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Certificate Number: B-14-837 Permit Number: B-14-837
Commonwealth of Massachusetts
City of Salem
This is to Certify that the Commercial Building located at
Building Type
1CANAL STREET in the City
Address of Sam le .......
T -- .
Town/City Name
IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY
1 CANAL STREET
FREEDOM COMMUNICATION
VERIZON
This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and
expires Not Applicable unless sooner suspended or revoked.
Expiration Date
Issued On: Monday, October 20, 2014
i
L;ommonwealth of Massachusetts
Citv of Salem
u 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641
-- Return card to Building Division for Certificate of Occupancy
Permit : $1 B-14-837 PERMIT TO BUILD
FEE PAID: $1,320.00
DATE ISSUED: 4/30/2014
This certifies that SAMARI GROUP LLC FRANCIS SUMMA, MANAGER
has permission to erect, alter, or demolish a building_ _ 1 CANAL STREET Map/Lot: 340300-0
as follows: Renovation BUILD FRONT WALLS,'2X8 CONSTRUCTION. INTERIOR FRAMING, CONCRETE
FLOORS, PATCHES (FOR VERIZON),
Contractor Name: CHARLES GALLANT W
DBA:
Contractor License No: 094907
4/30/2014
Building Offi�I Date
r a. -._
This permit shall be deemed abandoned and invalid unless the work authorized,b this -
may Y permit is"commenced within six months after issuance.The Building Official
y grant one or more extensions not to exceed six months each upon written request I, zx *2r-
fna';tip« .7 �.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any building andstructures shall be in compliance with the local zoning by-laws and codes.
' d street
This permit shall be displayed in a location clearly visiblee from access sheet or road and shall be maintained open forpublic inspection for the entire duration of the
work until the completion of the same. 4, ' " .y -r
r 0 e
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
HIC#: "Persons con Vacting with unregisteretl contractors do not have access to the guaranty fund"(as set forth in MGL c.142A).
Restrictions: „
Building plans are to be available on site.
All Permit Cards are the property of the PROPERTY OWNER.
Commonwealth of Massachusetts
3 I
City of Salem
120-Washington St,3rd Floor Salem,MA 01970(978)745-9595X5641
Return card to Building Division for Certificate of Occupancy
Structure CITY OF SALEM BUILDING PERMIT
/1/1 PERMIT TO BE POSTED IN THE WINDOW
Excavation
Footing INSPECTION RECORD
Foundation:
Framing y)�
Mechanical _
Insulation 26 l INSPECTION: BY DATE
Chimney/Smoke Chamber -
Final Q l�/!7
Plumbing/Gas
Rough:Plumbing f{
Rough:Gas qq r,. - ip+�•• .. .a
Final41
O`OZ'E•
8zlJG`, Electrical 7sq�
buLW2C .J1 h-o'-l-Z
Service
•ten,:.
Rough .- C �/l2-�t1— rlii
Final
�D_ _Cko / nLp� - ,
-
Fire Department
Preliminary ;
x ,.�
Final
Health Department � x'
Preliminary
Final
242 WASHINGTON STREET
GIS ___ 1445. 607-14
V.!MaB•tt` 34..
A 11 COMMONWEALTH OF MASSACHUSETTS
i 1°el CITY OF SALEM
fLot: 0300'
Category RENOVATIONS
Pernnt# 607-14 �x BUI ,llING PERMIT
Poleot#.'s,• JS-2014001447
��`Est Cofi ' $10,500.00 '
I
.Fee Charged: $115.00 y
Balance Due: $.00: PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor:
!Use Group: �Gicense: Expires:
r- c CHARLES GALLANT
(Lot Size(sq. Pt) 5776.9272 CONSTRUCTIO SUPERVISOR-094907
'
Owner: FREEDOM COMMUNICATION
(I7ii is Gained ;,4pplicant. FREF•DOM COMMUNICATION
!UmtsLOst:, AT. 242WASHTNGTONSTREET
vig Safe#
ISSUED 6N.• 13-Feb-2014 AMENDED ON.
EXPIRES ON: 13-Aug-2014
TO PEIZ 10AM THE FOLLOWING_WORK:
1 CANAIT,-PHASE l: REMOVE ALL FINISHES; PHASE II: REMOVE MSONRY WALLS&CUT
FLOORS GONCRETEi
POST:THIS CARD-SO IT IS VISIBLE FROM THE STREET r {`4
rRough; Rough:
Gas Plumbing• r
' I•jy� —S Buildine
Underground: r
o.. Underground:�y�; �,�1 Excavation:
Meter: +
Footings:
Rough:B ��
Foundation
Final: Final: Fi (/ -
nal: Rough Frame:
P'
D.P.W. s:. Fire Health Fireplace/Chimney:
(Meter: Oil: Insulation: -
Rouse# Smoke: Final:
`Nater: Alarm: Assessor Treasure•:
Sewer: - Sprinklers: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS
RULES AND REGULATIONS.
4
Signature: —fr)-wvj
Fee Type Receipt No. Date Paid: : Check No:
Amount
BUILDING. REC-2014-0014¢I 13-Feb-14.
