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I .F . -.-.. - - _... - I - .I jj , INTERIOR PIARTITIONS
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5- 65-
All
FINISH SCHEDULE
Floor
Room Name Mat'I Base
Walls
N S E W
Ceiiin
Matl Fin Hei ht Comments
Reception
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
91- 0"
Waiting Room
Carpet
Straight
Paint
Paint
Paint
Glass
ACT/Ven'r
1 Teg / Ptd
91- 0"
Patient Records
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
9'- (r
Coat Closet - Ty .
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
7'-6-
X- Ray Room
Seamless
Integral
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0"
Dark Room
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
Film Storage
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
91- J"
Procedure Room
Seamless
Integral
Paint
Paint
Paint
Paint
Veneer
Paint
161:- 0"
Procedure/)( -Ray waiting_Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0'
Cast Room
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0"
Business Office - M
Carpet
Straig_tit
Paint
Paint
Paint
Paint
ACT
Tegular
91- 0"
Business Office - A
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
9'- n"
Checkout - M
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0"
Kitchen
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0"
Toilet Room - HDHP
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
81- 0"
Toilet Room - Staff
VCT
Cove
Paint
Paint
Paint
Paint
Veneer
Paint
81- cr
Dressing Area
VCT
Cove
Paint
Paint
Paint
Paint
Veneer
Paint
81- 0"
Toilet Room - Patient
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
81- 0"
Janitor Closet
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
7'-6"
Clean Utility Room
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
91- 0"
Soiled Utility Room
VCT
Cove
Paint
Paint'
Paint
Paint
ACT
Tegular
91- 0"
Elec. Closet
Carpet
Straight
Paint
Paint
Paint
Paint
Veneer
Paint
7'-6"
Exam Room - Typ.
VCT
Cove
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0'
Alternate - Carpet flooring
Nurse Station - Typ.
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
91- 0"
Corridor - Typ.
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0"
Consuftation - M
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
91- 0"
Consuftation - A
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
9'- 0"
Consuftation - X
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
91- 0"
Atrium - Lower Level
Carpet
Straight
Paint
Paint
Paint
Paint
ACT
Tegular
n/a
Atrium - Ground Floor
Carpet
Straight
Paint
Paint
Paint
Paint
Veneer
Paint
lo'- 0"+
Entry Vestibule
Mat
Glass
Glass
Glass
Paint
Veneer
Paint
10'- 0"
DOOR SCHEDULE
Door Frame
Room Name Height Width Finish Type Finish Comments
Reception 71- 0" 3'7 (
'
Stain
NM
Paint
Wafting Room Room
7'- 0"
3'- 0"
Glass
Alum
Patient Records
Coat Closet - Typ•
7'- Cr
1'- 2"
Paint
HM
Paint
_)(-Ray Root"
7'- Cr
8'- &
Stain
HM
Paint
Lead Lined
Dark Room
7'- 0"
3'- 0"
Stain
HM
Paint
Lead Lined
Film Storage
Procedure Room
7'- 0"
3'- 0"
Stain
HM
Paint
Vision Panel & Closer
Procedure/X-Ray waiting
7'- 0"
3'- 0"
Glass
Alum —
oftet t owb -
11- (11
A'- t)"
E n
HM
Paint
Vision Panel & Closer
E3uslness Office - M
71- 0"
3'- 0"
Stain
HM
Paint
Business Office — A
7'- 0"
31- 0"
Stain
HM
Paint
Checkout - M
Kitchen
Toilet Room - HDHP
T- 0"
31- 0"
Stain
HM
Paint
Toilet Room - Staff
7'- 0'
3'- 0"
Stain
HM
Paint
Dressing Area
7'- 0"
3'- 0"
Stain
HM
Paint
Toilet Room - Patient
7'- 0"
3'- 0"
Stain
HM
Paint,
Janitor Closet
7'- 0"
3'- 0"
Paint
HM
Paint
Clean Utility Room
7'- 0"
3'- 0"
Paint
HM
Paint
Soiled Utility Room
7'- 0'
3'- 0'
Paint
HM
Paint
Elec. Closet
7'- 0"
3'- o"
Paint
HM
Paint
Exam Room - Ty .
7'- 0"
3'- 0"
'Stain
HM
Paint
Spring hinges
Nurse Station - Typ.
Corridor - Ty .
7'- 0"
3'- 0"
Stain
HM
Paint
@ Waiting Area
Consuftation - M
7'- 0"
3'- 0"
Stain
HM
Paint
Lockable
Consuftation - A
7'- 0"
3'- 0'
Stain
HM
Paint
Lockable
Consuftation - X
7'- 0'
31- 0"
Stain
HM
Paint
Lockable
Atrium - Lower Level
Atrium - Ground Floor
7'- 0"
3'- o"
Glass
Alum.
