HomeMy WebLinkAboutBLD-19-4593ARCHITECT:
OIAM PIETRO ARCHITECTS
354 Gifford Street TEL 508 540 7400
Falmouth, MA 02540
CONSULTING STRUCTURAL ENGINEER
MICHELE CUDIL
CENTERVILLE, MA
ALL DRAWINGS AND WRITTEN MATERIAL ARE THE SOLE
PROPERTY OF L. F. GIAMPIETRO ARCHITECT, P.C. AND
MAY NOT BE DUPLICATED, PUBLISHED, DISCLOSED OR
USED WITHOUT THE EXPRESS WRITTEN CONSENT OF
LOUIS F. GIAMPIETRO
05, P.E.
TEL 508 737-8521
ABBREVIATIONS
4. The General Contractor shall verify all dimensions at the site and shall notify the
16. The General Contractor shall submit to the Architect for review and approval, shop drawings
CHECKED BY:
Architect of any discrepancies before proceeding with the Work or purchasing materials
NORTH ARROW
The
INTERIOR ELEVATION WELDED WIRE MESH
or equipment. Verify critical dimensions in the field before fabricating items which must
wood roof trusses, steel joists, etc.) in accordance with 780 CMR Section 116.2.2 entitled
"Architect/Engineer
1.
NUMBERS INDICATE ELEVATION
fit adjoining construction.
responsibilities during construction".
Al
NUMBER & LETTER INDICATES PROPERTY LINE
17. The General Contractor shall notify the Architect /Engineer of required inspections at least
'TMON INDICATOR -LETTER
AB.
ANCHOR BOLT
DET.
DETAIL
FT
FOOT
MAT.
MATERIAL
PART.
PARTITION
T.O.F.
TOP OF FOUNDATION
AF.F.
ABOVE FINISH FLOOR
DIA
DIAMETER
FTG.
FOOTING
MAX.
MAXD1UU
PL.
PLATE
T.O.W.
T
TOP OF WALL
TREAD
ACT
ACOUSTICAL TILE
DIM.
DIMENSION
FND.
FURR
FOUNDATION
FURRED(ING)
MECH.
INSUL
MECHANICAL
INSULATION
PLAS.
P.LAU.
PLASM
PLASTIC LAMINATE
TYP.
TYPICAL
ALUM
ANOD
ALUMINUM
ANODIZED
DR
DH
DOOR
DOUBLEHUNG
G
GAS
INT.
JT
INTERIOR
JOINT
PI2G.
PLYWD
PLUMBING
PLYWOOD
UNFIN.
V.I.F.
UNFINISHED
VERIFY IN FIELD
0
AT
DRWR
DWG(S)
DRAWER
DRAWING(S)
GALV.
GC
GALVANIZED
GENERAL CONTRACTOR
LAM.
LAMINATE
P.T.
PRESSURE TREATED
VIN
VINYL
BSMT
BASEMENT
BITUMINOUS
DF
DRINKING FOUNTAIN
CL
GLASS/GLAZING
LAV.
LAVATORY
Q.T.
QUARRY TILE
VCr
VINYL COMPOSITION TILE
BIT
BLOCK
DW
DISHWASHER
GR
GRADING
L
LENGTH
REQ'D
REQUIRED
VWC
VINYL WALL COVERING
BLK
authorities having jurisdiction of the Work.
ELEC.
ELECTRIC(AL)
GYP.BD.
GYPSUM BOARD
MFR
MANUFACTURER
REF.
REFRIGERATOR
WC
WATER CLOSET
B1KG
BLACKING
EL
ELEVATION
HDBD
HARDBOARD
M.O.
MASONRY OPENING
REV.
REVISIONS
W
WIDE/WIDTH
BOITT
B.O.W.
BOTTOM
BOTTOM OF WALL
ELEV.
ELEVATOR
HDWD
HARDWOOD
MAT.
MAX.
MATERIAL
MAXIMUM
R
R.D.
RISER
ROOF DRAIN
W/
W/o
WITH
WITHOUT
BM
BEAM
EMER
EMERGENCY
HVAC
HEATINGVENTILATING,
& AIR CONDITIONING
MECH.
MECHANICAL
RM.
ROOM
WDW.
WINDOW
BLDG
BUILDING
EQ
EXIST.
EQUAL
EXISTING
HDWR
HARDWARE
R.O.
ROUGH OPENING
W.W.M.
WELDED WIRE MESH
CPT
CSMT
CARPET
CASEMENT
or EXG.
HGT
1MGHT
MTD.
MOUNTED
SECT.
SECTION
WD
WOOD
CK
CAULKING)
Fi
MANSION JOINT
H.M.
HOLLOW METAL
NO
NUMBER
SCHED.
SCHEDULE
CLG
CEILING
EXP
EXPOSED
INSUL
INSULATION
NOM.
NOMINAL
SPEC.
SPECIFICATIONS
CLOS
CLOSET
EXT.
EXTERIOR
INT.
INTERIOR
N.I.C.
NOT IN CONTRACT
STD.
STANDARD
COL
COLUMN
FIN
FINISHED
JT
JOINT
N.T.S.
NOT TO SCALE
S&P
SHELF&POLE
CONC.
CONCRETE
FA
FIRE ALARM
1".
LAMINATE
C.C.
