HomeMy WebLinkAbout0046 NORTH STREET (4) 14 s4--,
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
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Map YYO q Parcel..... tq ..Application #
Health Division Date Issued ��1� tt�
Conservation Division - lication Fee .��%�'H. Pp v
Planning, Dept,: ��' V Permit Fee
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Date Definitive Plan'Approved by Planning Board .._.,
Historic OKH Preservation / Hyannis
Project Street Address co
Village ,//A/ AKIN/.T
Owner yto A 10K F& SIr l C Address WW,-11Z /7
Telephone b 7 -2 S70 0
Permit Request 041r Cc
iv
Square feet: 1 st floor: existing proposed n oor.existing ----'proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation Construction Type 4 S j01_yJa,-L
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family .0 Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other 5 1A13
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing _new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other
Central Air: 14 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑ existing 0 new size—Pool: ❑existing ❑ new size Barn'
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Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — OthePZoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 4
Commercial VYes ❑ No If yes, site plan review #
Current Use Mt01 C.4-L C r °Proposed"Use MCQI .�- 10M Cc:----- - -
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
bC�tns+ot G��S�
Name _, � ��tiS Telephone Number
Address 54y wTA(U t)v tT"u ! License# o�-
Ar1e)if r'KA OZI-6` Home Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CAaGILA
SIGNATU C, DATE -7 //D
FOR OFFICIAL USE ONLY
A PLICATION#
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
j
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL . Y
PLUMBING: ROUGH FINAL -
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
Jefferson Group Architects, Inc.
Wayne J. Jacques, AIA
ISD AF 8
ARCHITECTURAL FINAL AFFIDAVIT
To the Inspectional Services Commissioner:
I certify that 1,and/or my authorized representative,have inspected the work associated with
Permit_No.20101912, for Condo Unit No. 6 to be occupied as a Cardiologist Office located at 46
North Street,Hyannis,l4A, on the dates noted below during construction, and that to the best of
my knowledge,information, and belief the work has been done in conformance with the permit
and plans approved by the Inspectional Services Department and with the provisions of the
Massachusetts State Building Code and all other pertinent laws and ordinances.
5D A; Wayne J. Jacques,AIA,
G�5 JoHN y'� Architect—Mass. Reg.No.6935
�C, �0
G
(d0.06@35 Jefferson Group Architects. Inc.
�
o BOST011t 700 School Street,Unit 2
o MA �Jy Pawtucket,RI 02860
9� r ofSSP° 401-721-2245
w�
Inspection s: -26-2 0, 9-21-10 and 10-19-10
Then personally appeared the above-named �� �. �J t������ and made
oath that the above statement by him is true.
Be
My Commission expires:
I
700 School Street
Pawtucket,RI 02860
(401)721-2245 Fax (401)721-2238
AFA-200925-Condo 6 Cardiologist.doc
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�tNETn.,� - Town. of Barnstable
G�
Building Department - 200 Main Street
8AMSrABIE. * Hyannis MA 02601
9�b 6 .�� (508)�862-4038
RFD MA'i a
Certif icate of Occ"upancyf
Application Number:' 201004650 CO Number: 20100160
Parcel ID: . 309195 CO Issue Date: ' 10/28/10
Location: 46 NORTH STREET - Zoning Classification: ' OFFICEIMULTI-FAMILY RESIDENTIA
Proposed Use: GENERAL OFFICE BUILDING
.Village: HYANNIS
Gen Contractor: OCEANSIDE CONSTRUCTION & OEV Permit.Type: CCOQ
CERTIFICATE OF OCCUPANCY COMM
Comments: `011 CARDIOLOGIST OFFICE -_a-:vt� —fir
/G
Building Department Signature Date Signed,
; r
TOWN OF BARNSTABLE - if N
�t� Bu��d]n�
°* Application Ref: 201004650
BARNSTASLE, Issue Date: 09/17/10
Permit
9 MASS,
�p 1639. ♦0 Applicant: OCEANSIDE CONSTRUCTION&DEV
rFp MAC A Permit Number: B 20101912
Proposed Use: GENERAL OFFICE BUILDING Expiration Date: 03/17/11
Location 46 NORTH STREET Zoning District OM Permit Type: COMMERCIAL ADDITION ALTERATION
Map Parcel 309195 Permit Fee$ 1,365.00 Contractor OCEANSIDE CONSTRUCTION&DEV
Village HYANNIS App Fee$ 100.00 License Num 48102
Est Construction Cost$ 150,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
BUILD OUT OF COMMERCIAL SPACE 4500 SQ FT THIS CARD MUST BE KEPT POSTED UNTIL FINAL
CARDIOLOGIST INSPECTION HAS BEEN MADE. WHERE A
T CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: SCHULMAN, RUBY 8T SHPINER, EDNA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL,
Address: 540 MAIN STREET',UNITIr INSPECTION HAS BEEN MADE.