,Entry Vestibule
7'- 0"
.3'- Cr
Glass
Alum
n
r
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rill
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T�t'+GAt, uoN - W�,pED pIPr-- — � -
��iLirJC� coNNGGr vN ,4E�F Tib I I • INC.
SGRFW FA57ENE(tS
313 Congress Street
Boston, MA 02210 617-951-0060
X'/jp a l•• P"Ag rl,PvJ G��
wE�v� To pIPE "L- ; n , �5O is Consultants
PIPS 9'''L. gun'°rr _ _ _ __ _ z� 1% Souza True and Partners Inc.
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(-) 1411 x 41 FLATiiPv GouNTEIz- l I N
5u� K WOOD Sc�efls I i I _( a Checked
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Ffl*1ED FLaoIZ S:al: A5 194oWN
°► n Date 22 j U N 1r I `1°I+ `
=T -" ■ Drawing Title
n ELEVATOR PLAN &
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n41Plocj�
RAILING DETAILS
0 di
BPR r�N�E WELD
-'o PERT i vWrA pe _
°D p°fzrs r Drawing Number fl
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HANDRAIL DETAILS
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GENERAL NOTES
t
(UNLESS-OTiiEMSE NOTFDS?N DRAWINGS-OB IN SPECIFICATIONS)
GENERAL
1.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL,
PLUMBING, ELECTRICAL AND SHOP DRAWINGS AND SPECIFICATIONS.
2.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE AFFECTED PORTION
OF THE WORK.
3.
SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL AND PREFABRICATED WOOD TRUSSES
SHALL BE SUBMITTED TO THE ARCHITECT AND A STAMPED APPROVAL RECEIVED BEFORE FABRICATION
CAN PROCEED. SUBMIT MATERIAL CERTIFICATES FOR SAWN LUMBER, LAMINATED LUMBER, ALL
MASONRY PRODUCTS AND CONCRETE MIX. ERECTION SHALL BE MADE ONLY FROM APPROVED SHOP
DRAWINGS AND WITH CERTIFIED MATERIALS.
w
4.
DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS,
UNLESS OTHERWISE NOTED.
5.
FOR DIMENSIONS NOT SHOWN ON THE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS.
EOUNDAT1(2N
1.
THE BOTTOM SURFACE OF EACH FOOTING SHALL REST ON UNDISTURBED OR CONTROLLED MATERIALS.
THE DESIGN BEARING VALUE FOR ALL FOOTINGS IS 2 TONS PER SQUARE FOOT.
2.
THE ESTIMATED ELEVATION OF THE BOTTOM OF EACH FOOTING IS INDICATED THUS [0'-0"]. THE
BOTTOM OF EACH EXTERIOR FOOTING SHALL BE A MINIMUM OF 4'-0" BELOW FINISHED GRADE. ACTUAL
FOOTING GRADES SHALL BE ALTERED, AS NECESSARY, AT THE DIRECTION OF THE ARCHITECT TO SUIT
THE CONTOURS OF THE BEARING STRATA.
3.
NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS RETAINING EARTH UNLESS WALLS ARE
SUFFICIENTLY BRACED TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE.
4.
FOR TYPICAL SLAB ON GRADE CONSTRUCTION AND WHERE INDICATED, PROVIDE 6 INCHES OF
CRUSHED STONE AND A 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL INTERIOR SLABS.
5.
WHERE REQUIRED BENEATH PAVING SLABS OR FOOTINGS, STRUCTURAL FILL SHALL BE COMPACTED IN
9 INCH LAYERS TO AT -LEAST 96 PERCENT OF MAXIMUM DRY DENSITY. STRUCTURAL FILL IS REQUIRED
FROM THE TOP OF THE BEARING STRATUM TO WITHIN 6 INCHES OF THE BOTTOM OF THE PAVING SLAB.
CONCRETE .
t
1.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
2.
ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 (DEFORMED.)
3.
LAP ALL CONTINUOUS BARS 40 DIAMETERS.
4.
ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP 2 SQUARES AT ALL JOINTS AND TIE a
'
3'-0" ON CENTER.
S.
CLEAR CONCRETE PROTECTION FOR REINFORCING:
A. FOUNDATION WALLS AND PIERS: 2:
B. PAVING SLABS: 1' FROM TOP
C. FOOTINGS AND MATS: 3"
6..
NO BARS SHALL BE CUT OR OMITTED IN THE FIELD BECAUSE OF SLEEVES, DUCT OPENINGS OR
RECESSES. BARS MAY BE MOVED ASIDE WITHOUT CHANGE IN LEVEL WITH THE APPROVAL OF THE
ARCHITECT.
7.