ON CENTER
STL
STEEL
CMU
CONCRETE MASONRY UNIT
F.B.O.
FURNISHED BY OWNER
LAV.
LAVATORY
OH
OVERHEAD
SUSP.
SUSPENDED
CONST.
CONSTRUCTION
FE
FIRE EXTINGUISHER
L
LENGTH
OPNG.
PTD.
OPENING
PAIN=
THK
T&B
THICK
TOP&BOTTOM
CONT.
CJ
CONTINUOUS
CONTROL/CONSTR. JOINT
FL
FLUOR
FLOORING)
FLUORESCENT
MFR
M.O.
MANUFACTURER
MASONRY OPENING
PNL
PANEL
T&G
TONGUE&GROOVE
517 ROUTE 28
WEST YARMOUTH, MA
SYMBOLS
4. The General Contractor shall verify all dimensions at the site and shall notify the
16. The General Contractor shall submit to the Architect for review and approval, shop drawings
CHECKED BY:
Architect of any discrepancies before proceeding with the Work or purchasing materials
NORTH ARROW
The
INTERIOR ELEVATION WELDED WIRE MESH
or equipment. Verify critical dimensions in the field before fabricating items which must
wood roof trusses, steel joists, etc.) in accordance with 780 CMR Section 116.2.2 entitled
"Architect/Engineer
1.
NUMBERS INDICATE ELEVATION
fit adjoining construction.
responsibilities during construction".
Al
NUMBER & LETTER INDICATES PROPERTY LINE
17. The General Contractor shall notify the Architect /Engineer of required inspections at least
'TMON INDICATOR -LETTER
establish existing elevations. Elevation of finished floor shall be established by
THE DRAWING WHERE THEELEVATIONS
two (2) days in advance.
IN TOP HALF OF CIRCLE INDICATES
Documents at all locations where they occur.
ARE LOCATED CENTER LINE
THE S?EC97C SECTION. THE NUMBER
AND Wrl"ER IN THE BOTTOM HALF
6. The Architectural Documents govern the location of all Electrical and Mechanical items
CONCRETE - PLAN OR SECTION
the occupancy permit so that the Owner may receive full use of the item
IN"DICA-ES THE DWG. ON WHICH
THE SECTION APPEARS
General
Build and install parts of the Work level, plumb, square and in correct position.
BRICK - PLANS OR SECTIONS
for the guarantee or warranty period
B.
Make joints tight and neat. If such is impossible, apply moldings, sealant or other
CONCRETE BLOCK
+ 45.5
NEW 5110T ELEVATION
joint treatment as directed by Architect.
PLANS OR SECTIONS
45.5E
EXISWG SPOT ELEVATION
Under potentially damp conditions, provide galvanic insulation between different
PLYWOOD, LARGE SCALE
45
NEW CON'TOUPS
metals which are not adjacent on the galvanic scale.
finished to match adjoining surfaces. Patched areas shall be finished in such a manner
/-----/45
EX=G CONTOUR
%STEEL.
LARGE SCALE
parts of the (work securely. Blocking, bracing, nailers, fastenings and other supports
ELEVATION MARK
paint door tops, bottoms, glazing stops, glazing rabbets, and hardware cutouts before
ROUGH LUMBER
shall be of a type not subject to deterioration or weakening as the result of
COLUIN COORDINATES &
[77771
FINISH LUMBER
environmental conditions or aging.
REFERENCE GRID LINES
Where accessories are required in order to install parts of the Work in usable form
INSULATION -RIGID
FI -0-11
ROOM NUMBER
and to make the Work perform properly, provide such accessories. If special tools
INSULATION -BATT
O
DOOR NUMBER
are required to maintain, adjust and repair products, provide them.
EARTH
D. Provide chases, furred spaces, trenches, covers, pits, foundations and other
VLNDOT TYPE
Follow manufacturer's instructions for assembling, installing and adjusting products.
COMPACT GRAVEL
construction required in conjunction with the Work. If such construction is not
TAIL TYPE
Do not install products in a manner contrary to the manufacturer's instructions
structure.
GENERALNOTES
4. The General Contractor shall verify all dimensions at the site and shall notify the
16. The General Contractor shall submit to the Architect for review and approval, shop drawings
CHECKED BY:
Architect of any discrepancies before proceeding with the Work or purchasing materials
for all manufactured structural elements (ie.: steel beams & columns, LVL beams, truss joists,
The
General Conditions state that the Contract Documents are complimentary.
or equipment. Verify critical dimensions in the field before fabricating items which must
wood roof trusses, steel joists, etc.) in accordance with 780 CMR Section 116.2.2 entitled
"Architect/Engineer
1.
fit adjoining construction.
responsibilities during construction".
2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site
17. The General Contractor shall notify the Architect /Engineer of required inspections at least
and
establish existing elevations. Elevation of finished floor shall be established by
5. All details are typical unless otherwise noted and are not necessarily shown in the
two (2) days in advance.
Architect with elevation information provided by Surveyor.
Documents at all locations where they occur.
18. All warranties, guarantees and service maintenance agreements shall commence with
Contractor is responsible for all the work.
6. The Architectural Documents govern the location of all Electrical and Mechanical items
the issuance of
the occupancy permit so that the Owner may receive full use of the item
3. The
A.