HYANNIS, MA 02901'
Application Entered by: PR Building Permit Issued By:
THIS PERMIT CONVEYS'NO>RIGHT TOACCUPY ANY`STREET,ALLY OR SIDEWALK OR ANYTART THEREOF,,EITHER TEMPORARILY_ORrPERMANENTLY.
ENCROACHEMENTS ON.PUBLIC PROPERTY;NOT SPECIFIC ALLY'PERIMIITTED,UNDER THE BUILDING CODE,MUST""BE APP.RQVED BY THE JURISDICTION.
STREET ORALLY GRADES`AS WELL AS'DEPTH:AND LOCATION OF PUBLIC"SEWERS MAY BE OBTAINED,FROM THE DEPARTMENT OF PUBLIC"WORKS.
THE ISSUANCE'OF,THIS PERMIT DOES NOT RELEASETHE APPLICANT FROM THE"CONDITIONS OF,ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:
I.FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH).
5.INSULATION.
6.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION,
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
s
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BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
1 1 1
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10 — I l . I6 1 Heating Inspection Approvals Engineering Dept
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Fire Dept (p 2 Bo ealth
Lloidlo_ ��
Jefferson Group Architects, Inc.
Wayne J. Jacques, AIA
ISD AF 8
ARCHITECTURAL FINAL AFFIDAVIT
To the Inspectional Services Commissioner:
I certify that 1,and/or my authorized representative,have inspected the work associated with
Permit No. 20101911, for Condo Unit No. 1 to be occupied as a Women's Health Group located
at 46 North Street,Hyannis,MA,on the dates noted below during construction,and that to the
best of my knowledge,information,and belief the work has been done in conformance with the
permit and plans approved by the Inspectional Services Department and with the provisions of
the Massachusetts State Building Code and all other pertinent laws and ordinances.
Wayne J. Jacques,AIA,
cED icy Architect—Mass. Reg.No.6935
A
Gcn Jefferson Group Architects. Inc.
U�35 700 School Street,Unit 2
BOSTON o� Pawtucket,RI 02860
MA
Pc1� 401-721-2245
N OF an s5
Inspectio Date . 8 -2010 -21-10 and 10-19-10
Then personally appeared the above-named �j(JCI•Qi . � �s and made
oath that the above statement by him is true.
Be ore me,
;. . C*re o
ca My mmissio xpires:
a 20 �l
(V _ .
O ✓,
700 School Street
Pawtucket,RI 02860
(401)721-2245 Fax (401)721-2238
AFA-200925 -Condo 1 Womens Health 2.doc
Q Cf�MSTRUCTIt)!V :COIV:T„R®L. 40*1` AYI1"
Project: 46 North Street Condominium-Cardiologist Office c-Un t.67
L_
In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR,
7rh Edition, I, Wayne J. Jacques, Massachusetts Registered Architect/Engineer #6935 of
Jefferson Group Architects, Inc., hereby certify that I have prepared or directly
supervised the preparation of all design plans, computations and specification
concerning:
Entire Project Architectural X Structural
Mechanical Fire Protection Electrical
Other(please specify)
For the above named project and to the best of my knowledge, such plans,
computations and specifications meet the applicable provisions of the Massachusetts
Building Code 7rh Ed., all acceptable engineering practices and all applicable laws and
ordinances for the proposed use and occupancy. I further certify that I shall perform the
necessary professional services and be present on the construction site on a regular and
periodic basis to determine that the work is proceeding in accordance with the
documents approved of the building permit and shall be responsible for the following as
specified in Section 116.2.2:
1. Review, for conformance to the design concept, shop drawings, samples and
other submittals, which are submitted by the contractor in accordance with the
requirements of the construction documents.
2. Review and approval of the quality control procedures for all code-required
controlled materials
3. Be present at intervals appropriate to the stage of construction, to become
generally familiar with the progress and quality of the work and to determine, in
general, if the work is being performed in a manner consistent with the
construction documents.
