BP-61393SECTION 12 - ESTIMATED CONSTRUCTION COST
Item Estimated Cast ($) to be completed by permit applicant
1. Building �2_ G `% • oo
2. Electrical 7 od o
3. Plumbing O -
4. Mechanical (HVAC) / 0 2._ 44 a 0, o'�
5. Off -Street Parking (p j
6. Total = (1 + 2 + 3 + 4 + 5) Estimated Total Cost Including Labor. $
(Please Print)
I, , as Owner of the subject property hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
SECTION 13B - OWNER/AUTHORIZED AGENT DECLARATION
as Owner/Authorized Agent hereby declare that the statements and information
on the foregoing application are true and accurate, to the best of my knowledge and belief.
Signed under a pains a d pe Ities of perjury.
Signature of Owner/Alithorized Agent Date
jj -,SECTION 14 - INSPECTOR'S REVIEW/COMMENTS
/ 1. Date Plan Review: 2 A" /0
2. 30 Days to Review Period Expires:
3. OK to Issue Date: // /// A)
Aga
4. Per I9 CMR 111.1 Rejection Letter Sent:
5. HOLD -Reason: Dater
6. HOLD - Subject to Zoning Board of Appeals Action:
7. Comments:
8. Inspector's Signature: Date: L),/ /v
SE TION 1 - APPLICANT NOTIFICATION
DZ —
Applicant informed of above: Date: i e: Clerk:
Comments:
47 "1 1SECTION 16 - OFFICE/INSPECTOR S'NOTES
f Less Application Fee: $25.00 Remaining Balance: $
Total Permit Fee- $
Other $ Amount $
TOTAL FEE: ) Gross Area - New Construction total sq. ft.
Gross Area - Alteration total sq. ft. __5 Df92
Permit Issued to: v 1
COMMERCIAL
7!-d•VV if l'1' L11.H 11Vlr rmc 1� 111,:- UDABLE & N:I'.EICXV.N'IK1UABLE
Page 4
Page 1 Revised 9/09
SECTION 3 z"CONSTRUCTION SERVICES
3.1 Licensed Construction Supervisor: J P" e.. S o- 1`3 a v„ h ;
Not Applicable ❑
Licensed Construction Supervisor: J c� .••, �S l� r n ;
License Number: e-. S ? 3 L4 7
Address: jp� jc,,. a� �v� +ti�ST y'+enc/o ►►-�1j��
Expiration Date:
q/
20 1
Signature: Telephone: 5,oc,-/G/
SECTION 4 - WORKER'S COMPENSATION: INSURANCE AFFIDAVIT
(MGL c 152 § 25)
Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this
affidavit will result in the denial of the issuance of the building permit (MGL 152 Section 25A).
Signed Affidavit Attached`. Ayes ❑ No
SECTION 5 'DESCRIPTION OF PROPOSED -WORK ;(Check all applicable)
❑ New Construction ❑ Addition ❑ Repairs o Accessory Building (Shed/Garage/Other)
❑ Other (Specify Sec. 6) ❑ Demolition ❑ Sign ❑ Replacement window/door
No. of Windows Doors
❑ Fire Protection -
SECTION 6,- PROPOSED PROJECT USE -INCLUDING THREE FAMILY OR MORE AND EXEMPT USES
The following descriptions are based on the Massachusetts State Building 7th Edition, Code Article 3, as noted. See the Code.
❑ Assemb'y - restaurant, lounge, theater, school, etc. (see Code Section 303.0)
Describe:
❑ Business - office, assembly with less then 50 occupants - indicate Medical or other professional (see Code Section 304.00)
❑ Education - struction for training including child day care for those over 2 year 9 months (see Code Section 305.0)
XFactory/Industrial (see Code Section 306.0) != Z
❑ High Hazard (see Code Section 307.0)
❑ Institutional - hospital, nursing home, infant day care (see Code Section 308.0)
q Mercantile - retail stores (see Code Section 309.0)
[7 Residential - three or more family, hotel (see Code Section 310.0)
❑ Storage - including garage (see Code 311.0)
❑ Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 312.0)
❑ New Tenant - for any of the above, please indicate (see Code Section 110.0)
❑ Tent or Trailer - temporary
. Purpose?