NO PIPES SHALL PASS THROUGH CONCRETE WITHOUT THE PERMISSION OF THE ARCHITECT. STEEL
PIPE SLEEVES SHALL BE PROVIDED AND SPACED A MINIMUM OF THREE PIPE DIAMETERS APART.
8.
ALL KEYS SHALL BE 2' BY 4" WITH BEVELED SIDES (UNLESS OTHERWISE NOTED.)
9.
HORIZONTAL CONSTRUCTION JOINTS SHALL BE AS INDICATED ON THE DRAWINGS. VERTICAL
CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL
BE FORMED WITH A STANDARD KEY AND ALL REINFORCING EXTENDED 40 DIAMETERS.
10.
DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
ACI DETAILING MANUAL 315. '
SMUCTURAL
STEEL
1.
ALL STRUCTURAL STEEL MATERIALS, WORKMANSHIP AND DETAILS SHALL CONFORM TO THE LATEST
EDITION OF THE AISC, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.' STRUCTURAL STEEL
SHALL CONFORM TO SPECIFICATION ASTM A36, EXCEPT FOR STEEL PIPE WHICH SHALL CONFORM TO
ASTM A53 AND STEEL TUBES WHICH SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSi.
2.
ALL SHOP CONNECTIONS SHALL BE WELDED TO CONFORM TO STRUCTURAL WELDING CODE AWS D1.1-
88, E70 SERIES OR HIGH STRENGTH BOLTED TO CONFORM TO SPECIFICATION ASTM A325.
3.
ALL FIELD CONNECTIONS SHALL BE BOLTED TO CONFORM TO SPECIFICATION ASTM A325 OR WELDED
AS INDICATED ON THE DRAWINGS, IN ACCORDANCE WITH STRUCTURAL WELDING CODE AWS D1.1-88.
4.
PROVIDE 4-3/4' DIAMETER BOLTS AT ALL BEAMS OVER COLUMNS AND AT ALL COLUMNS OVER BEAMS.
5.
PROVIDE 2-3/4' DIAMETER X 12" LONG ANCHOR BOLTS AT ALL COLUMN BASE PLATES U.N.O.
6.
PROVIDE 3/8" THICK FITTED STIFFENER PLATES AT ALL CONTINUOUS BEAMS OVER COLUMNS.
7.
PROVIDE 1/4" THICK LEVELING PLATE, GROUTED SOLID, UNDER ALL COLUMN BASE PLATES.
STEEL
DECKING
t
1.
STEEL DECKING SHALL BE 3" DEEP X 20 GAUGE, TYPE 'NS" GALVANIZED UNITS CONFORMING TO ASTM
A446 AND A525, G-60.
2.
STEEL DECKING SHALL SPAN 3 OR MORE SUPPORTS WHERE POSSIBLE.
3.
-
"T ' INDICATES DIRECTION OF ROOF DECKING SPAN. _
woo
t
1.
ALL STRUCTURAL LAMINATED VENEER LUMBER (LVL) SHALL CONFORM TO THE LATEST EDITION OF THE
NATIONAL DESIGN SPECIFICATION FOR WOOD AND SHALL HAVE A MINIMUM ALLOWABLE BENDING
STRESS OF 2800 PSI AND MODULUS OF ELASTICITY OF 2,000,000 PSI.
2.
ALL STRUCTURAL LUMBER SHALL CONFORM TO THE LATEST EDITION .OF THE NFPA, 'NATIONAL DESIGN
SPECIFICATIONS FOR WOOD CONSTRUCTION' AND THE NDS SUPPLEMENT, 'DESIGN VALUES FOR WOOD
CONSTRUCTION" AND SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 1000 PSI, MODULUS OF
ELASTICITY OF 1,600,000'PSI AND A HORIZONTAL SHEAR STRESS OF 75 PSI. ALL LUMBER TO HAVE 19%
MAXIMUM MOISTURE CONTENT.
3.
ALL JOISTS AND BEAMS BUILT INTO MASONRY WALLS SHALL BE FIRE CUT.
4.
ALL FLUSH CONNECTIONS SHALL HAVE BEAM OR JOIST HANGERS. UNLESS CONNECTED BY JOIST
HANGERS OR SPECIFIED OTHERWISE ON PLANS, ALL JOISTS SHALL HAVE A MINIMUM BEARING LENGTH
OF 4 INCHES AT SUPPORTS, GIRDERS TO HAVE A MINIMUM BEARING LENGTH OF 6" AT MASONRY
SUPPORTS, 4" AT WOOD SUPPORTS.
5.
ALL NAILING IS TO BE PERFORMED AS SPECIFIED IN APPENDIX "C' OF THE MASSACHUSETTS STATE
BUILDING CODE.
6.