1039" $115.00
IMPORTANT:OWNER OR CONTRACTOR MUST
_CeoTMSO 2014 Des Lauriers Municipal Solutions,Inc. ARRANGE FOR i°ii6tIODIC INSPECTIONS DURING
CONSTRUCTION FE CURRENT BUILDING CODE
CHAPTER 1 FOR LIS C OF REQUIRED INSPECTIONS.
-•,�'._ G/Ef197$-119-5641 TO SCH 'F"'INSPECTION
Commonwealth of Massachusetts
yw' n
� I City of Salem
. '
120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641
Return card to Building Division for Certificate of Occupancy
Permit No. B-14-837
MEOW N IN 0
FEE PAID: $1,320.00 PERMOIT TO OL301 Un I L OLOW)
DATE ISSUED: 4/30/2014
This certifies that SAMARI GROUP LLC FRANCIS SUMMA, MANAGER
has permission to erect, alter, or demolish a building 1 CANAL STREETW Map/Lot: 340300-0
A., fim. , RIF
as follows: Renovation BUILD FRONT,WALLS,'2X8 CONSTRUCTIN:' INTERIOR FRAMING, CONCRETE
FLOORS, PATCHES �' �flh ',
ff .:=aero n a•:: E r ''
Contractor Name: CHARLES GALLANT
DBA: U. ° r
Contractor License No: 094907 A` " rt
3 4
J �iry 4/30/2014
NM
Building Officiala , " r Date
jif
w �
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenen
ced within six months after issuance.The Building Official
may grant one or more extensions not to exceed six months each upon written request ,' t r4 `40&-
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted.
All construction,alterations and changes of use of any buildingandstructures shall be in compliance with the localzoning by-laws and codes.
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public Inspection for the entire duration of the
work until the completion of the same. F �' ''`-•*. ;, �,' a p�
k J r ,'" s F t'rm„
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
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H IC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(asset forth in MGL c.142A).
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Restrictions: t r r
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Building plans are to be available on site.
All Permit Cards are the property of the PROPERTY OWNER.
GENERAL CONCRETE STRUCTURALSTEEL - / SKOF414ZZ.
1. Concrete work shall conform to"Building Code Requirements for Reinforced L Structural steel work shall conform to"Specification for Structural Steel CARIANE N
1. Structural work shall conform to the requirements of"The Commonwealth of Concrete"(ACI 318-05),and Specifications for Structural Concrete for Buildings"(AISC 2006);"Code of Standard Practice for Steel Buildings& GU 140 Mw
Massachusetts State Building Code",8 Edition. Buildings'(ACI 301-05). Bridges"(AISC 2005;"Seismic Provisions for Stmctural Steel Buildings"(AISC, u STRUCTURAL °'
^. 2, Examine architectural,mechanical,plumbing and electrical drawings for 2. Concrete shall be controlled concrete,proportioned,mixed and placed in the 2006),"Specification for Structural Steel Joints Using ASTM A325 and A490 104verification of location and dimensions of chases,inserts,openings,sleeves, presence ora representative oran approved testing agency. bolts"(AISC 2005),"Structural Welding Code-Steel"(AWS D1.1-96).
washes,drips,reveals,depressions and other project requirements not shown on 3. Unless noted otherwise,concrete shall have a minimum 28 day compressive 2
structural drawings. Structural steel shall be detailed in accordance with"Detailing for Steel •�- v <'r
S strength and be of a type as follows: Construction(AISC)"and where required,designed in accordance with cited
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3. Verify and coordinate dimensions related to this project. references. -
4. Provide and install necessary material to connect elevator support beams. Slabs,foundations,walls 4000 PSI (Normal weight) 3. Structural steel details,not specifically shown,shall betaken as being similar to
5. Openings in slabs and walls less than 12"maximum dimension are generally not 4. Concrete to be exposed to the weather in the finished project shall be air entrained those shown for the most nearly similar condition as determined by the architect.
shown on structural drawings,and shall not be revised without prior written per specifications requirements. 4. Structural steel shall be new steel conforming to the following:
approval of the architect. 5. Minimum of 72 hours shall elapse between adjacent concrete placements.
