134 BOSTON STREET - BUILDING JACKET l3 /� �ds�h Sf�
• •! QTY OF SALEM, MASSAC USEM
ELECTpicAL DEPARTMENT
44 I.APAYETm STREET
TELKMERLEY DRISODU FAX(978 745-6300
FAX(978) 745-4638
MAYOR
MARK ROCHON
WIRE INSPECTOR
To: Daniel Place February 26, 2009
22 Tremont St.
Salem,Ma.01970
Subject: 134 Boston St. Unit 113
Reid Electrical Services Lic.#14170A
Property Inspection Letter Dated January 13 2009
Dear Mr. Daniel Place,
The attached property inspection letter was received by this office January 15, 2009 has been
addressed as follows. The electrical permit 4927 was'Eled in this office April 28,2005 to finish
electrical work in unit 1B by R John's Electric. The first permit#47 was filed July 20,2004 by
electrician Chris Chario who was terminated by Ed Doherty April 27, 2005. This job was a
combination of old work/new work and many repairs.
The baseboard electric heat installed in April of 2005 in the bedroom,livening room,and kitchen's
installation instructions are no longer available for review,NFPA 70: 2005 NEC Article 424.9 FPN
that is not an enforceable requirement of this code as'described in Article 90.5(c). R John's Electric
was notified of the letter and offered Mr. Place to replace some of the baseboard heat and relocate a
receptacle outlet. The work was agreed upon by Mr. Place and completed by February 25,2009.
The kitchen's walk in closet which is now being referred to as a hall closet has a added clothes
hanging rod installed after inspection and is requested by this office to be removed or a enclosed lamp
type of luminaire shall be installed in accordance with NFPA 70: 2005 NEC Article 410.8.
The bathroom light switch and the combination fan%light located outside the tub area are not required
to be GFCI protected in the NFPA 70: NEC 2005 or any known manufacture's instructions.
The one wall receptacle outlet mounted at 18" above the floor in the kitchen near the sink is not a
requirement of NFPA 70: 2005 NEC Article 210.8(C)to be GFCI protected. All the kitchen counter
receptacle outlets are GFCI protected as required.
The two 3 way light switches as referred to as 28"away from each other are not a violation of the
NFPA 70: 2005 NEC and would be considered to be'more of a convenience.
Pg.1 of 2
The numerous hanging nm cables referred to as romex where stapled during inspection and then
removed when the joists where "sistered"by additional pieces of wood and never where stapled or
secured and shall be secured in accordance with NFPA 70: 2005 NEC and 527 CMR 12.00 2005
MASSACHUSETTS ELECTRICAL CODE ARTICLE 334.30.
The penetrations in the basement must have been sealed when the joists where"sistered"and shall be
inspected by the building inspector.
The building exterior grade level receptacle is existing and is located right of the front door in the
driveway.
The basement closets are storage areas and are not being used as cloths closets. The Lighting outlets
are required in accordance with NFPA 70. 2005 NEC Article 210.70 (A)(3)with no open lamp
restrictions.
The smoke detectors look like they where changed,the one in the bedroom has turned yellow from
age and the one in the kitchen is bright white. This office recommends both detectors should be
changed and inspected by Lire prevention.
Please take the necessary steps to repair these items. This work shall be done by a licensed electrician
with a permit from this office and a completed final inspection.
If you have any questions,please contact me in my office.
Sincerely,
Mark Rochon
Wire Inspector
cc:
Building Department
R. John's Electric
FRANK REID
MASTER ELECTRICIAN
3 MORNINGSIDE CIRCLE
WOBURN, MA 01801
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610. Ms. Keri Strauch DATE: January 13, 2009 cn
134 Boston Street, Unit 1B
Salem, MA 01970 xr
978-995-7179Cn
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**' PROPERTY INSPECTION ***
134 Boston Street, Unit 113
Salem, MA 01970
�ieuuuin
Per your request, I inspected your property at 134 Boston Street, Unit 113,
Salem, Massachusetts, to inspect your Electrical Infrastructure.
Per our conversation, your property vvas upgraded to a Condominium Unit
in 2005. Accordingly the 2005 National Electrical Code would have been in place
and required for wiring methods and codes.,
The following is a list of violations of the 2005 NEC Wiring Practices at
your property. These violations should be corrected for the following reasons:
1. Risk of Fire
2. Your personal safety
3. Future loss of resale property value
Bedroom: Receptacle located over electric baseboard heat in two locations.