General
Build and install parts of the Work level, plumb, square and in correct position.
installed as a part of the Work.
for the guarantee or warranty period
B.
Make joints tight and neat. If such is impossible, apply moldings, sealant or other
7. Existing items which are not to be removed and are damaged or removed in the course
19. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION:
joint treatment as directed by Architect.
of the Work shall be repaired and replaced in like new condition without cost.
A. Seal cracks and openings to make the exterior skin of the building tight to water and
C.
Under potentially damp conditions, provide galvanic insulation between different
8. Existing surfaces disturbed during the course of the Work shall be reconstructed and
air entry.
metals which are not adjacent on the galvanic scale.
finished to match adjoining surfaces. Patched areas shall be finished in such a manner
B. Provide adequate blocking, bracing, nailers, fastenings and other supports to install
D.
Apply protective finish to parts of the Work before concealing them. For example,
as to provide visual and structural continuity across the entire affected surface.
parts of the (work securely. Blocking, bracing, nailers, fastenings and other supports
paint door tops, bottoms, glazing stops, glazing rabbets, and hardware cutouts before
9. All voids created or surfaces disturbed resulting from cutting, removal or installation of
shall be of a type not subject to deterioration or weakening as the result of
hanging doors, and paint corrodible mounting plates before installing parts over them.
elements as part of the Work shall be filled and finished to match adjoining construction.
environmental conditions or aging.
E.
Where accessories are required in order to install parts of the Work in usable form
C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes
and to make the Work perform properly, provide such accessories. If special tools
10. Except as provided in the Documents, no structural member or element shall be cut
and other products pass through or are being removed from existing construction.
are required to maintain, adjust and repair products, provide them.
without written approval of the Architect. The General Contractor shall coordinate all
D. Provide chases, furred spaces, trenches, covers, pits, foundations and other
F.
Follow manufacturer's instructions for assembling, installing and adjusting products.
cutting and shall advise the Architect of any potential conflicts with new or existing
construction required in conjunction with the Work. If such construction is not
Do not install products in a manner contrary to the manufacturer's instructions
structure.
shown on the Drawings, coordinate with Architect for sizes and placement.
unless authorized in writing by the Architect.
11. Demolition work shall only be carried out once all temporary shoring and bracing is in
E. Provide and 'coordinate access doors and panels as required for access to equipment
G.
Adjust and operate all items of equipment, leaving them fully ready for use.
place. Removal of all temporary supports shall be completed only after new work is secure
requiring adjustment, inspection, maintenance or other access and as required for access
H.
The division of the Documents into Architectural, Structural, Electrical, Mechanical,
and complete.
to spaces not otherwise accessible, such as attics and crawl spaces.
Plumbing and Civil components is not intended as division of the Work by trade or
F. Check Drawings and manufacturers' literature for requirements for bases, pads, and
otherwise.
equipment and workmanship shall conform to the requirements of
12. All materials, equip
other supporting structures. Provide such structures. Remove supporting structures
1.
Provide utility installations from lot line to house including underground electrical,
authorities having jurisdiction of the Work.
associated with removed equipment and patch remaining surfaces.
water, telephone and CATV to comply with all local codes and requirements.
13. All materials and equipment shall comply with the Occupational Safety and Health Act,
G. As part of one year warranty specified in the General Conditions, repair cracks and
J.
Concrete shall have compressive strength of 3000 psi 0 28 days for walls and
including all amendments.
other damage which occur as a result of settlement and shrinkage during the first year
4000 psi @ 28 days for slab work, and reinforcing rods & woven wire fabric (WWF)
after Substantial Completion.
per drawings. Where noted, provide hard steel trowel finish on slabs.
14. All materials and equipment shall conform to the requirements of authorities having
installing or asbestos—containing materials.
20. All work shall conform to the applicable sections of the Ninth Edition of the
Dampproofing shall be factory manufactured semi—mastic consistency from asphalts
jurisdiction regarding not using or asbestos
Massachusetts State Building Code (Basic/Commercial)
and mineral fibers, and installed on all walls and footings.
15. All paint used on all products and assemblies shall conform to A.N.S.I. 266.1,
Piers for decks shall be concrete filled Sonotube forms.
Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity.
SCHEDULE OF DRAWINGS
TI TITLE SHEET (THIS SHEET)
ABI AS—BUILT FLOOR PLAN
Al FLOOR PLAN, DETAILS
A2 FRONT DORMER & SIGN DETAIL
A3 CROSS SECTION & DETAILS
S1 FRAMING PLANS & DETAILS
S2 DETAIL SKETCHES & NOTES
DO NOT
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DRAWINGS
THIS DRAWING IS PART OF A COMPLETE
ARCHITECTURAL SET. THERE IS
INFORMATION PERTAINING TO THIS
DRAWING ON OTHER SHEETS. REFER
TO T1 FOR COMPLETE SHEET LIST. DO
NOT DO TAKE OFFS, BIDDING OR
CONSTRUCTION ON THIS STRUCTURE
WITHOUT A COMPLETE SET OF
DRAWINGS
TOWN OFYo',7eU!."1:G!6JTX
REVIEWED FOR 13! CODE COPAPLI-
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PROJECT No. 1877
THIS DRAWING IS PART OF A COMPLETE
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INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS, REFER TO T1 FOR
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THIS DRAWING IS PART OF A COMPLETE
ARCHITECTURAL SET. THERE IS
INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS, REFER TO T1 FOR
COMPLETE SHEET LIST. DO NOT DO TAKE
OFFS, BIDDING OR CONSTRUCTION ON THIS
STRUCTURE WITHOUT A COMPLETE SET.