6. Typical details and notes shown on structural drawings shall be applicable to all 6. Concrete shall be placed without horizontal construction jords.except where (A) Unless noted otherwise ASTM A992 Grade 50(Fy=50 LLJ
parts of the structural work except where specifically required otherwise by shown or noted. Vertical construction joints and stops in concrete work shall be KSI) LLJ
contract documents. made at midspan or at points of minimum shear. (B) Angles,channels,plates,T's etc ASTM A36 (Fy=36 KSI) Q
7. Details not specifically shown shall be similar to those shown for the most nearly 7. Concrete slabs,including concrete placed on steel deck,shall be placed so that the (C) Tubes ASTM A500 Grade B(Fy=46 O
similar condition as determined by the architect, slab thickness is at no pointless than that indicated on the drawings. (This will KSI)
8. The contractor is solely responsible for the stability of all buildings during al I require that the slab not be cast dead level where supporting beams,girders or (D) Pipes ASTM A501 Type E or S,Grade N
phases of erection and construction. trusses have an upward camber.) or ASTM B
8. Structural steel below grade shall be encased in concrete with a minimum cover A53 J
of 2'. E Anchor bolts ASTM A307
FOUNDATIONS O QW
or ASTM J
1. Foundations for this project consist of spread footings and slabs on grade.New REINFORCEMENT F1554 Gr. z Q
footings shall be founded on undisturbed soil with allowable(assumed)bearing 105 Q
capacity of 1.5 TSF. The contractor shall verify the suitability of soils.Existing I. Reinforcement work of detailing,fabrication and erection shall conform to (F) High strength bolts ASTM A325 W U
footings currently indicated on drawings are based on assumed bearing "Building Code Requirements for Reinforced Concrete"(ACI 318-05),"ACI
allowances. Detailing Manual-1994"(SP-66),"CRSI Manual of Standard Practice" (MSP 5. Anchor bolts,leveling plates or bearing plates shall be located and built into
2. No responsibility is assumed by the architect for the validity of the subsurface 1-97),and"Structural Welding Code-Reinforcing Steel"(AWS Dl 4-92). connecting work,preset by templates or similar methods. Plates shall beset in �-
conditions described on the drawings,specifications,test borings or test pits. 2. Steel reinforcement,unless noted otherwise,shall conform to the following, full beds of non-shrink grout.
These data are included only to assist the contractor during bidding and 6. Welded connections shall be made by approved certified welders using filler
subsequent construction and represent conditions only at these specific locations (A) Bars,ties and stirrups ASTM A615 Grade 60 (FY=60 KSI) metal conforming to E70XX or F7X-EXXX with low hydrogen.
at the particular time they were made. (B) Welded wire fabric(WWF) ASTM A185 7. Welds shall develop the full strength of the materials being welded,unless noted
3. Foundation units shall be centered under supported structural members,unless
otherwise,except that fillet welds shall be a minimum of
noted otherwise on the drawings. 3. Where reinforcement is required in section,reinforcement is considered typical 8. Ends of columns at splices andatother bearing connections shall be"finished to
4. Exterior construction shall he carried down below finished exterior grade to a wherever the section applies. bear"to complete the true bearing.
minimum depth of 4'-0",unless noted otherwise. 4. Reinforcement shall be continuous through constructionjoints. 9. Provide stiffeners"finished to bear"under all load concentrations on supporting
5. Provide temporary or permanent supports,whether shoring,sheeting or bracing so 5. Dowels shall match but size and number,unless noted otherwise. members,over columns,and where shown on drawings.
that no horizontal movement or vertical settlement occurs to existing structures, 6. Welded wire fabric shall lap 8"or 1-1/2"spaces,whichever is larger and shall 10.Field cutting of structural steel or any field modifications of structural steel shall
streets or utilities adjacent to the project site. be wired together. not be made without prior written approval by architect for each specific case. Rooms&Guanacino LLC
1 I.Structural steel encased in mason shall be covered with mastic coating SMUCMRr ervc�rceeas
6. Carry out continuous control of surface and subsurface water during cons truction 7. Reinforcement shall not be tack-welded. masonry g per c,.sea�xr��m..mnm�u
- -
e re�anriwi
apP applicable.
specifications, Rffi
dation work is done in dry and on undisturbed subgrade material,as 12.Structural steel members shall be fireproofed per specifications. e 6 0
7. Carry out continuous control of surface and subsurface water until sufficient dead
l3.Structural steel members and connections exposed to the weather shall be APRIL 10, 2014 load has accumulated to prevent Flotation of any part of the structure. galvanized
8. Bottom 3 inches of exactions for footings,pile caps,and grade beams shall be
finished by hand shovel _ PITMAN
LXX
9. Backfill under any portion of the structure shall be compacted in 6"lifts per
specifications requirements.
10.No foundation concrete shall be placed in water or on frozen subgrade material. ` /, / /wH D FL r \Ty
11. vv Protect in-place foundations and slabs from frost penetration until the project is
completed.
12.Do not backfill behind foundation walls until permanent lateral structural support ARCHITECTS LLC
system is in place and of full strength. -
13.Sheeting shoring and bracing for the lateral support of excavation shall remain in
place until all permanent structural systems below ground level are complete. For - 3 2 CHURCH S IT
.
