---- ----- ___ - I 8. NEW FLOOR CONSTRUCTION SHALL BE 5' DEEP L. W. CONCRETE ON 3"
ELEIVATOR 8 I - I I , (e)HSSW RAIL POST UP W/ NEW °� DEEP x 16 GA. GALVANIZED COMPOS17E STEEL DECK (OVERALL
I I I
I L - J - REINFORCEMENT PER DETAIL C ON I I SLAB/DECK THICKNESS EQUALS 8"). REINFORCE SLAB WITH
III
NO 116
I� I THIS SHEET. (TYP OF 2 LEVELS) z I z I 6x6-W29xW29 WELDED WIRE FABRIC LOCATED 1' BELOW TOP OF
I
II CONCRETE INDICATES THE SPAN DIRECTION OF THE STEEL
'-------------I - - - -------------i DECK.
_I ------ 1 . .r II
I 9• EXISTING 5471 DEEP OVERALL COMPOSITE FLOOR CONSTRUCTION.�... •- _-__--
17
1 INDICATES THE SPAN DIRECTION OF THE EXISTING STEEL DECK.
D INDICATES EXTENT OF EXISTING RAISED FLOOR DECK /
I I N0 L4:I I 7E I CONCRETE SLAB.
N07E9
I• I I I I I I I I I I
49'-2"t KCOORD. W/ M.EIP. DWGS) I I I (e) BRICK TUD WALL
10. V.LF. INDICATES CONTRACTOR TO PROVIDE DIMENSION FROM FIELD.
(N) 3" DEEP STEEL
ROOF DECK
_7J'±
A.BF.F.
TO BE REMgVED-- - - - - W14 (SEE PLA
TEMPORARILY FOR I I 11. SEE MECH./ARCH. DRAWINGS FOR EXACT SIZES & LOCA71ONS FOR ALL
V•I.F.I I PLACEMENTIOF NEW AHU. I I FLOOR OPENINGS (MECHANICAL OR OTHERWISE) NOT SPECIFICALLY (N) 0 HOIST BY.
LOCATED ON THESE DRAWINGS SEE DRAWING SIDI FOR TYP. DETAILS
I' I I I I I I N TE 117 I 1 I I aR ADJACENT ilc
I - - - - -- - ---- - 12. INDICATES EXISTING 8 t HIGH L.W. CONCRETE CURB. HOLES
• I i, i ,- i '- i i- i - i j BM 0 W14 CONNECT
13. L6x6x1/2 FILLET WELDED TO WEB OF EXISTING W -BM FOR DECK SUPPORT
I: I I I I 3 II I I I I II I I I I (SEE SECTION 1/S102 FOR WELDING INFORMATION) (TYP.).
- F- (e) LOUVER RICK STUD I
_- _ _ _ i _ _ - _ _ _ J WALL TO BE ,R�EMOIED / 14. NEW AHU ON EX. LW. CONCRETE PAD. MAX. WGT = 36, 000 LBS B
1 I S102 I TEMPORARILI� FOR I I COORDINATE SIZE & LOCATION ON EXIS71MG HOUSEKEEPING PAD WITH 012
I.
- PLACEMENT QF NEW AHU. I L ' ARCH/MECH DWGS EXTEND HOUSEKEEPING PAD, AS REQUIRED, TO
------ r_... -.r------ - --:71- ---- __- --- -------_--- r 0"TYP
..y -- - - - - - - -'' -
ACCOMMODATE NEW AHU. REFER T ICAC HOUSEKEEPING PAD
1 DETAIL ON S101, FOR ADDITIONAL INFORMATION. 012
NOTE 117
I I I 15. 17 BOTTOM BAR K17H 14 TRANSVERSE SUPPORT BARS PER SEC71ON 1/S102.
I n I I I I I I I 16. L7x4x3/8 (LLV) ATTACHED TO EX. SLAB FOR DECK END CLOSURE WITH 5/8"
i - THREADED RODS (SEE SECTION 1/S101 FOR CONNECTION INFORMATION) (TYP.