❑ Other:
Describe the proposal, INCLUDE number of dwelling units and bedrooms or occupant load as applicable, also existing
condition (if extra space is needed, attach an additional sheet):
I k S // P-1 cfw to—.— /C...1 Aod .1 IDe r S P C S c, &+zbf-
SECTION 7 - TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED -.
❑ New construction and/or Additional (total gross cubic feet proposed) - indicate
If the project is an addition to existing structure - total gross square feet of existing:
kAlteratiorl of existing, no increase in gross square feet. A separate Refuse Disposal Declaration is required.
Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu. ft.) XYes ❑ No
If Yes, see Code Section 116.0 Designer to submit Code Synopsis in additional to original plans and if existing building Section 3402.1.1
Will this project require Peer Review (over 400,000 cu ft) ❑ Yes X No (see 110.11.1 Code)
APPLICANT TO PROVIDE PEER REVIEW AT THEIR EXPENSE. SEE 780 CMR.
❑ Demolition* - describe structure:
❑ Trench Permit Required? ❑ Yes ❑ No See Trench Requirements G.L.C. 82A and 520 CMR 7.00 et seq.
❑ Moving* - (provide copy of DPW moving license)
*Type of structure: from where (map/lot or address):
to where (mapAot or address): number of dwelling units:
number of bedrooms per dwelling unit:
❑ Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlarged)
EGRESS dimensions must be maintained.
❑ Temporary structure and uses - includes, when allowed, new tenants, trailers, tents and the like and only for limited perilods of time.
Describe:
SECTION 8 -'MECHANICAL & PRIMARY FUEL
❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
KHVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
❑ Air conditioning - (separate unit) Roof Top Unit (RTU) New ❑ Replacement ❑
❑ None of the above to Vvided Mechanical Ventilation ❑
❑ Hot Water: Gas Electric Fuel Oil Other
SECTION 9 SPRINKLERS AND/OR FIRE' PROTECTION 3 COPIES OF, PLANS AND NARRATIV - REQUIRED
WIA,. $ c,.�d. ✓Ic>r d-<. f. rz ry ViQtt'd y_
Required: ` 'plans provided _ i plans not provided, why? 1`)-.r -r "*v tti P"-e i.0 L. t ,
❑ Not required, not to be installed, why? Narrative Submitted? fi' Yes ❑ No
SECTION 10 - REQUIRED OFF-STREET PARKING (for Zoning and Architectural Access)
Ixarking plan submitted to: Building Dept. --X- Planning Board Date submitted
Number of spaces indoors outside I o 6 Total provided 1 o 6
Handicap spaces - required Yes --)(— No if Yes, how many as a part of the total required number -Z—_
Is Route 6 (State Road) entrance permit required? Yes No if Yes, has it been issued? Yes No
Submit copy of application and/or permit as soon as available.
SECTION 11 IDENTIFICATION
11.1 ArchitectlEngineer - for overall design
Company Name: _ C- I I h T O n n S; ti >9 s S o C-t � 4 eS
Address: _�o o ► G -Y
Phone #: 7 7 q 2-3 3— ®I 7 G
Certified by State of Massachusetts as: L I-, i i c C- 7-
Certification Number: S' -),- S-`j
Note: Signatures and seals on all plans. affidavits & other documents SHALL BE originals and not reproductions.
11.2 Architect/Engineer - project supervision and reports
Company Name: C 1 .-, i o 0
Address: S ct ^1 e
Phone#: -77 Y, - 2-33 1 74
Certified by State of Massachusetts as: 14 r C- 1, , T e C
Certification Number: S I- $- 'r,
Note: Signatures and seals on all plans, affidavits & other documents SHALL BE originals and not reproductions.
11.3 General Contractor t�
Company Name: IJ ey- t ✓t L
Address: Io G C-vrc -x ✓2 wes T- p-c,
Phone #: £s -
Construction Supervisors License Number: C-S 73 1477
Note: Signatures and seals on all plans, affidavits & other documents SHALL BE originals and not reproductions.