further information on lateral support of excavation,see specifications. - -
SALEM, MA 01970
978 -744 - 8982
MASONRY CONSTRUCTION 7. Where new work will be adjacent to or framing existing construction,verify STRUCTURAL DESIGN LOADS - aPkSt;OF 414
dimensions of existing construction prior to fabrication of new members. •:" `'s'p�
L Clay(brick)and concrete masonry unit(CMU)construction shall conform to S. Provide all labor and material for any framing required to connect new framing to 1. Dead loads Z, CAR.. NE 'fir
`Building Code Requirements for Masonn=Structures"(ACL 53f1-05/ASCE 5- existing construction. Wherever it is necessary to remove existing construction in GUARRACMO M+
(A) Weight of building components
99/TMS402-05),and to`Specifications for Masonry Structures'(ACI 530.1- order to construct new work,,the affected area shall be patched and rebuilt to iTRUCTURAL
Live loads
99/ASCE 6-05/7M5 602-05). match existing adjacent work to satisfaction ofthe azchiiect (A) First Floor Retail.Public areas,corridors,stairs,ele-100 PSF
2. Materials strings shall be as follows 9. Details shown on any drawing shall be,considered typical for all similar (B) Roof snow load-32 PSF plus drift
(A) Face brick shall conform to.ASTM C-215 Grade SW with compressive conditions. Q'
strength of 5000 PSI. 10.Notify architect of any contemplated structural alteration in reasonable time to Pg=4e PSP;Is=1.l}Ce=LU;Ct=1.U:
b�
(B) Common brick shall conform to ASTM C-62 Grade SW with render and document the architects decision.
Wind loads-Per Mass.Code and ASCE7-05:Wind Speed I Ill mph,Exposure BImportance Factor=1 0.Roof Slope<5+ L
compressive strength of 5000 PSI. 11,Structural materials and components shall have prior approval of the architect. Main Wind Force Resisting System
(C) Concrete masonry units shall conform to ASTM C-90 or C-145 Grade N- 12.Structural alteration shall be preceded by adequate shoring and bracing. End Zone Wall pressure= 175 PSF:End Zone Roof Pressure=A.0 PSF
1. 13.Screw-type shoring posts shall be provided for existing work during the removal Int.Zone Wall pressure=1 L6 PSF:Int. Zone Roof Pressure=-5.4 PSF
(D) Mortar shall conform to ASTM C-270-Type M or S. of existing bearing walls and structural members and the installation of new lieieht Adjustment Factor Int.Wall(Ps 11 End Zone Wall(Psi)
(E) Grout shall conform to ASTM C-476 fine or coarse. structural work0'-15' L00 11.6 17.5
3. Masonn+shall have f m=1500 PSL Fm is the compressive strength of the 14.Temporary shores shall be placed as close as practicable to the existing structural LlJ
li"-20- 1,00 11.6 17.5
masonn-at 28 days as determined by prism tests. (see specs) work being removed. 20'-25 1,00 1 1.6 17.5 LLJ
Q4" Prior to grouting cells,bars and cells must be inspected by the testing agency. 15.}leaders shall be placed across top of shoring posts and shall be snug tight against 25`-30' 1,00 11.6 175
5. The base of each cell in which a bar is placed must have a cleanout hole. - underside of the structure above. 30`-3S 1.U5 12.2 18.4
6. The design of reinforced masonry construction is based on allowable stresses 16.Shoring shall bear on sleepers to prevent damage to the structure below. .,5:_40• 109 117 19 I Cn
predicated on with inspection'provisions,requiring that qualified masonry 17.Temporary shores shall be individually designed,erected,supported,braced and 40'45' 1.12 13.0 19.6 N
inspection take place on a continuous basis whenever masonry is being placed. maintained by the contractor to safely support all dead loads presently carried by 4. Earthquake loads-Per Mass.Code and ASCE7-05:Site Class'D"
7. Reinforced masonn'walls shall have bond beams at each floor level. Bond beam the existing structural work being removed and any construction live loads. Importance Factor I=1.0;Occupancy Caregon-IF' _J
reinforcing shall be extended into and be continuous with all intersecting bond 18.Structural steel shall be completely installed before removing any shores. Seismic Performance Category B' Q LJ
beams. 19.Shores shall be released gradually and left looseh,in place for at least 2 days to - Equivalent Lateral Force Procedure&780-CMR Table 34-101.5.4.LO J
S. Anchors to masonry walls shall be I diameter expansion bolts or anchor bolts. allow for structural shakeout. R=1.25:Cd=L25(Existing unreinCorced masomv shear/bearing walls) z Q
Bolts shall be 2"shorter than wall thickness. 20.Existing floorjoisis in a damaged condition(as determined by the architect)must Ss=.31;51=.071 Q
9. Bonding methods,lies,lintels and accessories shall be approved by the architect. be replaced. (n
10.Submit shop drawings,with ample time for architects review and approval,for 21.Re-worked or newjoists must be fire-cut at their ends. U
structural elements including structural steel
11.Masonry openings more than 16"wide require approved lintels.
12.Masonry openings for utilities are to be closed up with new brick work around the
utility.
13..Provide and install lintels for openings in accordance with the schedule and
details on S2. Where lintel abuts columns or walls,provide connections to such.