Hall Closet: Exposed incandescent bulb.
Living room: Receptacle located over electric baseboard heat.
Entrance door missing three way switch.
Bathroom: Combination exhaust fan/light located outside tub area is not GFCI
protected.
Light switch and light outside tub area not GFCI protected.
1
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Kitchen: Receptacle located over electric baseboard heat.
Two receptacles in kitchen within 6' of sink are not GFCI protected.
Two 3-way light switches are approximately 28" away from each
other. Not necessarily a violation, but not commonly installed like
that.
Basement: Numerous romex cables hanging from the basement ceiling, not
stapled or supported.
Penetration from basement to first floor are filled with foam
insulation, should have been done with "Firestop".
Building Exterior. No Grade level receptacle
Basement Closet: Exposed incandescent bulb
Smoke Detectors:
Two different manufacturers of smoke detectors tied together
(should be of the same manufacturer)
After inspecting the property, several factors may have contributed to
these Code violations.
1 . The property may have never been inspected after the electrical work
was completed.
2. No permit was processed to do the Electrical work
3. Some work was done in addition to what was stated on the permit.
If you have any further questions, or need an estimate to correct these
Violations, please contact me.
Sincerel i.
r
Reid Electrical Service
Master Lic. #14170A
2
0134 BOSTON STREET 1027-2004
GIs#: .811^ J COMMONWEALTH OF MASSACHUSETTS'
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FInck —� CITY OF SALEM
Lot 101612ol
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Category -- ;REPAIR/REPLACE I k' a
Permit# 11027-2004 �n BUILDING PERMIT
Project#� IJS 2005-1036
ESL Cost — ($80,000.00 i
,Fee Charged: i$485 00 ' k
�Balance Due: $00 1 PERMISSION IS FIERERY GRANTED TO:
Const Class: ' ' ;Contractor: i License:
(Use Gioup: ,�', , tr' •� �'r EDWARDDOHERTY CONSTRUCTIOSUPERVISOR-083888
Lot Size(sq t't) 3142
"Lon n€ "* iB2 1 0wlier: RINGDAVID
Units Gained:'r —' �Applicants EDWARD DOH RTY "
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ISSUED ON: 01-Jun-2604 • AMFNDFD OiV. EXPIRES ON: 01-Dec-2004
TO PERFORM`TffE FOLLOWING WORK.
1027-2004 UPGRADE INTERIOR"i`"CHANGE OF CONTRACTOR TO EDWARD DOHERTY AS OF 4/12/2005 TJ.S
' POST THIS'CARb SO IT IS VISIBLE FROM THE STREET
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THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON CATION OF ANY OF ITS
RULES AND REGULATIONS.
Signature:
Fee Type: Receipt No: Date Paid: Check No: - Amount:
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Certificate No: 1027-2004 Building Permit No.: 1027-2004
Commonwealth of Massachusetts
City of Salem
Building Electrical Mechanical Permits
This is to Certify that the CONDOMINIUM located at
--------------------- - -- -- -- -- - -------
Dwelling Type
0134 BOSTON STREETin the CITY OF SALEM
Address Town/City Name
IS HEREBY GRANTED A PERMANENT CERTIFICATE OF
OCCUPANCY
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This permit is granted in conformity with the Statutes and ordinances relating thereto,and
expires unless sooner suspended or revoked.
Expiration Date
----------------- __
Issued On: Mon Jun 19,2006 -------- --- --- -
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Certificate No: 1027-2004 Building Permit No.: 1027-2004
Commonwei•!th of`Massachusetts
City of Salem
Building Electrical Mechanical Permits
This is to Certify that the CONDOMINIUM located at
Dwelling Type
0134 BOSTON STREET in the CITY OF SALEM
--------------------------------------- ------ -- - -- --- --------------- ----------------------------------------------------
Address Town/City Name
IS HEREBY GRANTED A PERMANENT CERTIFICATE OF
OCCUPANCY
UNIT#3
This permit is granted in conformity with the Statutes and ordinances relating thereto,and
expires unless sooner suspended or revoked.