17. CONTRACTOR TO COORDINATE DIMENSION W/ LOCATION OF EX. CURB &
M.E.P. DINGS.
EX. MAIN ROOF/EX. PENTHOUSE FLOOR FRAMING PART PLAN No1E NEW RAIL LOCA PONS SIMI
2
BEAM 51-0• t RELOCATED BEAM
(N REMOVABLE" 3'
0*(E
EW CONT C6 CONNECTED 70
W14 BEYOND EW W% BEYOND W/ Jy" CLIP
(SEE PLAN) NGLES (SIE PUN) -----NEW 06 ON EACH SIDE OF NEW
RHDIST BM. (SEI PUN)
0 0 0 0 2-12 A.F.F.
(N)'REMCDHOTS !AIN
IN F NIlL CC PROWDEWM PLATES
BETX1N NEW W8 OR 074 & (e)W16
RANGES AS REQUIRED 70 COORD. 1..0..5
EL AROUND 77AISED' ROOF (E) W16x26
TO BE RELOCATED
SECTION 2
O
BE SIMILAR TO ADJACENT EXISTING l I-
ELEVATOR (T)P.) ¢ NEW HSS6x4 COLUMN I ANEW
ELEV
( ATOR RAIL)
6" LONG AT NOTE CIL- THIS DETAIL APPLIES AT _
EACH END
1/4 3®16" `._ GROUND TOFlRSTROAR
_ - 67H ROOK f- PENTHOUSE BOOR
(fA? NEW FIEYATOR B)
4 TOTAL LOCA 77DYS - NOTE YELL• EACH NO IF MIL• THIS DETAIL APPLIES AT
PIECE LDVGIH MUST BE COORDINATED IN GROUND 70 FIRST FLOOR
fL EX. W BEAM THE RED MATH THE DIFFERENT BHA TONS PENTHOUSE FLOOR TO PENTHOUT ROOD c
SLAB ECK BEIMEEN LEVELS AND RELIT CONDIRAVS ( ) V.LF.
FOR NEW ELEVATOR D ' ¢)COWL. CURB
10 f
SYSTEM
NEW C6x8.2 VERTICAL (e)BRICK VINEER/LOUVER --�- TO REMAIN)
70 BE REMO0 TEMPORARILY FOR NEW AHU
NEW ELEVATOR RAIL POST DETAIL
(AT EXTERIOR OF SHAFT)
- -- --_---------' ---------, - -_ - - - -- _ _. _.._.. .. WBEAM EX. HSS6x4 COLUMN i
III�I I (FOR ELEVATOR RAIL)
IIiI;I -- NEW 'xl'-0' LONG -=- 6" LONG AT - r '
- . _ NOTE MEAL IMS DETAIL APPLIES AT.
-II Tif7 x0'-6' HIGH END ---- EACH END 1/4I
GROUND TO FIRST FLOOR
- EW INFILL
�I I I'�I PLATE WELDED TO 1/4 4 TY1'. 67H FLOOR TO PENIHOUSE BOOR
I- 44
- - _ - - - 1- - - HSS OUTRIGGER 1/4 4 FOR NEW fiEVATOR B----OOF HATgT fW OPENING (,
NEW HSS3x3 OUTRIGGER 4 TOTAL LOCABAYS - NO1E MIT: EACNOTE MEIL DRS DETAIL APPLIES AT^HATUH WELDED TO BOTTOM DF f0 t (COARD. DIM W/ QEVATA4 PIECE LENGTH MUST BE COORDINAIID IN GROUND TO FIRST FLOOR
BOTTOM FLANGE RAIL AND BRACKET AL FACETHE FlEZD M1 Bl ]NE DIFFERENT J ( ECEVAPOPENTHOUSE FLOOR TO P947HOUSE ROOF
OF PLATE W/ FACE OF Ex SLAB.) BETWEEN LEES AND RELD CONDITIONS ( ) I ,
(FOR NEW ELEVATOR D - ,
-- ____ J.