(Sallbeaingt shop eawingofcavebearin plates
approval.) STEEL ANGLE LINTEL SCHEDULE
14.Wall bearing beams shall have bearing plates of sufficient sire to develop the
maximum end reaction of the beam. Plates shall bear on concrete filled blocks
having a compressive strength of 250.0 PSL MASONRY WALL THICKNESS -
15.Fill cores of concrete blocks under all bearing plates with concrete for a width OPENING
equal to 3 times the bearing plate length. 4"WALL 6"WALL 8"WALL 12"WALL
16,Provide 145 vertical reinforcing at 32"OC. This reinforcing shall be continuous ,,�� ^ ^ Roume c Guanaclno LLC
full height. 3'-0" 1-L3Y2 X 3Y2 X Y4 2-1 L3 X 2Y2 X Y4 2-1 L3Y2 X 3Y2 X Y4 3-11 L3Y X 3Y2 X Y4 �{R, . PasnxusruR mm e�M1 poR va
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17.Masonry block cells containing vertical reinforcing shall be grouted solid. Filling 4'-I)° 1-L4 X 3Y2 X Y4 2-J L3 X 2Y2 X Y4 2-J L4 X 3Y2 X Y 3-J J L4 X 3Y X Y4
cells with mortar is unacceptable. The compressive strength of grout at the end of �t�
28 days shall be 3000 PSI minimum. - 5'-0" 1-L4 X 3Y X Y4 2-1 L3Y X 2Y2 X Y4 2-J L5 X 3Y2 XY4 3-J J L5 X 3Y2 XYa APRIL 10, 2014
18.Reinforced masonry walls shall have a 49 GA. Wire ladders(ladder or truss type) X X X 6'-0° 1-L5 X 3Y%Y4 2-1 L3Y2 X 22Y2 Y4 2-1 L5 X 3Yz Y4 3-11 LS X 3Yz Y
at I6"OC horizontal reinforcement.
19.Provide a roof
f level and
horizontal bars in the top course(bond beam)of walls 9'-0° 1-L6 X 3Y X 2-1 L3Y X 2Yz X Y 2-J L6 X 3Y X YB 3-J J L6 X 3Y X% I T M A N LX.
below the roof level and fill continuously with grout. _
20.Provide 145 additional vertical reinforcing bar at each comer,door or window -
jamb,and at any discontinuity in the wall. 1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS
IN ACCORDANCE WITH THE SCHEDULE ABOVE. INSTALL LONG LEG W A R D L E Y
RENOVATION AND RESTORATION VERTICAL. SEE ARCHT& MECH PLANS FOR LOCATIONS.
2. PROVIDE 6"MIN BEARING AT EACH END BUT NOT LESS THAN 1" PER ARCHITECTS LLC
1. Work shall conform to the requirements of the Commonwealth of Massachusetts FOOT OF SPAN. FILL 2 COURSES OF MASONRY BELOW BEARING
State Building Code. WITH MORTAR. 3 2 CHURCH S T.
2. The contractor shall notify the architect when,in the course of construction or "
demolition,conditions are uncovered which are unanticipated or otherwise appear 3. WHERE MINIMUM BEARING CANNOT BE PROVIDED,ATTACH SECURELY SALEM, MA 01970
to present a dangerous condition. I TO ADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE O
3. Damaged load bearing masonry shall be removed and replaced or repaired as SUPPORTS. 978 -744 - 8982 0
4 9 O 2
directed by the architect. 4. WHERE LINTELS OCCUR IN EXTERIOR WALLS MINIMUM THICKNESS
4. New masonry shall be bonded or otherwise tied to adjacent masonry work.
5. Second-hand brick shall not be used in masonry bearing walls unless approval is SHALL BE 6/6"AND ANGLES SHALL BE HOT DIP GALVANIZED.
given by the architect for each specific case. 5. WHERE WALL THICKNESS EXCEEDS 12"PROVIDE ONE
6. Verify all dimensions and conditions on the job. Discrepancies shall be brought ADDITIONAL ANGLE FOR EACH ADDITIONAL 4"OF WALL.
immediately to the attention of the architect before proceeding with that part of
the work. S - 1 B
. tV,of Ai.i
CARMNE
o{� Gl1ARRACIN0
STRUCTURAL fO E
No.40104
8" CMU IN-FILL �, ` r A
SEE DETAIL 1 ON S-5
TYPICAL
PATCH EXISTING LLl
SLAB AS REQUIREDN W Q
Cl UP N cn
- - - I � 2 Q W
S-4 J
Z Q
U uI
EXISTING SLAB ON
EXISTING GRADE TO REMAIN
NEW 3'-0"x3'-0"x1'-4"
MASONRY CONCRETE FOOTING
WALLS w/444 BEW
R
(�f� Ro&UCTU ENGINEZU
LLC
2-2x8 JACKS
NEW 2x8 STUD 3-2x8 KINGS APRIL 10, 2014
WALL ON NEW POST UP TYPICAL 99 nn
1 CONCRETE CURBCl UP W/ BASE PLATE PITMAN CX
S-4 4-2x6 POST UP 8
W/ 4-%4'O ANCHOR O TS x1'-0"
v WARDLEY
V/ / ARCHITECTS LLC
32 CHURCH ST.
NOTES: NOTES CONT: SALEM, MA 01970
1. FOR GENERAL NOTES SEE S-1A & S-1 B. 3 4. ♦ INDICATES SIMPSON HTT22 978 —744 — 8982
2. FOR TYPICAL DETAILS SEE S-5. S,4 FOUNDATION / HOLD-DOWN W/ 5/8"O HILTI HIT
3. ALL NEW EXTERIOR WALLS SHOWN ARE 2x8@16" OC (UNLESS FIRST FLOOR PLAN HY150 ADHESIVE ANCHOR w/ 7Y2'
NOTED ON PLAN) w/ Y2" PLYWOOD SHEATHING ON ONE SIDE, EMBEDMENT. S - 2
PLYWOOD IS NAILED TO STUDS w/ 10d GALVANIZED COMMON SCALE: Ya" = 1'-0" 5. C1 INDICATES NEW HSS 4x4xYa
NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. COLUMN.