Expiration Date
--------------------- -- --------- --- - ----- _- -----------------------
Issued On:Mon Jun 19,2006 ------------- --
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' APPLICATION FOR THE REPAIR RENOVATION. CONSTRUCTION,
DEMOLITION. OR CFIANGE OF USE OR OCCUPANCY. FOR ANY EXISTING
STRUCTURE OR BUILDING
. 1.0 SITE INFORMATION �
Locatlon Name: � ., eJ Building: �Ar^ �
Property Address:
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Property is located in a; Conservation Area Y/N_r� Historic DisWct Y/N �_
2.0 OWNERSHIP INFORMATION
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Name:
Address: � 7 � �I v� ��„/V,�f� (+� D ��23
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Telephone: ��{ � (, Q
3.0 COMPLETE THIS SECTION FOR WORK IN EXIaT�N� BUILDINGS ONLY
Addition Existing
Renovation � Number of Stories Renovated
Changein Use New
Oemolition Existing
Approximate year of Area per floor (s� Renovated
construction or renovation
of existing building New
E�riPf Description of Proposed Work: `
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Will the Building Conform to Law? _�
ArchitecYs Name
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Construction Supervisors License# � HIC RegisUation#
Estimated Cost of Project$ _Zon� Pertnit Fea Caiculation
Permit Fee$ Estimated Cost X$7/$1000 Residential
Estimated Cost X$11/$1000 Commercial
M Additional $5.00 is added as an
AdminisUative charge.
Make sure that all fields are properly and legibly written to avoid delays in processing.
The undersigned does hereby apply for a Building Permk to b il e e
specifications. Signed under penalty of perjury /�
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H3 (:3) � 3/a x tt 1/4 LVL's 2. REPAIR ALL DAMAGED BRICK SUPPORTS AND NOTE: STRUCTURAL DRAWING No. Date '� Description
FOUNDATION PLAN BRICKWORK SUPPORTiNG STRUCTURAL FIRST FLOOR PLAy PLANS, sECTs. & DETAILS ARE I � ;
r,.r.s. Revisions
, Ha (3) 2xs's � MEMBERS. IXTENT OF REPAIR TO BE FlELD �
' REQ D AT ALL COMUMNS �E ��4-a�•-0- DETERMINED DURING CONSTRUCTION. sCA�E t/4'=t'-o� LIMITED TO THE FIRST FLOOR ,
HS (2) 2x10's
3. SISTER NEW 2X6 TO ALL (E) 3x4 do�srs. FRAMING SUPPORT SYSTEM
' 4. BW6=BEARING WALL BELOW ONLY. ALL OTHER FLOOR �
5. N44 = NEw 4x4 POST W/ 4x12 C�4P & FRAMING IS NOT A PART OF I,
4x�2 PT BaSE P�A7E. THIS CONTRACT DRAWING.
6. E=EXISTING �
7. PROVIDE TEMPORARY SUPPORTS AS REQUIRED. q
8. AT IXISTING P1's, CONFlRM MIN FTNG SIZE SHOWN. �oeeRT °
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PROGRESS SEf ONLY � �RiFF�" y
NOTES: WOOD FRAMING:
GENERAL:
08/07/06 1 . All wood constuction shall conform to the requirements of the EXCAVATIONS, FOUNDATIONS AND BACKFILL: CONCRETE: +�s
National Design Specification for Wood Construction by the National 1 . Excavations shall be performed under the supervision of a 1 . All concrete shall conform to the Building Code Requirements ' i
1 . Refer to Architectural and other discipline drmwings for locations ' 'o d local buildin codes and Comm. of geotechnical engineer. The geotechnical engineer shall confirm for Reinforced Concrete AGI 318 , the Structural SPec�fications
s s ciati n an
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Product A so l )
and dimensions of chases, inserts, openings, sl�eves, depress�ons 9 that the base material is adequate to sustain the design bearing for Structural Concrete in Buildin s ACI 301 and local buildin � � �
Mass. Building Code, 6th Edition, including all connections. ressure before an foundations are cast. Excavations shall 9 � � 9 ; �. .O�i
and requirements for attachment of finishes. P � Y codes. All concrete work shnll be specified as recommended by i �
2. All dimensions shall be field coordinated by tthe Contractor, any 2• All wood members shall be Spruce Pine Fir # 2, as a minimum, extend in depth necessary to reach the specified bearing layer. ACI Field Reference Manual SP-15. Special Cold Weather (
with the following minimum properties: Fb = 875 psi, Fv = 85 psi, 2. Foundations shall be carried down through soft or org anic soit�
inconsistencies shall be reported to the Engineerr before proceeding Fc = 600 psi and E = 1 ,400,000 psi. LVL members: Fb = 2850 and other unsuitable fill and .bear on undisturbed natural soil (ACI 306) or Hot Weather (ACI 305) concreting practices shall
with the work. si, Fv = 285 si, E = 2,000,000 si Multi e members shall be or compacted structural fill capable of supporting a superimposed be utilized whenevEr appropriote. ` I
3. The Contractor shall verify all dimensions and elevations in the P P P ' � load of 2000 psf. The capacity of the soil to support the above 2. All concrete shall be stone (3/4" aggregate) concrete having a ' ' '
nailed togethor with a minimum of three 16d nails per foo�t. loadin in addition to the loadin im osed by an new fill shall minimum com ressive stren th ofi 4000 s� at 28 da s, maximum �r'�'�
field. Notify the Engineer, in writing, of any field condition uncovered 9, , 9. P Y P 9 „ P Y
Micro-lom is an acceptable substitute for LVL. be verified b a eotechnical en ineer rior to castin concrete. slum at dischar e shall be 3 .
during construction that is not consistent with the plans. y 9 9 P g P 9 Engineering
3. Each piece of lumber shall bear a grade stamp from the grading 3.. Extend and slope sides or shore, sheet and brace excavations 3. Provide 6� air-entrainment for all concrete. Grou LLC
4. Unless otherwise noted, details shown on drawing are to be as re uired to ensure stabilit and safet at all times. i
agency responsible for the species. q Y Y 4. All reinforcement shall be deformed bars conforming to ASTM , P�
considered typical for all similar conditions. 4. Where necessary, um the evcavation to remove surface and '
4. Continuity in framing shall be provided at all bearing paints in P P specification A615, grade 60. �
5. Unless otherwise noted, all footings and sonotubes shall be groundwater, to permit finishing of the excavation and placing of P.OBox70 1 '
order to transfer the loads to the foundation or other frarming. Full 5. All welded wire fabric (WWF) shall be plain, cold drawn, f�
centered under supported members. de th blockin shall be . used in the floor framin under wo�ods osts. foundations in the dry. No footing shall be placed in water. electrically welded fabric conforming to the requirements of 100 Cummir1 s Center, Suite 222G
6. Whenever sleeves are inserted in concrete slmbs, beams or walls, p 9 9 P 5. Material adjacent to and below the footings shall be �
, to provide full bearing through framing. kept from freezing at all times. If any material is found to be ASTM A185. Supply weldsd wire fabric in flat shee�s, lap Bevedy, MA 01915
they shall consist of steel, cast iron pipe or PVC pipe. sheets 1 1/2 mesh.
� 7. The Engineer will not be responsible for Contiractor's means, 5. Do not notch the top or bottom of joists in the middle� third of the frozen, it shall be removed and replaced with concrete. 6. Reinforcing shall be securely tied in it's proper place before Tel.• 978-92 r5111
� methods, techniques, sequences of procedure or construction or span. End notches shall not exceed 1/6 of the joist depthi. 6,, All structural fill shall be placed in loyers not more than and during pouring operotions, using opproved chairs and Fax 978-92 -5103
8 in loose depth and compacted to the following percentages of spacers, �
"' the safety precautions and programs incident thereto, and the 6. Headers, if not specified on the drawing, shall be (2) 2:x12 min.. maximum densit as determined b ASTM test method D598: as required. � i
� Y Y 7. Slabs on grade shali be placed on a 6 thick (min.) layer of
� Engineer will not be responsible for the Contractor's failure to Posts below headers shall be (2) 2x4's, if not specified oni the drawing 98� beneath footings, 95 % beneath slabs on grade. 95� com�pacted gravel. Provide 6x6-W2.9xW2.9 W.W.F., � '
�° perform the work in accordance with the contract documents. Posts below LVL beams shall be (3) 2x4�s, if not specifie�d on the placed 1 from top of all slabs on grade, u.N.o.. COMMERCIAL BUILDIN
� STRUCTURAL STEEL: 8. All reinforcement shall be continuous across construction joints.