-
* 3 • 3 I II11;I NEW C6x8.2 VERTICAL
I°� • l III:I - ELEVATOR RAIL SUPPORT CONNECTION DETAIL EXISTING ELEVATOR RAIL POST DETAIL
-1 111;1 . _.
y -'=1'-0" (AT EXTERIOR OF SHAFT)
13 ' - * NEW Raw 8'-r� 1 II�;L. 1"=1._otl SECTION
t -h O
4' I.I
r
SII
EXX, PENTHOUSE ROOF PART PLAN f EX SCREEN FRAMING PART PLAIN NOTES:
n NEW C6x&2 CONT. CLOSURE
I. REFER TO DRAWING S101 FOR GENERAL NOTES & TYPICAL DETAIL
-- - 1' S 11. SEE MECH./ARCH. 'DRAWINGS FOR EXACT SIZES &LOCATIONS FOR ALL PIECE (+10 8 t) (TYP OF
I; NOTE
1001- FLOOR OPENINGS (MECHANICAL OR OTHERWISE) NOT SPECIFICALLY B
" B I III 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND/OR LOCATED ON THESE DRAWINGS. SEE DRAWING SIDI FOR TYP. DETAILS 3'-0' 13'-7 ' ' 012
ELEVATIONS NOT SHOWN. COORDINATE ALL SLOTS, INSERTS; DOWELS, FNEW4x22iotlo1z I II1= SLEEVES, PADS, ETC. AND ALL ANCHORS, PRIOR TO PLACING CONCRETE 12. NEW ROOF CONSTRUCTION SHALL BE 3" DEEP x 18 GA. GALVANIZEDWi RIB ROOF I 't)=-- Nps g I J. FOR SIZE AND LOCATION OF ALL OPENINGS, CURBS, PADS, DEPRESSIONS THE STEEL DECK. INDICATES THE SPAN DIRECTION OF O12 �� �; o - '
I: I I S1D1 - e - o
. f I III AND SLOPES, REFER TO ARCH17ECTURAL AND MECHANICAL DRAWINGS I: I; - , --- NOT iI�LLc
I;
COORDINATE ALL OPENINGS PRIOR TO SHOP DRAWING SUBMITTALS. 13. L6x6x1/2 FILLET WELDED TO WEB OF EXISTING W -BM FOR DECK SUPPORT 4 c c ; I SHADED AREA
- -I--- - - - - -- -II- III I.
NEW �. ,, I,
(SEE SECTION 1/S102 FOR WELDING INFORMATION) (TYP.). ,
- r , . .........+.... INDICATES
1 I _. - �,• - I NOTE: 15 I III _ I ( )
l 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND - +10 t ' .' , : _ I' -H AREA OF NEW
pB III EXECUTION OF ALL TEMPORARY SHORING AND BRACING, AS REQUIRED, 14. NEW W8 TO BE `CENTERED BETWEEN a W16 BEAMS �PROVID I: h o - �I • ROOF DECK
O E (2) 156 2 ; m
- - - TO PREVENT DAMAGE TO PERSONS OR PROPERTY I
---- ----- -- ------------I-: - - _- ''THICK CLIP ANGLES TO L 1 s I I TO (e)W16 BEAMS AND (4)-J-0
I.
NEW POST RAI REINFORCEMENT PLR III , ; , , _
B ;a
( p A325 N BOLTS FOR HANGING SUPPORT BELOW NEW W/4 BEAM.