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m i iREMOVED i j I I REM.+IN i
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AND ---- XSTING STAIR
COLUMNS CONVEYOR BEL TO BE
TO BE REMOVED. SEE OTRUCTURAL
(E)OVERHEAD REMOVED I DRAWINGS FOR �EW FLOOR
G DOOR TO REMAIN FRAMING
— ------ ----------------------------------- --------- ---------- I! -------- I - I---------------------I------I.---------------------------------------------- ---Oc
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(E)CMU WALL
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TO REMOVED REMOVE I COLUMNS TO
REMAIN I I I I I REMAIN,TYP.
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To BE FLOOR TO UNDER I 12'-1 1/4"
REMOVED SIDE OF EXISTING STEEL JOIST
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PROJECT No. ---18L77]
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SCALE 1/2" = 1'-0"
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FIRE PROTECTION 'LEGEND:
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SINGLE HEAD EMERGENCY LIGHT
WP = WATERPROOF
EXIT SIGN
ARROW INDICATES DIRECTION TO EXIT
FIRE ALARM PANEL
STROBE ALERT w/HORN
FIRE ALARM FULL
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R-19 +
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PROJECT No. — 187%]
THIS DRAWING IS PART OF A COMPLETE
ARCHITECTURAL SET. THERE IS
INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS. REFER TO T1 FOR
COMPLETE SHEET LIST. 00 NOT DO TAKE
OFFS, BIDDING OR CONSTRUCTION ON THIS
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SHEET No.
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MEMBRANE FLASHIN(P
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NOTE: NEW DORMER TO MATCH
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NEW 2 X S NAILER
CONTINUOUS TO SPAN
I ACROSS EXISTING IdAFTERS
SIMP'SON H2.5A
CLIP TYP. 4 EACH RAFTER
� NEW DOR
)ARD
MATCH EXISTING ROOF SHINGLES
NEW 2X8 RAFTERS TO OVERFRAME ON
EXISTING ROOF
MATCH EXISTING SOFFIT
NEW 2 X 6 STUDS ® 16" O.C. TO OVERFRAME
ON EXISTING ROOF
x 6 TRIM BOARDS
ALIGN NEW FALSE DORMER WITH EXISTING
DORMERS
"t
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PROJECT No. 1877
THIS DRAWING IS PART OF A COMPLETE
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INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS. REFER TO T1 FOR
COMPLETE SHEET LIST. DO NOT DO TAKE
OFFS, BIDDING OR CONSTRUCTION ON THIS
STRUCTURE WITHOUT A COMPLETE SET.
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PROJECT No. 1877
THIS DRAWING IS PART OF A COMPLETE
ARCHITECTURAL SET. THERE IS
INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS. REFER TO T1 FOR
COMPLETE SHEET LIST. DO NOT DO TAKE
OFFS, BIDDING OR CONSTRUCTION ON THIS
STRUCTURE WITHOUT A COMPLETE SET.
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CHECKED BY: yys 1
DATE: f —21-2019
REVISIONS:
PROJECT No. 1877
THIS DRAWING IS PART OF A COMPLETE
ARCHITECTURAL SET. THERE IS
INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS. REFER TO T1 FOR
COMPLETE SHEET LIST. DO NOT DO TAKE
OFFS, BIDDING OR CONSTRUCTION ON THIS
STRUCTURE WITHOUT A COMPLETE SET.
SHEET No.
i
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1 I
EXISTING 1X8 0
EXISTING 4" X 6" ® 2'-0" O.C.
1 1 I
11 1 {
+1 I {
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END OF EXISTING
1 ( RAFTERS TO ALLOW
FOR THE
INSTALLATION OF
12 I ( NEW FLOOR JOISTS.
�'
51 011 EXISITNG W10 x 26 '
TO REMAIN EXISTING {FLAT ROOF I I
/\Z\j sz
Q , EXISTINGSTEEL JOIST ADD WE5
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TO REMAIN EXISTING {FLAT ROOF I I
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EXISTING FLAT ROOF
m
EXISTING 18K STEEL
JOIST f 2'-0" c.c.
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FRAMING
NEW 2 x 4 BEARING
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OFFS, BIDDING OR CONSTRUCTION ON THIS
STRUCTURE WITHOUT A COMPLETE SET.
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STRUCTURE WITHOUT A COMPLETE SET.
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DATE: f-2 >! -2019
REVISIONS:
1
PROJECT No� 1 g.77
THIS DRAWING IS PART OF A COMPLETE
ARCHITECTURAL SET. THERE IS
INFORMATION PERTAINING TO THIS DRAWING
ON OTHER SHEETS. REFER TO T1 FOR
COMPLETE SHEET LIST. DO NOT DO TAKE
OFFS, BIDDING OR CONSTRUCTION ON THIS
STRUCTURE WITHOUT A COMPLETE SET.
SHEET No.