3 drawings. �
' a DESIGN LOADS: 7. Provide solid blockin � 1 2 s an for all floor oist s ans reater 1 . All Structural Steel work shall conform to the American Institut� 9• The concrete contractor shall install or give other trades ample
m than 8 feet. 9 / P � P 9 of Steel Construction "Specifications for Design Fabrication and Contracto� shalln vea��fy�all Pdimensionse before�rsettbng tscreeds°des 134 BOSTON ST.
� 1 . The Comm. of Massachusetts Building Code, 6th Edition, Erection of Structural Steel for Buildings and to the requirements and forms. SALEM, MA
m was the basis of this design. 8. All member to member connections shall be made with joist or of local building codes. 10. Provide clearance from faces of concrete to reinforcement �
x 2. First Floor Live Load = 100 psf (RETAIL) beam hangers, and metal post bases and caps as appropriate. Joist 2. Steel shal� be Grade 50 (Fy = 50 ksi), steel tubes shall conform as follows:
" hangers,- framing clips and other hardware shall be manufa�ctured by to ASTM A5a0, GR. B (Fy = 46 ksi). Pipes shall conform to ASTM bottom of footings and outside face of fdn. walls: 3", j
' � DEMOUTION. SHORING AND UNDERPINNING W�RK: A53, GR. B. all other concrete 2 .
Simpson Co. or equal. Do not cut or dis lace reinforcin steel to accomodate installation FDN� & FIRST
� 1 . The Contractor shall remove and relocate, as required utilities .. 3. Shop connections may be welded or bolted. Field connections P 9
' m crossin excavations and new foundation work. Tlhe Contractor 9. Plywood for floor sheathing shall be APA grade-trade m�ark 3/4 of embedded items, unless a roved b the Owner.
9 shall be bolted all connections shall be type 2 connections. PP Y FL¢OR PLANS
� shall provide temPorary support for all utility line:s adjacent to the tongue and groove combined subfloor-underlayment grade �plywood, 4. Bolts shall conform to ASTM A325 (ASTM A307 at connection 11 • All horizontal surfaces intended for foot traffic shall receive a °
` foundation work. Where utilit�es cannot be relocatted notif the structural 1 5 I with exterior lue, s ecies rou 1 2 or- 3. La ) 3/4" minimum. All field bolts shall be torque non-slip broom finish. NOTES �SECTS. & DETS.
�� En ineer before roceedin � y ' P y' 9 P 9 P ' y to wood members , � '
9 P 9• plywood sheets with the face grain perpindicular to support and apply a or a load indicator type. All bolts shall conform to ASTM A 325,
� 2. Protect streets, sidewalks and existing foundations during .. '
<3 excavations by sheet piling, bracing, shoring, etc., as required 3/8 diameter bead of construction adhesive to the top of each joist T�ype 1 . Nuts shall be ASTM A325 overtapped, Grade DH or 2H.
" by field conditions. Excavation and shoring shall be inspected and to the tongue of each adjacent plywood panel. Attach plywood to 5. Anchor bolts shall be ASTM A307 rods.
� by a competent registered engineer employed by the Contractor. joist with 6d deformed shank nails 6" o.c. at all panel edgles and 10" 6. All welding and details shall be as recommended by the AISC SC91�: As , own
� Protection against slides and cave-ins shall be increased if o.c. at intermediate supports. and conform to the requirements of the American Welding Society.
All welds shall develop the full strength of the members to be Job No.: �I
�. he deems it necessary. „ a ,
r welded, minimum size of fillet welds shall be 3/16 , with a 1/2 � � S- 1
;E return. All welds shall be E70xx, with Fy = 70 ksi. �lmm� P\SjW
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x x x x x x x x x � > �* m � �o v �
5�8" D I A. H I L T I K W I K See Base P la te w w W W `�' w W W `� � I � � n �a n '
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BOLT II (4' CONC. EMBED Deto�1, This Dwg. Seal� over Fller N� r (E BP r E 9xto (E BE9x10 N� BwB
PROVIDE 1' GROUT BFlOW ( I N� I �
BASE PLATE � (E) P1 Q N 4 4 � �E�� �
HhNF per Plan N44 �E) P�N44 I (E) P7 :
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Ft 2' SQ. x 12' th. UNRFJNFORCm CANC. FfG. 7� W w w 7�
5�8� THICK F2 3'-4' SQ. x 16' th. UNR�NFORCED CONC. FfG.