012 I _ .
TYPICAL D AIC A ON THIS DWG S102 I -1 itl 5. DETAILS SHOWN ON ANY DRAWINGS ARE TO 8E CONSIDERED TYPICAL .• ..............moi .:r.. NEW WB 't
NEW x24 (+9- t} ,! x24 (+9 0 )
I : I NOTE #13 I -I Ii FOR ALL SIMILAR CONDITIONS, UNLESS 0771ERKISE NOTED. 15. 17 BOTTOM BAR WITH 14 TRANSVERSE SUPPORT BARS PER SEC71ON 1/S102. I ; (NOTE �; (e R I (NOTE 114)
I; --
-I it r p ,
6. TOP OF CONCRETE ELEVATION SHALL 8E AT 118- 16. L7x4x3 8 LLV ATTACHED TO EX. SL -h o (+9- NEW W14x30
_ _ - _ _ _ _ - _ _ - - 9 1/4 f UNLESS / ( ) AB FOR DECK END CLOSURE WIIN S/8 o
III OTHERWISE N07ED THUS t0'-0" ON PLAN. THREADED RODS. (SEE SECTION 1 S101 FOR CONNECTION INFORMATION TTP. I I' +10-1g7t)
NEW POST RAR REINFORCEMENT (PER I (e) LOUVER /BRICK /SND WALL ( ) / ) ( B _ ._ - -
- - - -
^_ BELOW (e)L6x6 RELIEVING ANGLE 012 (e)W16 (TD BE r
TYPICAL DETAIL C ON THIS DOG.) TO BE REMOVED TEMPORARILY
7. TOP OF STEEL BEAM ELEVATION SHALL BE AT 118'-4' UNLESS NOTED 17. EXISTING 3' DEEP x 18 GA. GALVANIZED WIDE RIB ROOF DECK.
f III FOR PLACEMENT OF NEW AHU. N07ED THUS t0'-0' ON PLAN. B TNDlCATES INE SPAN DlREC710W OF 1HE STEEL DECK. REMOVABLE' NEW W8x10 HOIST RELOCATED DIES])
z V I _III I ( ) O12 B ROOF DECK BY. (+9'-Tg'f) PROWDE (4) '1 A325 -N BOLTS
- - - - - _ " tl # 2 NEW C8x11.5 CLOSURE PIECE FOR NEW WS
_ _ _ _ _ I _ _ _ _ - _ _ - _ _ I III o & NEW FLOOR CONSTRUCTION SHALL BE 5 DEEP L.W. CONCRETE ON 3 18. INDICATES COORDINATE DIMENSION W/ ARCH. DWGS. 072 NEW REMOVABLE' M8x10 /W!4 BEAMS
- - 5102 (+9 -8 t) (TYP OF 4) BEARING ON
I DEEP x 16 GA. GALVANIZED COMPOSITE STEEL DECK (OVERALL HST BY. (+9'- 't) (e)Wl6s. (TYP.)
III ^' OW) SLAB/DECK THICKNESS EQUALS 8'). REINFORCE SLAB WITH EX. HIGH PENTHOUSE ROOF
III 3 6x6-W29xW29 WELDED WIRE FABRIC LOCATED 1' BELOW TOP OF
III 5102
CONCRETE, INDICATES THE SPAN DIRECTION OF 714E STEEL
-----------i
DECK. AND EX. SCREEN FRAMING PART PLAN
_L _ I _- I I ILL
9• EXISTING 5401 DEEP OVERALL COMPOSITE FLOOR CONSTRUCTION.
INDICATES 771E SPAN DIRECTION OF THE EXISTING STEEL DECK.
INDICATES EXTENT OF EXISTING FLOOR DECK / CONCRETE
EX. PENTHOUSE ROOF FRAMING PART PLAN SLAB.
ini 10. VLF INDICATES CONTRACTOR TO PROVIDE DIMENSION FROM FIELD.
General Notes:
SOUZA TRUE
® AND PARTNERS, INC.