Hage 2 Page 3
Floor Plan
1 /16" = 1'-0"
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THESE DRAWINGS PERTAIN TO THE STRUCTURAL DESIGN .ASSOCIATED WITH THE CLEANROOM. ARCHITECTURAL, MECHANICAL AND
ELECTRICAL LAYOUT IS BY OTHERS. ALL DIMENSIONS SHOWN ARE IN INCHES UNO. FOUNDATION DESIGN/ANALYSIS IS BY OTHERS.
LOCATIONS OF STRUCTURE IN BUILDING IS BY OTHERS. CLEARANCE REQUIREMENTS FOR SEISMIC DRIFT FROM BUILDING ELEMENTS
IS BY OTHERS. ATTACHMENT OF MECHANICAL, ELECTRIC1AL AND FIRE SPRINKLER SYSTEMS IS BY OTHERS.
DESIGN CRITERIA: DESIGN IS BASED ON THE STRENGTH /AND DEFLECTION CRITERIA OF THE IBC 2009 USING THE FOLLOWING CRITERIA:
• DEAD LOAD: 8 PSF FOR PLENUM TOP AND BOTTOM WITH INSTALLED COMPONENTS. MAX FFU WEIGHT NTE 80 LBS, MAX LIGHT
TROFFER WEIGHT NTE 40 LBS.
• LIVE LOAD: NONE. NON -WALKABLE CEILING.
• SEISMIC: Sds=0.245, SITE CLASS D, IMPORTANCE 11.0, R=3.0 OMF, OMEGA=3.0, Cd=3.0.
TEMPORARY CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE STRUCTURES AND WALLS DURING CONSTRUCTION.
THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN (DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.
METALS
ALL STRUCTURAL AND MISCELLANEOUS STEEL: ASTM A36 (FY=36,000 PSI) UNLESS NOTED OTHERWISE
HSS TUBING: A472 GR 46.
PLATE STEEL: A529 GR 50.
LIGHT GAGE T.S. ELEMENTS: ASTM A570 GR 33.
ALL BOLTS: ASTM A325 UNLESS NOTED OTHERWISE.
WELDING: PER AWS STANDARDS. E70XX ELECTRODE ANID BY AWS QUALIFIED WELDERS.
STEEL COATING TO BE SPECIFIED BY OTHERS.
DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCQRDANCE WITH THE "RISC SPECIFICATION FOR THE DESIGN, FABRICATION
AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS
WELDING IN BUILDING CONSTRUCTION AND SHALL BE 1/T MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS
CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE
ARCHITECT/ENGINEER PRIOR TO FABRICATION.
MECHANICAL:
THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER,
MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTUIRE.
INSPECTION:
SPECIAL INSPECTIONS: IN ACCORDANCE WITH THE APPROPRIATE SECTION IN THE INTERNATIONAL BUILDING CODE OR THE UNIFORM
BUILDING CODE AND APPLICABLE SECTIONS OF THE PRNECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY
AN INDEPENDENT TESTING LABORATORY EMPLOYED BY r-IE OWNER FOR THE FOLLOWING AREAS OF WORK:
A. WELDING (PERIODIC AND AS REQ'D BY BUILDING OFFICIAL)
B. CONCRETE ANCHORS WHEN SPECIFICALLY NOTED.
C. HIGH STRENGTH BOLTING.
NOTES:
- INTERIOR HEIGHT OF ASSEMBLY AREAIS 106.50".
- INTERIOR HEIGHT OF MOLDING AREA IS 156.00".
- ALL DIMENSIONS ARE TO EDGE, OR MODULE JOINT, UNO.
- SEE S2 FOR DETAILS
- SEE 16 S2 FOR TRUSS DETAILS
- SEE 1 S2 FOR TYPICAL CEILING GRID MODULE
- SEE 6, AND 7/S2 FOR TYPICAL WALL PANELS
- NON STRUCTURAL DEMISING AND SHAFT WALLS NOT' SHOWN FOR CLARITY.
— ALL CUTS AND KEYNOTES TYPICAL
a
Q3 KEYNOTES:
1. TYPICAL GRID MODULE. (TOP AND BOTT OF PLENUM', SEE 1 /S2 FOR ADDITIONAL INFORMATION.
2. EXISTING INTERIOR BLDG COLUMN. ADJUST MODULE SIZE AND STICK FRAME AS REQ'D TO FRAME AROUND.
3. (E) SLAB ON GRADE 5" MIN. THICKNESS.