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- - - 811CMUIN-FILL
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SEE DETAIL 1 ON S-5 1 2 No. 04
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NOTES: 3-2x10 ♦I NOTES CONT: 3-2X10 3-2x10 32 CHURCH ST.
1. FOR GENERAL NOTES SEE S-1A & S-1 B. 3 4. ALL NEW EXTERIOR WALLS SHOWN ARE 2x8@16" OC NOTES CONT: SALEM, MA 01970
2. FOR TYPICAL DETAILS SEE S-5. (UNLESS NOTED ON PLAN)w/YZ' PLYWOOD SHEATHING 8. B2 INDICATES BEAM SADDLE 978 —744 — 8982
3. j INDICATES FLUSH FRAMED CONDITION S� ON ONE SIDE, PLYWOOD IS NAILED TO STUDS w/ 10d CONNECTION SEE DETAIL
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EDGES & 12" OC FIELD.
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ADD 2x AS REQUIRED
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I I DRILL & GROUT #4 DOWELS ER.�.
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1 LONG @18" OC WIDTH OF EXISTING II=
G DRILLED & FOUNDATION III�II 32 CHURCH ST.
GROUTED INTO III�I SALEM, MA 01970
• 978 —744 — 8982
EXISTING SLAB
NEW FOOTING SEE PLAN EXISTING
- FOUNDATIONS
FOR SIZE & REINFORCING
2 —
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
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TO ROOF JOISTS APRIL 10, 2014
PITMAN 8c
EXISTING MASONRY WALL WA R D LE Y
ARCHITECTS LLC
#4 DOWELS @24" DRILLED & 32 CHURCH ST.
GROUTED INTO EXISTING SALEM, MA 01970
TYPICAL SIDES, TOP & BOTTOM 978 —744 — 8982
TYPICAL MASONRY
INFILL DETAILR
SCALE: 1" = 1'-0" 2 SCALE: 1" = 1'-0"
v,OF Afq
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CARM NE
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EXISTING RAFTERS TYPICAL
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WALL
APRIL 10, 2014
PITMAN 8c
2x PT w/1%"0 HILTI W A R D L E Y
HIT HY70 MASONRY ARCHITECTS LLC
RENOVATION ANCHORS
L— OC w/ 6" CHURCH
EMBE
EMBEDMENT SALEMMA01970
978 —744 — 8982
L TYPICAL FLOOR & ROOF DIAPHRAGM CONNECTION
DETAIL (JOISTS PERPENDICULAR TO
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SCALE: 1" = 1'-0"
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SMUCTU 'L
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APRIL 10, 2014
MASONRY PITMAN 8c
WALL WARDLEY
ARCHITECTS LLC
32 CHURCH ST.
SALEM, MA 01970
978 -744 - 8982
TYPICAL FLOOR & ROOF DIAPHRAGM CONNECTION DETAIL
(JOISTS PARALLEL TO WALL) TO MASONRY WALLS S - 7
SCALE: 1" = 1'-0"
2-Y2 O THRU BOLTS ti P`twoFta',;
c
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w/ 8" EMBEDMENT /
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— SCALE: 1" = 1'-0"
SOLID BLOCK BENT SADDLE PLATE
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II PITMAN 8c
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1' 2" LVL ARCHITECTS LLC
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I 2-Y2"OTHRU-BOLTS 32 CHURCH ST.
I SALEM, MA 01970
HSS 4x4 I 1978 -744 - 8982
CONT PLATE 3/" (HOT
DIPPED GALVANIZED)
WELD TO W8
ROOF JOISTS NOT SHOWN PROVIDE 6" BEARING EACH END
2 SCALE: 1" = 1'-0" � SCALE: 1" = 1'-0" S - 8
Tt3 I�- $ 3 � INSPECT ONAIESERVICES
The Commonwealth of Massachusetts
W
Department of Public Safety ?ilk APR iS A 4.Massachusetts State Building Code(780 Cb7R)
Building Permit Application for any Building other than aOne-or Tw a ily fling
(This Section For Official Use Onl ).