STRUCTURAL
ENGINEERS
653 Mt. Auburn Street, Watertown, MA 02472
Tel: 617-926-6100 Fax: 617-924-4431
MARK ISSUE DATE DESCRIPTION
a�y 05/14/08 BULLETIN 1012
CD 06/04/07 CONSTRUCTION DOCUMENTS
Issue Log
Project North
MUGAR BUILDING 5TH & 6TH FLOORS
Key Plan
TRO Jung 113rann-en",
ARCHITECTURE INTERIORDESIGN ENGINEERING MASTERPLANNING
80 Bridge Street, Newton, Massachusetts 02458
7¢1617.969.9900 Faz617.527.6753 w Arojungbmnnen.mm
CLIENT INFORMATION / LOGO
Illown® CAPE COD HOSPITAL
aw -® 27 PARK STREET, HYANNIS, MA 02&11
Mv UGAR INPATIENT FLOORS
FIT -OUT
Drawing Title
FRAMING PART PLANS
Drawing Scale AS NOTED
Drawn By DTP Commission No. 2007226
Approved By JAY Date Issued 06/04/07
Phase / Package Number I Sheet Number
S102
i
I
`
_I:
T
BE SIMILAR TO ADJACENT EXISTING l I-
ELEVATOR (T)P.) ¢ NEW HSS6x4 COLUMN I ANEW
ELEV
( ATOR RAIL)
6" LONG AT NOTE CIL- THIS DETAIL APPLIES AT _
EACH END
1/4 3®16" `._ GROUND TOFlRSTROAR
_ - 67H ROOK f- PENTHOUSE BOOR
(fA? NEW FIEYATOR B)
4 TOTAL LOCA 77DYS - NOTE YELL• EACH NO IF MIL• THIS DETAIL APPLIES AT
PIECE LDVGIH MUST BE COORDINATED IN GROUND 70 FIRST FLOOR
fL EX. W BEAM THE RED MATH THE DIFFERENT BHA TONS PENTHOUSE FLOOR TO PENTHOUT ROOD c
SLAB ECK BEIMEEN LEVELS AND RELIT CONDIRAVS ( ) V.LF.
FOR NEW ELEVATOR D ' ¢)COWL. CURB
10 f
SYSTEM
NEW C6x8.2 VERTICAL (e)BRICK VINEER/LOUVER --�- TO REMAIN)
70 BE REMO0 TEMPORARILY FOR NEW AHU
NEW ELEVATOR RAIL POST DETAIL
(AT EXTERIOR OF SHAFT)
- -- --_---------' ---------, - -_ - - - -- _ _. _.._.. .. WBEAM EX. HSS6x4 COLUMN i
III�I I (FOR ELEVATOR RAIL)
IIiI;I -- NEW 'xl'-0' LONG -=- 6" LONG AT - r '
- . _ NOTE MEAL IMS DETAIL APPLIES AT.
-II Tif7 x0'-6' HIGH END ---- EACH END 1/4I
GROUND TO FIRST FLOOR
- EW INFILL
�I I I'�I PLATE WELDED TO 1/4 4 TY1'. 67H FLOOR TO PENIHOUSE BOOR
I- 44
- - _ - - - 1- - - HSS OUTRIGGER 1/4 4 FOR NEW fiEVATOR B----OOF HATgT fW OPENING (,
NEW HSS3x3 OUTRIGGER 4 TOTAL LOCABAYS - NO1E MIT: EACNOTE MEIL DRS DETAIL APPLIES AT^HATUH WELDED TO BOTTOM DF f0 t (COARD. DIM W/ QEVATA4 PIECE LENGTH MUST BE COORDINAIID IN GROUND TO FIRST FLOOR
BOTTOM FLANGE RAIL AND BRACKET AL FACETHE FlEZD M1 Bl ]NE DIFFERENT J ( ECEVAPOPENTHOUSE FLOOR TO P947HOUSE ROOF
OF PLATE W/ FACE OF Ex SLAB.) BETWEEN LEES AND RELD CONDITIONS ( ) I ,
(FOR NEW ELEVATOR D - ,
-- ____ J.