1 1.5 2 3 4 O5 (0 GI) 7.1 8 q 1O
' , 1
1481-211
Iy _
I 1 I '
201-7-L" 131-411 1-0n
3n 151-4n 15-3 11-4 51-4u 27I-5 1 41 n
1 1 1
INO STRUGTWRAL WORtC
I i
(E)DEMISING
I 1 I , I , _ WALL
- I 40'1-0"
I I
40'-0' LIN. FT. (t) OF
NEW C.M.U. x
I j j j j
11-6" r"CREINFOrCED
T. ( I i7,21-611
1 1
rA
iI EXISTING CMU WALL i ( A3 I I I I I (E)2 x 6 WALL
* I FILL CORES SOLID W/#5I SK -3 I I I TO REMAIN
REPAIR/REPLACE AS I BARS ® 24" O.C.
r �_---- ----- SK -1 ----------------- -- NECESSARY I ------- I----
----------------
-- _-
�^ {
J ---�- --------------- I----------------- I ---- x
(E)CMU WALL I 1 1 --
11'-8" HT. I I I j j w
I I 1 1 1 1
rM
II)BEARING I LL IN ATTIC
I-- -- -- --- -- -- -L --
_ I I TOP ATTIC: FLOORS TO MATCH
n =
WEB STIFFENERS ALIGN WITH BEARING
0 I I I O j j j WALLS ABOVE
o 1 1
t I z I Z Y 0
t I I I I I I NOTE: 1
I hill n ® r i 1, ATTACH BOTTOM PLATE W/ 5/8" DIA. i
Z I p r p Z N I NEW 2 6>EJ RING 14ALLI 14 ATT I I NEW 2 x 6 INFILL x 6" XP. 6 4'-0" O.C.
N w I Y w -- -- -- - --- -- -- -L -- --'- --- -- -- -- J WALL. SE NOTE -
_ __ I E
2 MID HT BLOCKING REQUIRED
- LU LU N iY I -- -- -- - --- -- -- -� -- --I- -- -- -- -- --- -- - L I E I 3. ATTACH TOP PLATE TO (E) STEEL FRAME
W/SCREWS MIN(2) PER CONTACT. I
G w V7 -- --- ( -- ------ V 1 ( )
f I -j _ 1 1 lu Sul
u IL)
II '-----------------------------------------------
-----------------------
----------------------- ---- I --- G
— _----------------------------------------------------- -- - - -- ---- - Vic=--- - - -- ----FH
-I-----�----
1 �'
f m I I I o 3n
1
--- - ------------- U i i Z® i
U , N 2 x 6 RING 1 ATT 1
o-- -- -- - --- -- -- fTL -- -- -- -- -- --- -- -- -- --
�I
! t I 1 I
= I I � 1;; 4 ROWS OF BRIDGING I O I I 4 OF RID INC WEB STIFFENERS ALIGN WITH BEARING
3 C4 I (SEE DETAIL 1 f I 1to ) - SJOINS
E D AI 1 j j WAus ABOVE
1 I z ®
I
1
I I ,
—N W2x61� R'NG — I 1 ATT
1
NEW 1 I NEW -- -- -- 15'- "� I I 1 t_cin '-6" - I 20'-0"t
COLUMN SK -2 I I COLUMN - '
II - - NE w1 x 3 --_ I - I - - — ---- -----�---
F - --- ----------------- ------------ - -- - - -- —------------------------------------------------------- - ---
------------------------------- —_�-
NEW W14 x 43 I (NEW (E) W'0 x 26 ' � I I I----------------------------
SK-2 ' 1COLUMN I (E)GOL.TO BE I DSLE TMs- I I38LE COLS. I I I CE)coL,TO
j REMAIN j I i 1 1 , REMAIN
3'-6'I 16'-31 a 1q' -7"t I tq'-7"f 1 I I NEW
EQ I 1 EQ
I I I COLUMN '
1
11 -8
o I I
z� ° r� Y! 6.5 ,
i-w� con
SK -1 60 ® w
WN '
(nw
KooF/Ali"-1 IC; FKA1" (I NG i�'LAN
SCALE= 3/16" = 1'-0"
END CONDITIONS
` i OPTIONAL VINYL POST
SLEEVE
1 1
1
t
1 t 6" SCH, 40 STEEL PIPE
o ' FILLED w/GONG.
t
PAVEMENT
1
COVER OVER
ip
A.\\/FILL POST w/CONCRETE
\j \\ `2500 PSI P.C.
�j// ; • ' CONCRETE MINIMUM
3" MIN.
L
BOLLARD DETAIL.
SCALE 1/2" = 1'-0"
setting plates should always be anchored to the masonry wag.
gned and furnished by others) shah be located not more than I
ice of the wap.
S Series Sit 5.3
LH Series 1064JI 4.4
r Series SJI 1Qn46 _
TYPICAL MASONRY BEARING
Field wells which are th erthan c-_ i .-_gI rani pmoil standard seats. Additional
costs are incurred when joist seat thickness must be increased for thicker field welds.
See below for standard S I weld criteria.