CAP PLATE. �}-/- a a� v � v oo Entr Abovc °x° x °x° x �'/-
' WID1H TO r i n M M r� m Y �o n � n
j MATCH BEAM POST POSf SIZE
u�D� ��.� W W � W W W W W
��� 3/4� DIA.. HOLES FOR p� 3' DIA. (3.5' O.D.) STEEL PIPE COL � �
5/8"0x 3� A307 LAG �E) �N. W� (� �N. W�"
BOLTS w// WASHER
COL. CAP PL DIETAIL B� WOOD BEAM SIZE 27'-6" 2�'-s"
H1 (3) 2x12's /
^ +/- NO E • + _
l�J WOO D B E�M H2 (2) 1 3/4 x 9 1/4 LVL's FRONT OF BLDG. �• (E) BP = DCISTING 12' SQ. I BRICK PIER. i
2. REPAIR ALL DAMAGED BRICK 'SUPPORTS AND FRONT OF BI.DG. NOTE: STRUCTIURAL DRAWING
H3 (s) i s/a x �� 1/4 LVL's No. Date ' Description
� N.T.S. H4 �3� �8.$ FOUNDATION PLAN BRICKWORK SUPPORTING STRWCTURAL FIRST FLOOR Pl�h� P�s, sECTs.. & DETAILS ARE �;
REQ D AT ALL COMUMN� - - - MEMBERS. EXTENT OF REPAIR TO BE FIELD Revisions
H5 (2) zx�o•3 sca� �/4'=�'-o' DEfERMINED DURING CONSTRUCTION. S� ��4._�._o. LIMITED TO THIE FIRST FLOOR I
3. SISTER NEW 2X6 TO ALL (E) 3x4 dolsis. FRAMING SUPP'ORT SYSTEM �
4. Bwe=e�iNc wnLL e�ow ONLY. ALL OTHiER FLOOR �
5. N44 = NEw 4x4 POST w/ 4x12 CAP & FRAMING IS NOT A PART OF �
4x12 PT e/�SE PIATE. THIS CONTRACIf DRAWING.
6. E=D(ISTING /�I
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• 7. PROVIDE TEMPORARY SUPPORTS AS REQUIRED. ��
8. AT IXISTING P1's, CONFlRM AMIN FfNG SIZE SHOWN. o
R08ERT
PROGRESS SET ONLY
NOTES: WOOD FRAMING: � , CiRIfFIN y
O8/07//06 EXCAVATIONS, FOUNDATIONS AND BACKFILLL• civ��
GENERAL: 1 . All wood constuction shall conforrrn to the requirements of the CONCRETE: :_ ` a�ssas
Na tiona l Design Speci fica tion for Woo d Cons truc tion by t he Na tiona l 1 . Excava tions s ha l l be pe r forme d un der t h� supervision o f a 1 , All concrete shall conform to the Buildin Code Re uirements 1
1 . Refer to Architectural mnd other discipline drawings for locations geotechnical e� ineer. The eotechnical engiuneer shall confirm g q
Forest Products Association and tocal' building codes and Comm. of 9 g for Reinforced Concrete (ACI 318), the Structural Specifications
and dimensions of chases, inserts, openings, sleeves, depressions that the base material is adequate to susta�in the design bearing
Mass. Building Code, 6th Edition, including all connections. for Structural Concrete in Buildings (ACI 301 ) and local building G
; and requirements for attacchment of finishes. P # pressure, before any foundations are cast. FExcavations shall codes. All concrete work shnll �be specified as recommended by � Q '�'�`
'' 2. All dimensions shall be field coordinated by the Contractor, any 2• All wood members shall be S ruce Pine Fir 2, as a minimum, extend in depth necessary to reach the spe�cified bearing layer. ACI Field Reference Manual SP-15. Special Cold Weather
inconsistencies shall be re;ported to the Engineer before proceeding With the following minimum propertie�: Fb = 875 psi, Fv = 85 psi, 2. Foundations shall be carried down throug�h soft or organic soils
Fc = 600 si and E = 1 ,400,000 si. LVL members: Fb = 2850 and other unsuitable fill and .bear on undisturbed natural soil (ACI 306) or Hot Weather (ACI 305) concreting practices shall
with the work. P P� or co acted structural fill ca able of su ortin a su erim osed be utilized whenever a ro riate. '
3. The Contractor shall ve:rify all dimensions and elevations in the psi, Fv = 285 psi, E = 2,000,000 p.si. Multipi"e members shall be load of 2000 sf. The ca acit yP of the soiPt o su ort the above 2. All concrete shall bePstone 3 4" ag re ate concrete havin a ' '