-
* 3 • 3 I II11;I NEW C6x8.2 VERTICAL
I°� • l III:I - ELEVATOR RAIL SUPPORT CONNECTION DETAIL EXISTING ELEVATOR RAIL POST DETAIL
-1 111;1 . _.
y -'=1'-0" (AT EXTERIOR OF SHAFT)
13 ' - * NEW Raw 8'-r� 1 II�;L. 1"=1._otl SECTION
t -h O
4' I.I
r
SII
EXX, PENTHOUSE ROOF PART PLAN f EX SCREEN FRAMING PART PLAIN NOTES:
n NEW C6x&2 CONT. CLOSURE
I. REFER TO DRAWING S101 FOR GENERAL NOTES & TYPICAL DETAIL
-- - 1' S 11. SEE MECH./ARCH. 'DRAWINGS FOR EXACT SIZES &LOCATIONS FOR ALL PIECE (+10 8 t) (TYP OF
I; NOTE
1001- FLOOR OPENINGS (MECHANICAL OR OTHERWISE) NOT SPECIFICALLY B
" B I III 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND/OR LOCATED ON THESE DRAWINGS. SEE DRAWING SIDI FOR TYP. DETAILS 3'-0' 13'-7 ' ' 012
ELEVATIONS NOT SHOWN. COORDINATE ALL SLOTS, INSERTS; DOWELS, FNEW4x22iotlo1z I II1= SLEEVES, PADS, ETC. AND ALL ANCHORS, PRIOR TO PLACING CONCRETE 12. NEW ROOF CONSTRUCTION SHALL BE 3" DEEP x 18 GA. GALVANIZEDWi RIB ROOF I 't)=-- Nps g I J. FOR SIZE AND LOCATION OF ALL OPENINGS, CURBS, PADS, DEPRESSIONS THE STEEL DECK. INDICATES THE SPAN DIRECTION OF O12 �� �; o - '
I: I I S1D1 - e - o
. f I III AND SLOPES, REFER TO ARCH17ECTURAL AND MECHANICAL DRAWINGS I: I; - , --- NOT iI�LLc
I;
COORDINATE ALL OPENINGS PRIOR TO SHOP DRAWING SUBMITTALS. 13. L6x6x1/2 FILLET WELDED TO WEB OF EXISTING W -BM FOR DECK SUPPORT 4 c c ; I SHADED AREA
- -I--- - - - - -- -II- III I.
NEW �. ,, I,
(SEE SECTION 1/S102 FOR WELDING INFORMATION) (TYP.). ,
- r , . .........+.... INDICATES
1 I _. - �,• - I NOTE: 15 I III _ I ( )
l 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND - +10 t ' .' , : _ I' -H AREA OF NEW
pB III EXECUTION OF ALL TEMPORARY SHORING AND BRACING, AS REQUIRED, 14. NEW W8 TO BE `CENTERED BETWEEN a W16 BEAMS �PROVID I: h o - �I • ROOF DECK
O E (2) 156 2 ; m
- - - TO PREVENT DAMAGE TO PERSONS OR PROPERTY I
---- ----- -- ------------I-: - - _- ''THICK CLIP ANGLES TO L 1 s I I TO (e)W16 BEAMS AND (4)-J-0
I.
NEW POST RAI REINFORCEMENT PLR III , ; , , _
B ;a
( p A325 N BOLTS FOR HANGING SUPPORT BELOW NEW W/4 BEAM.
012 I _ .
TYPICAL D AIC A ON THIS DWG S102 I -1 itl 5. DETAILS SHOWN ON ANY DRAWINGS ARE TO 8E CONSIDERED TYPICAL .• ..............moi .:r.. NEW WB 't
NEW x24 (+9- t} ,! x24 (+9 0 )
I : I NOTE #13 I -I Ii FOR ALL SIMILAR CONDITIONS, UNLESS 0771ERKISE NOTED. 15. 17 BOTTOM BAR WITH 14 TRANSVERSE SUPPORT BARS PER SEC71ON 1/S102. I ; (NOTE �; (e R I (NOTE 114)
I; --
-I it r p ,
6. TOP OF CONCRETE ELEVATION SHALL 8E AT 118- 16. L7x4x3 8 LLV ATTACHED TO EX. SL -h o (+9- NEW W14x30
_ _ - _ _ _ _ - _ _ - - 9 1/4 f UNLESS / ( ) AB FOR DECK END CLOSURE WIIN S/8 o
III OTHERWISE N07ED THUS t0'-0" ON PLAN. THREADED RODS. (SEE SECTION 1 S101 FOR CONNECTION INFORMATION TTP. I I' +10-1g7t)
NEW POST RAR REINFORCEMENT (PER I (e) LOUVER /BRICK /SND WALL ( ) / ) ( B _ ._ - -
- - - -
^_ BELOW (e)L6x6 RELIEVING ANGLE 012 (e)W16 (TD BE r
TYPICAL DETAIL C ON THIS DOG.) TO BE REMOVED TEMPORARILY
7. TOP OF STEEL BEAM ELEVATION SHALL BE AT 118'-4' UNLESS NOTED 17. EXISTING 3' DEEP x 18 GA. GALVANIZED WIDE RIB ROOF DECK.