KCS Series s
L �j
LH, DLH SJI 1 Seines SJI 104.7
GirdnrSerles &A 1004.6
WELDED
CONNECTiONs
% PRODUCT SERIES FILLETWELD THICKNESS FIL-LET WELD Ll NGTH
K,i<C�J 1'&' t'ting ono -oak solo
H- nt H. G+rdnrS 114' r' I .none-ea:' side
3
K KCS Series SJI 53, 5.4
LH, DLH Series SJI 104.4,104,5
GkCer Serks Not Recommended '
base length extendedend
addr5onal row of %-bridging additional rowot bridging at end (2;
brWn3 near support (i)
'I- use standard %Jl criteria for toaring
CANTILEVERED, EV BOTTOM BEARING, SQUARE END
Stagger gge an minimum bearing is possible. Lsss than standard
bearing length may be used I the specifying professional follows the guidelines in
the appropriate specification section.
K KCS Series S.J.I.5.3 4'
LH, DLH series SJ1104.4
Girefor Snrioa Sll 10M 4
1 /7
,.212'
STAGGERED JOIST'S
Bottom Chord Extensions Ceiling ExtensionsAt I '
Both bottom chords can be extended to the face of columns, beams or When ceilings are to be attached
walls when additional lateral support is required. directly to the bottom chords of joists,
one of the bottom chord members can
be extended to the face of the support.
Rigid Connections /
If a rigid connection of the bottom chord is to be made to the column or other .;
supports, it shag be made at the direction of the Specttying Prote<_slonal.
Typically this connection is made a4er an dead loads are in place. Once this
connection is made the joist is no longer simply supported and the system must
be evaluated for continuity by the specifying professional. Please see 1'typicalfrom
suggested moment connections on Page XVII. face ofwatl,
DETAILS NJ
t act,.. rcw of tsloe-1 to
archore9 at r'85a, wal" by
77
1981 mm
h --_-tar '...
'
318 a ezoansion bolts
Ir by others (typical) werd*re to or srr.no vow— s
1;;OrNlntlOt6 tlpnZDnia1 ,I- balked C Rro 11*197" mod.
11'-0 3505 mm
k[ 4 t+o"-+^. dscx•,s a
`�f"
bridging it alkadwd to the
steel past new panel Points
`IAt
6'-5" 1955 mm
h
by well ng. For K and
11'-6' 3505 mm
Y
KCS-Serirslotst,the honzorratbn67ng
wMded connections rrxxt top d bcic- C." -s
6-4" 1930 mm
8'-l'(2463 rnm)
be capable of resisting }.^
11'-0' (3505 mm
' NCJ supplies all bridging bolts.
700 pounds. For W, f J:_
6'-4" 1930 mm
8'-1' 2463 mm
DLH-series bridging ,. = `BA t
11'-6' 3479 mm
connection req rre nert5 Fold weld of all Con1AC} nL^
see table 104.51 of the pO1
6-3" 1905 mm
field weld at a�" oo"eart Pcirt5
SJ'epecific:.Gone' HORIZONTAL BRIDGING TO VJALL
m7' 6" 2286 m
HORIZONTAL BRIDGING TO BEAM,
39
�
2'-0"
• ansi
6 expansion others
xP o aro
318 0 H,H.M bck or SS 4 H.H-1,1 bcx--
4'-1" 1244 mm
M
3B H H txY
0
or 5's H.H.11 by
71-61(2286 mm
6'-9'(26f7 mm
1 (Y -O'(3048 mm)
JJR:A�2or be{' weld w'xn Dol' -+g
13'-C"
F
t._ --"' .ti �1 .et! IreN. when bogirtg
I is no,, sst'"e
5'-1' 1549 mm
b nd poasble
crassbdted
10'-0' 3048 mm
• /
chs_ *�P.brldgrr
� —9-
09-10
_ „ •
4,-6'(1371 mm
6'-0'(1828 mmt I
--
W
12'-4'(,3759 mm
16'-0"
CROSS BOLTED BRIDGING TO WALL
CROSS BOLTED EMIXTI S TO BEAM
3'9 4 P
_ zpansion bogs by overs f''+7ca�
6
V
` holi20nta? b-dlr' n M� or ;1.an
/1
12'-4'(3759 mm
horizontal bridging per msrk on pear
13.14
�— r
4A'(1244 mm)
-0o mm
8'-2' 2489 mm
12'-4"(3759 mm
' cross were tmy r
i cross molded bridging
1295 mm
5' S' 1651 mm
T-1' 2158 mm
11'-0' (3352 mm
17
41-o'(1219 mm)
5'-1' 1549 rrnrrh
he'd well a! all Contact
points
CROSS WELDED BRIDGING TO WALL
18,19
CROSS WELDED BRIDGING TO BEAM
7
gr
cross boiled W"
cross bctred
bnryging
Ilii
� \
► err'-
J L
W weld at inte---ei'Jn
•
-�
�z
� fund weld at Herewiim
VARYING JOiST ELEVATION
VARYING JOiST DEPTHS
------------ - -- -------- -------, --•_• •_-••- •,+.. .+, ... .. ..,... ,.-,•.c, .ca Vvau ,au1p. rr. rC"I a 1p 14' Marr Tor tImcTt-u1w tvcnmovnineloists, extreme
caution must be exercised since unbridged joists may exhibit some degree of instability under the erector's weight
In general construction bads must not be put on joists ur'il tw bridgnq is attached and the jois's are anchc—d a• their ends.
BRIDGING
a , .