nailed togethor with a minimum of tFnree 16d nails per foot. P P PP � 9 � ) 9 ��'�'�
field. Notify the Engineer, in writing, of any field condition uncovered loading in addition to the loading imposed by any new f'ill shall minimum compressive strength o 4000 psi at 28 days, imaximum
Micro-lam is an acceptable substitut� for LVL. be ver�fied b }
during construction that is not consistent with the plans. y a geotechnical engineer prior o casting concrete. slump at discharge shall be 3". Engineering
3. Each piece of lumber shall bear aa grade stomp from the groding 3.. Extend and slo e sides or shore, sheet and brace excavotions
I � 4. Unless otherwise noted, details shown on drawing are to be P � 3. Provide 6� air-entrainment for all concrete.
considered t ical for all similar conditions. agency responsible for the species. as required to ensure stability and safety att all times. 4. All reinforcement shall be deformed bars conforming t<o ASTM I Group, LLC
yP 4. Continuit in framin shall be rowided at all bearin oints in 4. Where necessary. pump the evcavation to� remove surface and
5. Unless otherwise noted, all footings and sonotubes shall be y 9 P 9 P groundwater, to permit finishing of the exca�vation and placing of specification A615, grade 60.
centered under su orted members. order to transfer the loads to the foiundation or other framing. Full 5. All welded wire fabric (WWF) shall be plain, cold drawrn, P.OBox70�1
pp foundations in the dry. No footing shall be placed in water.
6. Whenever sleeves are inserted in concrete slabs, beams or walls, depth blocking shall be . used in the floor framing under woods posts. 5. Material adjacent to and below the footings shall be electrically welded fabric conforming to the requirements �of 100Cummin sCenter, Suite222G
they shall consist of steel, cast iron pipe or PVC pipe. to provide full bearing through framing. kept from freezing at all times. If any material is found to be ASTM A185. Supply welded wire fabric in flat sheets, lap Bevedy, MA 01915
� P j frozen, it shall be removed and re sheets 1 1/2 mesh.
� 7. The En ineer will not be res onsible for Contractor s means, 5. Do not notch the to or bottom of oists in the middle third of the placed with concrete. �
� 9 P 6. Reinforcing shall be securely tied in it s proper place Ibefore Tel:978-92 5111
� methods, techni ues, se uences of rocedure or construction or s an. End notches shall not exceed ?1 6 of the oist de th. 6,, All structural fill shall be placed in layers not more than
q q P P � � P 8 in loose depth and compacted to the following percentoges of and during pouring operations, using approved choirs and Fax 978-92 -5103
� the safety precautions andl programs incident thereto, and the 6. Headers, if not specified on the dirawing, shall be (2) 2x12 min.. maximum density as determined by ASTM test method D598: s�pacers, as required. n
� En ineer will not be res onsible for the Contractor's failure to Posts below headers shall be 2 2x41-'s, if not s ecified on the drawin 98� 7. Slabs on grade shall be placed on a 6 thick (m�n.) Iayer of I
g' p ( ) p g beneath footings, 95 % beneath slabs on grade. 959� com�pacted gravel. Provide 6x6-W2.9xW2.9 W.W.F., COMME(�CIAL BUILDIN
i � perform the work in accorcdance with the contract documents. Posts below LVL beams shall be (3) :2x4's, if not specified on the placed 1 from top of all slabs on grade, U.N.O..
I � drawings. STRUCTURAL STEEL: 8. All reinforcement shall be continuous across constructibn joints.