ALL PLYWOOD SHALL BE MILL STAMPED, A.P.A. SPAN RATED PANELS.
7.
ALL STRUCTURAL LUMBER SHALL BE MILL STAMPED IN ACCORDANCE WITH AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION GUIDELINES.
8.
ALL WOOD EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED SOUTHERN PINE NO.
2 OR BETTER.
■ Notes
■ No. ■ Date ■ Description
■ Revisions
V.
;.
<+ SE -AM
STRUCiIiRAI.
2437
' ewt
As
■ Architects
■ HOSKINS
• SCOTT
8c PARTNERS '
A INC
■ Consultant '
SOUZA, TRUE AND PARTNERS, INC.'
STRUCTURAL ENGINEERS
653 Mt. AUBURN St., WATERTOWN, MA 02172
HYANNIS MEDICAL
OFFICE BUILDING
HYANMI MA3SACHUa3 M ,
■ Project Number
■ Drawn Z�=G -jG
■ Checked PVS
■ Scale NOTED
■ Date JUKE 23, 19° -
■ Drawing Title
FOUNDATION .end
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NOTES:
1. PROVIDE LINTELS OVER ALL OPENINGS EXCEPT
WHERE LINTEL BLOCKS ARE PROVIDED.
2. PROVIDE ONE ANGLE FOR EACH 4" OF WALL
THICKNESS. FOR 6" WALLS PROVIDE TEE OR
BUILT-UP SECTION WITH PROPERTIES EQUAL
TO OR GREATER THAN 1112 TIMES ANGLE
PROPERTIES FOR 4" WALL THICKNESS.
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Notes
IN
No. ■ Date . ■ Description
■
Revisions
V.
STRUCTLw,
24372
■
Architects
■ HO SKINS
• SCOTT
8c PARTNERS
A INC
313 Congress Street
Boston, MA 02210 617-951-0060
■
Consultant
SOUZA, TRUE AND PARTNERS, INC.
STRUCTURAL ENGINEERS
653 Mt. AUBURN St., WATERTOWN, MA 02172 `
HYANNIS MEDICAL
OFFICE BUILDING
HYA?C=9 MASSAC=SETW
■
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■
Drawn J/GDC.
■
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■
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■
Date -JVNI✓ 23 1yg4
■
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FIRST FLOOR
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��G 11 oN 3 HOSKINS `.
ti/411% 1=et SCOTT
■ Notes
I■ No. ■ .Date ■ Description
■ Revisions
181S2QD�RUS OTES
c
1. ALL WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD 3. DESIGN -LOADS,
CONSTRUCTION' AND 'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSS' TRUSS ,
PLATE INSTITUTE. EOOES
2. SHOP -DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TOP CHORD LIVE = 25 PSF
PROPOSED CONSTRUCTION, SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO TOP CHORD DEAD = 15 PSF
FABRICATION. SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: BOTTOM CHORD LIVE = 10 PSF
DURATION FACTOR = 1.15
A. DRAFTED PLAN LAY -OUTS IDENTIFYING ALL TRUSSES. AND METAL GUSSET FT -ATE CONNECTIONS. ` POINT LOADS, WIND LOADS AND SNOW DRIFTS
B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES, GIVING UNIFORM LOADS (PARTIAL OR ' ALL POINT LOADS, PARTIAL UNIFORM LOADS, WIND LOADS OR COMBINATIONS THERETO SHALL BE
OTHERWISE) AND/OR POINT LOADS. DETERMINED BY THE TRUSS MANUFACTURER AND ACCOUNTED FOR IN THE DESIGN OF THE TRUSSES.
'THE TRUSS SYSTEM SHALL BE ENGINEERED TO ACCEPT ALL IMPOSED LOADS AS DICTATED ABOVE OR
C. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS, REACTIONS AT AS INDICATED BY THE COMMONWEALTH OF MASSACHUSETTS - STATE BUILDING CODE.
SUPPORTS AND STRESSES ON ALL MEMBERS INCLUDING PLATES. -
2 Ib� o„ Z�I
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IN KIPS IN0IC.A7Ey A TEhJStoN '
FaRcE INDtCATE,S A GoMIP2G55wiD j Fo2C,E.
t31D AL7ERNATE. �1
8c PARTNERS..'.
• INC
313 Congress Street
Boston. ILA 02210 817-951-0o80
■ Consultant
SOUZA, TRUE AND PARTNERS, INC.
STRUCTURAL ENGINEERS
653 Mt. AUBURN St., WATERTOWN, MA 02172 '
HYANNIS MEDICAL
OFFICE BUILDING
HYANM9 MASSACHUSETM
• ■ Project Number
■ Drawn SF GAG
■ Checked PV 5
■ Scale NOTED
■ Date JUKE 23 1�94
■ "Drawing Title