4. SINGLE, DOUBLE MAN DOOR. HEADER WITH TS4XVkO95. SEE 7/S2 FOR
ADDITIONAL INFORMATION.
5. 6" HIGH GRID MODULES. LOCATE ON ADJACENT SIDE`S OF STICK FRAMING OPENINGS.
SEE 1/S2 SIM.
6. TYPICAL WALL PANEL PER 6, AND 7/S2.
7. TS2x2x1/4 AT TRUSS ENDS. TYPICAL.
El GEND
TRUSS ASSY - TRUSS ASSEMBLY. SEE
DETAIL 16/S2 FOR TRUSS.
® TRUSS BRACE PER DETAIL 20/S2.
ELEV VIEW SEE 2/S2.
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REVISIONS:
THESE DRAWINGS ARE THE
PROPERTY OF ALLSTRUCTURE
ENGINEERING LLC AND ARE NOT
TO BE USED OR REPRODUCED IN
ANY MANNER EXCEPT WITH THE
PROPER WRITTEN PERMISSION OF
ALLSTRUCTURE ENGINEERING LLC.
DATE. 9/19/10
SHEET SIZE: ANSI D (22"X3e)
DRAWN BY. TPS
CHK'D BY: TPS
SHEET:
S 1
NOTES & PLAN
PROJECT No:
10325,00
NOTES:
— SEE DETAIL 2/S2
FOR MEMBER SECTIONS.
— ATTACH MODULES
TOGETHER WITH 5/16" DIAM.
BOLTS ® 24" OC. TYP. UNO.
TYP
jTYP(L6Xl.25XO.125
L4X1.25XO.125 TYP
2,-C"AROUND PERIMETER
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X"0 HILT] KWIK BOLT TZ W/
2" MIN. EMBED OR
ENGINEER APPROVED
EQUIVALENT. AT EA. END OF
PANELS. SPECIAL INSPECTION
REQUIRED.
CONC SLAB (E). 5"MIN.
THICKNESS FIELD VERIFY.
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NUTS EQ. SPACED.
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AT DOOR JAMBS
MODULES AT DBL MAN DOOR
1/4"a1'-0"
PERIMETER
GRID AT SIM
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PERIMETER GRID.
ATTACH TO TS WITH 9(6"
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® 24.5" OC TYPICAL --I
106.50" ® ASSEMBLY 1"
156.00" 0 MOLDING
WALL PANEL TS.::�
INTERMEDIATE
TUBE AT 36"
TRUSS
COLUMN 9i6" 0 A325 BARREL NUTS. (4)
PER PLAN TOTAL EQUALLY SPACED.
TRUSS TO POST
PLENUM CONDITION
PERIMETER
GRID AT SIM
SEE 6/S2 FOR
CONNECTIONS
TS2X2X0.083
TYPICAL
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NUTS EQ. SPACED.
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EA. END
TS 2M'"xlVx0.12xRE0'D SPLICE
TUBE. SHIM BETWEEN BOTTOM
OF SPLICE TUBE AND TRUSS
WITH J%" FLAT BARS.
NOTE:
SEE ELEVATIONS FOR
BRACING LOCATIONS.
20 TRUSS BRACING
S2 f 1"=1'-0"
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SS.
4IGH GRID
_OW GRID
PERIMETER GRID ATTACHED TO
TRUSS W/ 5/16"0 A325
BARREL NUTS 0 24.5" O.C.
TYPICAL.
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REVISIONS:
THESE DRAWINGS ARE THE
PROPERTY OF ALLSTRUCTURE
ENGINEERING LLC AND ARE NOT
TO BE USED OR REPRODUCED IN
ANY MANNER EXCEPT WITH THE
PROPER WRITTEN PERMISSION OF
ALLSTRUCTURE ENGINEERING LLC.
DATE: 9119110
SHEET SIZE. • ANSI D (22"X34")
DRAWN BY. TPS
CHK'D BY: TPS
SHEET:
S2
DETAILS
PROJECT No:
10325900