f III FOR PLACEMENT OF NEW AHU. N07ED THUS t0'-0' ON PLAN. B TNDlCATES INE SPAN DlREC710W OF 1HE STEEL DECK. REMOVABLE' NEW W8x10 HOIST RELOCATED DIES])
z V I _III I ( ) O12 B ROOF DECK BY. (+9'-Tg'f) PROWDE (4) '1 A325 -N BOLTS
- - - - - _ " tl # 2 NEW C8x11.5 CLOSURE PIECE FOR NEW WS
_ _ _ _ _ I _ _ _ _ - _ _ - _ _ I III o & NEW FLOOR CONSTRUCTION SHALL BE 5 DEEP L.W. CONCRETE ON 3 18. INDICATES COORDINATE DIMENSION W/ ARCH. DWGS. 072 NEW REMOVABLE' M8x10 /W!4 BEAMS
- - 5102 (+9 -8 t) (TYP OF 4) BEARING ON
I DEEP x 16 GA. GALVANIZED COMPOSITE STEEL DECK (OVERALL HST BY. (+9'- 't) (e)Wl6s. (TYP.)
III ^' OW) SLAB/DECK THICKNESS EQUALS 8'). REINFORCE SLAB WITH EX. HIGH PENTHOUSE ROOF
III 3 6x6-W29xW29 WELDED WIRE FABRIC LOCATED 1' BELOW TOP OF
III 5102
CONCRETE, INDICATES THE SPAN DIRECTION OF 714E STEEL
-----------i
DECK. AND EX. SCREEN FRAMING PART PLAN
_L _ I _- I I ILL
9• EXISTING 5401 DEEP OVERALL COMPOSITE FLOOR CONSTRUCTION.
INDICATES 771E SPAN DIRECTION OF THE EXISTING STEEL DECK.
INDICATES EXTENT OF EXISTING FLOOR DECK / CONCRETE
EX. PENTHOUSE ROOF FRAMING PART PLAN SLAB.
ini 10. VLF INDICATES CONTRACTOR TO PROVIDE DIMENSION FROM FIELD.
General Notes:
SOUZA TRUE
® AND PARTNERS, INC.
STRUCTURAL
ENGINEERS
653 Mt. Auburn Street, Watertown, MA 02472
Tel: 617-926-6100 Fax: 617-924-4431
MARK ISSUE DATE DESCRIPTION
a�y 05/14/08 BULLETIN 1012
CD 06/04/07 CONSTRUCTION DOCUMENTS
Issue Log
Project North
MUGAR BUILDING 5TH & 6TH FLOORS
Key Plan
TRO Jung 113rann-en",
ARCHITECTURE INTERIORDESIGN ENGINEERING MASTERPLANNING
80 Bridge Street, Newton, Massachusetts 02458
7¢1617.969.9900 Faz617.527.6753 w Arojungbmnnen.mm
CLIENT INFORMATION / LOGO
Illown® CAPE COD HOSPITAL
aw -® 27 PARK STREET, HYANNIS, MA 02&11
Mv UGAR INPATIENT FLOORS
FIT -OUT
Drawing Title
FRAMING PART PLANS
Drawing Scale AS NOTED
Drawn By DTP Commission No. 2007226
Approved By JAY Date Issued 06/04/07
Phase / Package Number I Sheet Number
S102