4;?4K4 Coo-
Bu ildfng Permit Number: Date Applied: Builduig Officiate
SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street ad ress is mat available)
C-AnAt SV 5tL-CM MA 0►11-70
No.and Street City/Town Zip Code Narne of Building(if applicable)
SECTION 2:PROPOSED WORK -
Edition of NIA State Code used% If New Construction check here❑or check all that apply in the two rows below
Existing Building❑ Repair❑ Alteration Addition❑ Demiilition Cl (Please fill out and submit Appendix 1)
Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify:
Are building plans and/or construction documents being supplied as part of this permit application? Ycs No ❑ -
Is an Independent Structural Engineering Peer Review required? Yes d No ❑
Brief Description of Proposed Work: t n� X
TnNt✓t o2 ffjL _pQevSgl Ce I w
11 Ch p t vl l✓i r nnr r )mint ✓Gfc-I
N
SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING.RENOVATION,ADDITION,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑
Existing Use Group(s): Proposed Use Group(s):
SECTION 4:BUILDING HEIGHT AND AREA
Existing Proposed
No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.)
Total Area(sq.ft.)and Total Height(ft.)
SECTION S:USE GROUP(Check as applicable)
A: Assembly A-1❑ A-2❑ Nightclub 13A-3 ❑ A4 CJ A-5 13B: Business E: Educational 13
F: Facto F-1❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-S❑
1: Institutional I-1❑ I-2❑ 1-3❑ 14❑ 1 M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R4❑
S: Storage S-1❑ S-2❑ U: Utility❑ Special Use❑and please describe below:
Special Use:
SECTION 6:CONSTRUCTION TYPE(Check as applicable)
IA ❑ 113 ❑ IIA ❑ IIB ❑ IIIA ❑ [JIB ❑ 1 IV ❑ VA ❑ VB ❑
SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item)
'French Permit: Debris Removal: /
Water Sup�pI Flood Zone Information: Sewage Disposal: Licensed Dis os il Site 5
Public lH' Check if outside Flood Zone❑ Indicate municipal A trench wJ'�'�not be P
required�'or trench or specify:
Private❑ or indentify Zone: or on site system❑ permit is enclosed❑
Railroad right-of- Hazards to Air Navigation: �lA tlntru l,otnnu s. n u;�.c. i n,t ;:
Not Applicable Is Stntchtre within airport ap roach area? Is deur review mmpl ted?
or Consent to Build enclosed❑ Yes❑ or No ly Yes❑ No fE
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: Use Group(s):_� T,vpe of Construction: Occupant Load per Floor.
Docs the building contain un Sprinkler System?: . no Special Stipulations:
PL_r-w-, Glvtaxi m m-r .
CIk,vL moo"R-
In xt uJ l 11 EF-e't t--
C-ALA,L-t--D Co h1T(t . l} P/U
7Name'(Pr',ntY-'
fY�di� IjjH SECTION 9: PlROPEIi'fYOWNERAUTIIORIZATION
�,++iis`s of°PC..LC, :�VMYA 7/ E 9lea o,J CU9(1C,AA C RqA Ojos No.and Street City/Town Zip
r Contact Information:(sE2'•.. SUMC�f}0e-, COM
Title Telephone No.(business) Telephone No. (cell) e-mail address
If applicable, the property owner,hereby authorizes
Name Street Address City/Town State Zip
to act on the property owner's behalf,in all matters relative to work authorized by this building ermit a lication.
SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2).
If buildin :is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O and skip Section 10.1
10.1 Re istered Professional Responsible for Construction Control
Name(Registrant) Telephone No. e-mail address Registration Number
Street Address City/Town State Zip Discipline Expiration Date
10.2 General Contractor
Company Name lltb
C`kAe, t I CS gg1Ja7 12 111 2-51Z61 S
Name of Person Responsible for Construction License No. and Type If Applicabl
ae
.�u -
-7 S� HN)61,W �Svxe Airrimc A _tttsuu
Street Address City/Town State Zip
IA-221�6 r _QAD G�IIc��, CNo,rl:s yaho, C�1
Telephone No.(business) Telephone No. cell e-mail address "
SECTION 11:1%0kKF:tL9'CO,%aI+NSAHON INSURANCE:%FFlDAW1M.G.L.c.152.§25C(6))
A Workers'Compensation Insurance Affidavit from the NIA Department of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the Asuance of the building permit.
Is a signed Affidavit submitted with this application? Yes' No ❑
SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE
Item Estimated Costs:(Labor
and Materials) Total Construction Cost(from Item 6)_$
'l.Building $ ooO.Vj� Building Permit Fee=Total Construction Cost x_(Insert here
2. Electrical $ 1S :RD-N appropriate municipal factor)=$
3. Plumbing $ 10 000.00
4. Mechanical (HVAC) $ 13 Oo o, pV Note:Minimum fee=$ (contact municipality)
5. Mechanical Other $ Enclose checkh able to
6.Total Cost P•Y
$ �aOf Ooo- 00 (contact municipality)and write check number here
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this
application is true and accurate to the best of my knowledge and understanding.
CNfv-les Orme Gplc
Please print and signa ,�,�Jme Title Telephone No.