Pursuant to Section 116.4, 1 shall submit periodically, a progress report together with
pertinent comments to the town of Hyannis Building commissions. Upon satisfactory
completion of the work, I shall submit a final report as the satisfactory completion ad
readiness of the occupancy.
A/?cy�
August 30, 2010
ORIGINAL SIGNAT' lr ND SEAL DATE
Jefferson Group Architects, Inc.
Wayne J.Jacques,AIA,NCARB
700 School Street-Unit#2
Pawtucket,RI 02860
T:401-721-2245 F:401-721-2238 Construction Control Affidavit-46 North Street-Cardio Office.doc
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-� NO.
� GENERAL NOTES: - �
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� I. THESE PRAWINC75 HAVE BEEN COMPILED FROM THE BEST AVAILABLE INFORMATION AND ARE NOT INTENDED TO 10. ALL INTERIOR WALLS SHALL BE TYPE I UNLESS NOTED OTHERWISE.
COFFEE STATION 8 LIMIT THE SCOPE OF THE WORK. THE CONTRACTOR MAY ENCOUNTER HIDDEN OR COVERED CONDITIONS, NOT ''®_.:-
L----------------J `�+ , r---- WATER COOLER INDICATED IN THESE DOCUMENTS, REQUIRING THE CONTRACTOR TO PROVIDE ADDITIONAL WORK FOR THE 11. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER ART WORK LOCATIONS AND PROVIDE FIRE
COMPLETION OF HIS OR HER CONTRACT. IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE 51TE TREATED IN-WALL BLOCKING AS REQUIRED. C-)
PRIOR TO BIDDING AND VERIFIED THE INFORMATION SUPPLIED HEREIN.
EXAM RM NO. 1 �� I. 12. PROVIDE 1/2" DEN5-SHIELD MOISTURE RESISTANT WALL BOARD SHEATHING AT ALL NET AREA WALL LOCATIONS.
�---- � WAITING �
(120 SF) , I I 2. THE GENERAL CONTRACTOR 15 REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS AND/OR DIMENSIONS PRIOR i- w
IVIIS`i• i _ "' 000 TO THE START OF CONSTRUCTION AND IDENTIFY ANY DISCREPANCIES TO THE ARCHITECTS AND DESIGNERS 13. ALL DIMENSIONS ARE TAKEN TO FACE OF FRAMING UNLESS OTHERWISE NOTED. o o a o
ZOR i I `A 14. PROVIDE PRESSURE TREATED WOOD AT ALL FRAMING LOCATIONS WHERE WOOD 15 IN CONTACT WITH CONCRETE.
777 - -, 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL STRUCTURAL, MECHANICAL # FIRE PROTECTION SYSTEMS
- - - J ` I PRIOR TO THE START OF CONSTRUCTION "' li o " 0 Z�,
__- 900.r . 15. ALL PLYWOOD 5HEATHIN6 AND CONGEALED IN-WALL BLOCKING SHALL BE FIRE TREATED o
ALL HINGE SIDE OF DOOR FRAMES SHALL BE LOCATED 6 FROM INSIDE FACE OF WALL FRAMING UNLESS NOTED bi
I6 OMIT GYPSUM BOA 5HE ING ON THE CHASE IDE OF ALL NEWLY CONSTRUCTED WALLS o }
WALL BOARD ATH E S
OTHERWISE. w o
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-- ------ --=--- -- lY J
11. G.G. SHALL COORDINATE ALL FLOORS PITCH TO DRAINS
I 5. ALL WORK SHALL CONFORM TO ALL GOVERNING CODES AND ORDINANCES UNDER WHICH THEY ARE PERFORMED. �* z
po �� .moo �pO
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+, I EXAM RM NO. 2 I I I I I MEN \ 6. THE GENERAL CONTRACTOR SHALL LAY OUT ALL WORK AND BE RESPONSIBLE TO VERIFY ALL DIMENSIONS d I8. ALL PENETRATIONS THROUGH RATED WALL ASSEMBLIES SHALL BE TREATED WITH AN APPROVED FIRESTOP o E 0 LL o o c
- - --- MATERIAL TO MEET THE SPECIFIED WALL CONSTRUCTION. o 15 - W a LU
I (84 SF) ----J i '- i I 11 L__000 2 b DETAILS PRIDR TO STARTING CONSTRUCTION. U N
L---------
7. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS, EXCEPT WHERE NOTED
11 19. COORDINATE WITH TENANT ANY REQUIREMENTS FOR AND LOCATION OF ADDITIONAL SOUND INSULATION.