,
''�••FF S is • t
•
,r
I H. DI H. 2.12 TA -
LH, DLH, 13-19 5/8" Q
enes 3/8"
NOTE: ALL DIMENSIONS FOR ALL NEW WORK ARE t V.I.F. BY G. LOHR
O COLUMNS TO BE REMOVED -AS NOTED ON PLAN
® NEW COLUMNS -AS NOTED ON PLAN
A A
< A Horizontal Bridging
Field Weld recommended in
end space to permit
relative deflection
without damage
to bridging.
Exp. Bogs ty Olhers
BRIDGING SPACING AND I4AR17nmTA1 RRInr;1Nr, Cf7Rt: lmm.. I L1 G�n� ,,e, an fees .n ,aro i urea f n . nil n dA 1. nh
77
1981 mm
8'-2" 2489 mm
9 -10" 29=7 mm
11'-0 3505 mm
-40 tla
,
20
6'-5" 1955 mm
►f
F02,03,04
-
-q.
11'-6' 3505 mm
Y
cj
1,
6-4" 1930 mm
8'-l'(2463 rnm)
9'-10' 2997 mm
11'-0' (3505 mm
' NCJ supplies all bridging bolts.
NOTE: ALL DIMENSIONS FOR ALL NEW WORK ARE t V.I.F. BY G. LOHR
O COLUMNS TO BE REMOVED -AS NOTED ON PLAN
® NEW COLUMNS -AS NOTED ON PLAN
A A
< A Horizontal Bridging
Field Weld recommended in
end space to permit
relative deflection
without damage
to bridging.
Exp. Bogs ty Olhers
BRIDGING SPACING AND I4AR17nmTA1 RRInr;1Nr, Cf7Rt: lmm.. I L1 G�n� ,,e, an fees .n ,aro i urea f n . nil n dA 1. nh
MAXIMUM JOIST SPACING FOR DIAGONAL RRI0,rI%JG
18 16-6
77
1981 mm
8'-2" 2489 mm
9 -10" 29=7 mm
11'-0 3505 mm
-40 tla
,
20
6'-5" 1955 mm
►f
F02,03,04
-
-q.
11'-6' 3505 mm
Y
cj
1,
6-4" 1930 mm
8'-l'(2463 rnm)
9'-10' 2997 mm
11'-0' (3505 mm
24
6'-4" 1930 mm
8'-1' 2463 mm
9'4"(2971 mm
11'-6' 3479 mm
26
6-3" 1905 mm
4'-7" 1397 mm
6'-3" 1905 mm
m7' 6" 2286 m
-9' 2G G7 mm
10 -0' 3048 mm8
6-2" 0879 mm
2'-0"
05.06
4'-1" 1244 mm
5'-9' 0752 mm
71-61(2286 mm
6'-9'(26f7 mm
1 (Y -O'(3048 mm)
12'-4'(3759 mm
13'-C"
07-08
3'-9"(l 143 mm
5'-1' 1549 mm
6'-8' 2032 mm
6-6'(2500 mm)
10'-0' 3048 mm
12'-4"(3759 mm
14'-0'
09-10
7-9' 2362 rnm)
4,-6'(1371 mm
6'-0'(1828 mmt I
7-8'(23Z mm
10'-0' 3048 mm
12'-4'(,3759 mm
16'-0"
11-12
4'-1' 1244 mm
5'-5'(1651 mm
6-10'(2082 mm)
8'-11'(2717 mm)
12'-4'(3759 mm
13.14
4A'(1244 mm)
-0o mm
8'-2' 2489 mm
12'-4"(3759 mm
1295 mm
5' S' 1651 mm
T-1' 2158 mm
11'-0' (3352 mm
17
41-o'(1219 mm)
5'-1' 1549 rrnrrh
6'-8' 2032 mm
10'-5' 3175 mm
25-0"
18,19
SEE D'.AGONALBRIDGING.
MAXIMUM JOIST SPACING FOR DIAGONAL RRI0,rI%JG
18 16-6
77
1981 mm
8'-2" 2489 mm
9 -10" 29=7 mm
11'-0 3505 mm
-40 tla
,
20
6'-5" 1955 mm
8'-2'(2489 mm
9 -10' 2997 mm
11'-6' 3505 mm
22�
6-4" 1930 mm
8'-l'(2463 rnm)
9'-10' 2997 mm
11'-0' (3505 mm
24
6'-4" 1930 mm
8'-1' 2463 mm
9'4"(2971 mm
11'-6' 3479 mm
26
6-3" 1905 mm
8'-0"(2438 mm
9'-9'(2971 mm
11'-5' 3479 mm
28
6-2" 0879 mm
8'-0"(2438 mm)
9'-8'(296 mm
11'-5' (3479 mm
30
6'-2" 1879 mm
T-11' 2413 mm
9'$" 2946 mm
11'-4' 3454 mm
32
6-1' It854 mm
T-10"(2387 mm
9-7'(2921 mm
11'4' 3454 mm
13'-0' (3962 mm)
36
7-9' 2362 rnm)
9'•6' 22 5 W-1
1 1'-3- 3429 mm
12'-1 I' 3973 mm
°2 MICHELE
CUDILO
° No. 34774 n
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STRUCTURAL
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INITIAL ISSUE 01/21/19
NO. DESCRIPTI❑N DATE
TITLE: PROPOSED STRUCTURAL MODIFICATIONS
PROJECT: CHRISTMAS TREE PLAZA: DOLLAR TREE
517 ROUTE 28, W. YARMOUTH, MA
F❑RL MICHEL MANGALO, MICHELYN LLC
POB 2128, HYANNIS, MA 02601
WCHELE CUEDHLOJ, P.E.