� DESIGN LOADS: 7. Provide solid blocking � 1/2 span� for all floor joist spans greater 1 . All Structural Steel work shall conform to the American Institute 9. The concrete contractor shall install or c�ive other trades ample
" of Steel Construction "S ecifications for Desi n Fabrication and opportunity to install all appertunances required by these trades 134 , BOSTON ST.
a 1 . The Comm. of Massachusetts Buildin Code, 6th Edition, than 8 feet. P � Contractor shall verif o11 d"
9 Erection of Structural Steel for Buildings" ancd to the requirements and forms. y �mensions before setting screeds S�LEM, MA
� was the basis of this desicgn. 8. All member to member connections shall be made with joist or of local building codes. 10. Provide clearance from faces of concrete to reinforcement I
F 2. First Floor Live Load = 100 psf (RETAIL) beam hangers, and metal post bases and caps as appropriate. Joist 2. Steel shall be Grade 50 (Fy = 50 ksi), siteel tubes shall conform as follows: �
� han ers, framin cli s and other hardware shall be manufactured b to ASTM A500 GR. B (Fy = 46 ksi). Pipes �hall conform to ASTM bottom of footings and outside face of fdn. walls: 3"
DEMOLITION, SHORING AN�D UNDERPINNING WORK: g 9 P y ' ,. � I
� Simpson Co. or equaL A53, GR. B. all other concrete 2 . �
� ^ 1 . The Contractor shall rerrnove and relocate, as required utilities � 3. Shop connections may be welded or bolte�d. Field connections Do not cut or displace reinforcing steel to accomodate installation FDN! & FIRST
crossin excavations and n�ew foundation work. The Contractor 9. Plywood for floor sheathing shall be APA grade-trade mark 3/4 i
� 9 shall be bolted, all connections shall be typ� 2 connections. of embedded items, unless approved by the Owner. FL�OR PLANS
N shall provide temporary sup�port for all utility lines adjacent to the tongue and groove combined subfloor-underlayment grade plywood, 11 . All horizontal surfaces intended for foot traffic shall receive a �
= 4. Bolts shall conform to ASTM A325 (ASTM �A307 at connection �
foundation work. Where util�ities cannot be relocated, notif the structural 1 , 5 I to wood members), 3/4 minimum. All field bolts shall be torque P NOTES, �SECTS. & DETS.
� Y py, with exterior glue, species group 1 ,2 or 3. Lay n non-sli broom finish.
Engineer before proceeding. , �
� plywood sheets with the face grain pe.rpindicular to support and apply a or a load indicator type. All bolts shall confarm to ASTM A 325, i
2. Protect streets, sidewalk� and existing foundations during n
excavations by sheet piling, bracing, shoring, etc., as required 3/8 diameter bead of construction aidhesive to the top of each joist Ty pe 1 . Nuts shall be ASTM A325 overtapped, Grade DH or 2H. �
�' � by field conditions. Excavatiion and shoring shall be inspected and to the tongue of each adjacent plywood panel. Attach plywood to 5. Anchor bolts shall be ASTM A307 rods.
� by a competent registered �engineer employed by the Contractor. joist with 6d deformed shank nails 6"' o.c. at all panel edges and 10" 6. All welding and details shall be as recommended by the AISC Sc�Jg; ps �hown
� Protection against slides and cave-ins shall be increased if o.c. at intermediate supports. and conform to the requirements of the American Welding Society. �
, � he deems it necessary. All welds shall develop the full strength of the members to be Job No.: ?7'ti
' o welded, minimum size of fillet welds shall be 3/16", with a 1/2" ` �j- 1
E return. All welds sholl be E70xx, with Fy = 70 ksi. fia�� p\s�D
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BUILDING PERMIT APPUCATION FOR: �
' P�rm� to:
(Circla whbh�w►Rpply) Roof, Raroot. Instell Sidinp� Conetruct Dack, Sh�d, Poob .
F1lpl�/f�l�IBC6. @!�: L,�Ga0Z�4�E T�'CE32 �d1.<
" PLEAB�FlLL OIlT LEGIBLY&COYPLERLY TO AVOID DELAY8 W PROC��
TO THE IN3PECTOR OF BUILDIN(�S: . �
Ths undenlqMd hereby appli� tor a p�rtnR to build axorcJinq to th� folbvwN�p
speciflcations: .
Own�rs Nama �� n.s c tZ� �!G
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Addf�esd� PhOnY `a� �riav��a� �r �7811 542- C�(e`�.
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