. �'� l: 20. COORDINATE WITH TENANT LOCATION OF ADDITIONAL MILLWORK NOT SHOWN IN PLAN, AS WELL AS PROPOSED
_ .8 IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY A5 COORDINATOR TO CHECK ALL DIMENSIONS AND
--- LOCATIONS OF EXISTING TO BE REUSED - PROVIDE F.T. IN WALL BLOCKING A5 REQUIRED.
" DETAILS ON SHOP DRAWINGS BEFORE 5UBM155ION TO THE ARCHITECT.
21. COORDINATE IT TENANT
COOR. NO 5 _' RECEPT'N q. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER THE LOCATIOIN5 OF ANY INTERIOR AND GOORD TE W H POWER AND DATA REQUIREMENTS FOR ALL AREAS.
I ►� :I EXTERIOR MUSIC AND/OR PAGING SYSTEM,CONTROL PANELS, SPEAKERS,ASSOCIATED EQUIPMENT,ETC. AND
000 m 000 SHALL COORDINATE THE INSTALLATION ACCORDINGLY WITH THE ELECTRICAL CONTRACTOR.
----------- - - EXAM RM NO. 3 I
777-77,
d- L----------------J
= - --1 WOMEN
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N I %4" I I I I I-Oy i NOTE:
15'-2
y
-= ------===------ ALL WALLS NOT EXTENDING TO THE UNDERSIDE OF DECK SHALL
BE BRACED WITH EITHER DIAGONAL BRACING TO THE STRUCTURE
EXAM RM NO 4 `A j COOR. NO 1 I HALL ABOVE OR HORIZONTAL BRACING AT 4'-0" O.C. SET AT A 45° r Z
' -J �' I OFFICE NO. 3 \ CONTINUE WALL CONSTRUCTION
_ 000 n n ANGLE TO THE DIRECTION OF THE WALL5 AND MECHANICALLY a
IersF) -�� , a TO UNDERSIDE OF DECK -
- _ - (91 SF) 6 FASTENED AT THE INTERSECTION OF EACH TOP PLATE. Z
PROVIDE 4Ib. MINERAL WOOL p LU
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4'-51/4" 000 GATT INSULATION INTO to
-� - PPLY VD" MIN. >
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- �i I i ' AT 3M FIREDAM SPRAY
CL0• I R I RAL WOOL
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L----------------J 000
-------- ------iIf o EXAM RM N0. 11 -3 L
EXAM RM NO. 5 I
(82 SF) i ,I: , - - (88 SF)
I -
----� "r I 416 SF
ECO ( COMMON 6" FIBERGLA55 BATT V INSULATION
I k ROOM �I. U-
x k I AREA f-
I -
_ x EXAM RM NO. 6 i �,A� �� (11'x13'-14s SF) I w p w
I ; , �I WAITING RM. �
I (82 SF) I I,I m��l i I6 O.C.
, L----------------J. i �I�-, ,:, (81SF 6" METAL FRAMING,20 H
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I FIRE CODE GYP. BD. GA.,ATz
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EA. SIDE _..
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METAL 20 FRAMING 5/8 6YP. BD. EA. SIDE O Q
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GA., AT I b" O.G. z 0 � =
HAL
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LED COATED (, � L LU
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SAFE WORK I 11 11
L- J SECURE TRACK TO FLOOR Q
5 SECURE TRACK TO FLOOR o
COUNTER - WITH "HILTI" FASTENERS® " a U
13
EXAM RM N0. 10 I ( 000 32" O.G. MAX. WITH HILTI FASTENERS
< . ' ------ k i I I ALIGN WALL
32 O.G. MAX.
r-------- --� k n I I
EXAM RM NO. 7 i '. -----_(80 SF)-__---J FRAMING TO bxb L : SET DRYWALL ON BEAD SET DRYWALL ON BEAD
COLUMN,TYPICAL I OF ACOUSTICAL CAULK OF A0OU5TICAL CAULK
& BOTH SIDES - TYPICAL
I (82 SF) i I I BOTH SIDES - TYPICAL
STRESS /TYPICAL INTERIOR WALL U.N.O.