Consulting Structural Engineer
CENTERVILLE, MASSACHUSETTS 02632-1979 (508)737-8521
JOB NUMBER: 2018-118 DRAWN BY: MC DRAWING NUMBER!
SCALE. AS NOTED DATE] JAN, 7, 2011) S ® 1
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GENERAL .NOTES AND MATERIAL SPECIFICATIONS
1. THE PROPOSED STRUCTURE IS NOT LOCATED IN A FLOOD ZONE,
AS DETERMINED BY THE SITE PLAN ENGINEER. FOR SITE LOCATION
AND GRADING ELEVATIONS, :SEE THE SITE PLAN BY OTHERS.
2. .ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE
MASSACHUSETTS STATE BUILDING CODE, LATEST EDITION.
3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR -TO
CONSTRUCTION. DISCREPANCIES BETWEEN THE PLAN DIMENSIONS
ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER,. PRIOR
TO CONSTRUCTION.
4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF ALL
EXISTING AND NEW STRUCTURAL COMPONENTS TO PERMIT THE SAFE
INSTALLATION AND .COMPLETION OF ALL WORK WITHOUT DAMAGE TO
PROPERTY AND WITHOUT .JEOPARDIZING THE SAFETY OF ANY
PERSON(S).
5. ASSUMED SOIL TYPE FOR DETERMINING SOIL STRENGTH IS
MEDIUM SAND WITH ALLOWABLE SOIL BEARING CAPACITY OF 3000
PSF.
7. DESIGN WIND SPEED IS 110 M.P.H EXPOSURE B. GROUND SNOW
LOAD: 30 PSF; MIN. FLAT ROOF SNOW LOAD = 25 PSF.
8. CONCRETE STRENGTH AT 28 DAYS = 3000 PSI
REINFORCING STEEL NEW BILLET STEEL 60KS1 YIELD STRENGTH
ANCHOR BOLTS: A307 GALV.
.TIMBER FRAMING:
A. PRESSURE TREATED, P.T., YELLOW PINE, FB=1300 PSI,
E=1,600,000 PSI, OR BETTER.
B. NEW .BEAMS (NOTED PSL): PARALLAM BEAMS, AS
MANUFACTURED BY ILEVEL, WITH FB=2925 PSI, E=2,000,000.
MICROLAM LAMINATED VENEER LUMBER (LVL), BY ILEVELI, WITH
FB=2600 PSI, E=1,900 KSI, OR BETTER.
C. HEADERS: 4' OPENING: 2-2 X 6
ALL .OTHERS PER MASS BUILDING CODE, LATEST EDITION.
9. CONNECTORS AND FASTENERS: GALVINIZED STEEL
A. INSTALL ALL METAL CONNECTORS SHOWN IN ACCORDANCE.
WITH MANUFACTURER'S SPECIFICATIONS, WITH ALL NAIL HOLES
FILLED.
10. STRUCTURAL STEEL:
SHAPES: ASTM A992 WITH FY= 50 KSI
PLATES: ASTM A501 ROUND, HSS: FY=46 KSI
WELDS: E70XX ELECTRODES
BOLTS; ASTM A325
ALL MEMBERS W/ RUST INHIBITIVE PAINT
11. STEEL BAR JOISTS: K—SERIES, ASTM A36 OR BETTER; FULL
MANUFACTURER SHOP DRAWING SUBMITTAL REQUIRED FOR APPROVAL.-
12. CONCRETE MASONRY UNITS (CMU):
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BASE PL. _�{�Y�Q�_JQl� l/ 14J
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.L WORKMANSHIP TO CONFORM ,: WITH: -AMERICAN INSTITUTE OF STEEL CONSTRUCTICy AND
kSSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS.
RUCTURAL STEEL: ASTM 572 (FY=SC KSI); Optional: ' 5H0? PAINT WITH RUST INHIBITIVE- PAINT.
(?ANSION BOLTS: ASTM A510 I " DIA. x12: EMBEDM,ENT IN CONCRETE;
NRU—BOL TS:AST4! A307 1/2" DIA.
JNCH.D HOLES IN PLATES _ 9/16" DIAMETER.
.L WELDS E70XX ELETRODES. SHOP WELD CA? AND BASE PLATES TO COLUMNS.
)ORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, AND FIELD VERIi"1' WHERE REQUIRED. �
:L BEAM CONNECTIONS �
s
MICHELE CUDILO, P.E.
Consultinc Structural Eng;nPPr
Center+nlia, Mossccn:rse�a 02E32-1979
brown By: M0. C Date: 01/171 Drawi
7
Scale: S .NOTED Rev. p
S K-- A I
File Narre: '� Pro,ect No.: �� !
MIN. STRENGTH 3000 PSI," U.O.N.
GROUT STRENGTH 3000 PSI
REINFORCEMENT:. 60 KSI
VERTICAL CONTROL JOINTS AT 20'o.c.
o`? MICHELE
� CUDILO �.
0 No, 34774
-n
U
STRUCTURAL
_