1 HOUR RATED U.L. DESIGN U419
----,
--- CO m �, ROOM SIM.TO WALL TYPE
j I: - LI SIM.TO WALL TYPE"2"
- O 7 EXCEPT PROVIDE 3 1/2" INSULATION 2•1 EXCEPT OMIT INSULATION
EXAM RM N0. 8 ' ' - - - z (13x22 7 -296 SF) �'I
I I I I o l� SIM. TO WALL TYPE"1" U)
I l o r� -R Ls' I� PROVIDE 6" FRAMING IN LIEU OF 3 5/8" w
I (82 SF) I I O SIM.TO WALL TYPE"1.1"
`L________________J n O _.� l PROVIDE 6"FRAMING WITH 5 1/2" INSULATION z �-
k CHANGING RM. v
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" 2
10-b t HALL t WALL TYPE SCHEDULE o
apt II 11 r j A�•V " 1 II � U)
SCALE: 1 112 =1- -0 NJ
000A V�
----------------, I , =n OFFICE NO. 2 �;c,� I - O
n- ; EXAM RM NO. 9 ; l �' 89 SF (D z
(82 SF) ( ) ( 0 J
I I L I w O
LU
�-- 777
-=-=� o ' - -
-- KITCHEN ( INTERIOR NON-STRUCTURAL COMPOSITE WALL HEIGHT TABLE (STEEL STUD MANUFACTURERS ASSOCIATION) Uj
'- z
x I CL. ( COMPOSITE WALL SHEATHED BOTH SIDES WITH 5/8" GYPSUM WALL BOARD - SHEATHING ATTACHED WITHI6 w V
5GREW5 AT 12" O.G. MAX C/)
a I 11 I 0+ yam• I
v
L� L----
GOLD
BATH/ L x x x ROLLED
„t CL.
000 LATERAL
R(YOM BRACECOpR. NO 3 I6GA.. . 8 .000 IS MIL 33 MIL 43 MIL 54 MIL CLIP ANGLE
cn h ;
I .0188" .0346r .0451" .0566 (LENGTH =
OFFICE NO. 1 .I^' 12 O.G. TO 13-3 (L/240) 12 O.G. TO 15-6 (L/240) I2 O.G. TO I6-10" (L/240) 12 O.G. TO 17,-q (L/24o) STUD DEPTH 0
I 3'-w2" I6"0•C. TO 12'-5" (L/240) 16"O.C. TO 14'-3" (L/240) I6"O.C. TO 15'-5" (L/240) I6"O.C. TO I6'-3" (L/240)
(112 SF)
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]EFFERSON GROUP ARCHITECTS INC.
700 School Street Unit 2
AREA OF SLAB GUTS CO N F )
Pawtucket, RI 02860
s SHOWN SHADED (142 SF) ) 1 Phone:(401) 721-2245 Fax:(401)721-2238
JOB NUMBER: 200925
DR.OFFICE O I• 25 GA. 20 GA. IS GA. Ib GA.
(317 SF) �+ I' IS MIL 33 MIL 43 MIL 54 MIL DRAWN BY: STM/CFM
0188" 0346" .0451" .05661,
0 I CHECKED BY: STM
12"O.C. TO IS'-l" (L/240) 12"O.G. TO 23'-5" (L/240) 12"O.C. TO 26-b" (L/240) 12"O.C. TO 28'-3" (L/240)
I' " " " " " I_ " " I
' I I6 O.G. TO Ib-2 (L/240) Ib O.G. TO 21 4 (L/240) Ib O.G. TO 24 6 (L/240) I6 0•G. TO 2b I (L/240) DATE ISSUED: 8-30-10
ENTRY
' af<
SCALE: Noted
,. 00 � NOTE:
ALL WALLS NOT EXTENDING TO THE UNDERSIDE OF DECK SHALL BE BRACED WITH EITHER DIAGONAL BRACING TO THE STRUCTURE ABOVE OR HORIZONTAL BRACING AT SHEET NUMBER:
ITT- 77 4'-0" O.G. SET AT A 45° ANGLE TO THE DIRECTION OF THE WALL5 AND MECHANICALLY FASTENED AT THE INTERSECTION OF EACH TOP PLATE.
CARDIOLOGIST OFFICE FLOOR PLAN ! 3
NON-STRUCTURAL COMPOSITE WALL TYPE TABLE
Ass 3/16"= 1'-0 ass SCALE; 3"=1'-0
IL------------------------
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