No.
n Date
Street Address City/Town State Zip
Municipal Inspector to fill out this section upon application approval:
Name Date
i I
PITMAN &
WARDLEY
ARCHITECTS r,iC
CONSTRUCTION CONTROL AFFIDAVIT
April 14,2014
Building Renovation
1 Canal St
Salem,MA 01970
I,Peter F. Pitman, affiliated with Pitman&Wardley,Architects LLC submit that I,or a designated
representative,will perform the following professional services,as specified in the 2009 International
Building Code(including all Massachusetts Amendments) Section 107.3.4:
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 approve the quality control procedures for all code-required controlled materials.
3. To be present at intervals appropriate to the stage of construction,and complexity of the project,
to become generally fan liaaz with the progress and quality of the work,and determine to the
extent practical and possible the work is being performed in a manner consistent with the
construction documents.
Our observation during site visits will not relieve the Contractor or its Subcontractors of their
responsibilities and obligations for quality control of the work,for any design work which is included in
their scope of services(i.e. design delegation),and for full compliance with the requirements of the
Construction Documents, applicable rules,regulations and building codes. Furthermore,the detection
of,or the failure to detect deficiencies or defects in the work during our site visits does not relieve the
Contractor or their Subcontractors of their responsibility to correct all deficiencies or defects,whether
detected or undetected,in all parts of the work,and to otherwise comply with all requirements of the
Construction Documents.
Peter F. Pitman,Architect
Massachusetts Registration No. 8749
-32 CHURCH ST -
S A L E M
MASSACHUSETTS
0 1 9 7 0
978-744 - 8982 .
FAX 978-744-0400 •8749
893TON �
UA
�
� , �'�;3- � y -,� �,�-�- �
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,`� The Commonwealth of Massachusetts
4s,^� Department of Public Safety
y� Massadmsetts Statc Building Code(7S0 Cb1R)
Building Permit Application for any Building other than a One-or Two-Family Dwelling
� (This Stetion For Offici:il Use Onl ). � �
�Building Permit Numbcr: DaM Appiied: �Building Official: .
, SECTION 1:LOCAT[ON(Please indicate Block#and Lot k for locationa for which a street address is not available)
1 C�..�\ Sb 5,1,�� oi q�o rn� c�,r�,1 S�
No.and Strcet City/Town Zip Cude Name of Building(if applicable)
� � SECTION 2:PROPOSED WORK- �. � �
Edition of MA State Code used_ If New Construction check here O or check all that apply in the[rvo rows below
Existing 6uilJing❑ Repair❑ Altcration ❑ Addition❑ Demoli[ion (Pleasc fill o�[an1 submit AppendLr 1)
Change uf Use ❑ Change of Occupnncy ❑ �Other ❑ Specify:
� Are building plans aad/or constmction documcnts being supplicd ns part uf this permit application? Ycs ❑ No � �
Is an Independent Structural Engineering Pcer Revicw myuired? �1 Yes ❑ No ❑
Brief Description of Proposed�Wurk: R�i�-�ov[ e,\� �i.n�Ci_�OQ 'P'Pa�' p*� ' �
F�16�. -�un (��.T,� ►��c�+w�3 a � c�a Cv*�crtia �I�
�. SECTION 3:CO[v1PtETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR .
� � � � � CHANCE IN USE OR OCCUPANCY � � - � �
Check here if an E�sfing Building Investigation and EvaluaHon is enclosed(See 780 Cb1R�k) ❑ � �
' Existing Use Croup(s): Propused Use Group(s):
S@CTION 4:BUILDING HEICHTAND�AREA. � . � � '
� � Existing Proposed
No.of Fluors/S[ories(indude basement Icvels)&Arca Per Fluur(sq.ft.)
Total Arca(sy.ft.)and Tutal Hcight(ft.)
� � � '� SECTION 5:USE GROUP(Check as applicable)� . � � ��- � �
A: Assembiy A-I ❑ A-2❑ Nightclub ❑ A-3 ❑ A-!❑ A-5❑ B: 6usiness ❑ E: Educational ❑
F: Facto F-1❑ F2❑ kL• I-Ii h Hazard H-1 ❑ H-2� H-3 ❑ F4d❑ H-5❑
I: InstituNonal Fl❑ I-2❑ I-3❑ [-0❑ NL• Mercanflle❑ R: Residential R-1❑ R-2❑ R-3❑ Rd� �
S: Storage S�L ❑ S2❑ U: Utility❑ Special Use O and plcase describc below:
. Special Use�
SEC'CION 6:CONSTRUCTION TYPE(Check as a Plicable)
IA ❑ I6 ❑ IfA ❑ lI6 ❑ IIIA ❑ IQ6 ❑ IV ❑ VA ❑ VB ❑
SECTION 7:SITE INFORMAT[ON(refer to 780 CMR 111A for details on each item)� �
Trench Permih Debris Removal:
Water Supply: Flood Zone Information: Sewage DisposaL• �
Public❑ Check if uutside Fluod Zone❑ Indicate municipa!❑ �trench wifl nu[be Licensed Dispos.d Sitc❑
reyuired O or trench or specify:
Private❑ ur inJentify Zone: or on site system❑ ��rmit is endusel❑
Railroad righRof-way: F(azards to Air Navigation: � \I,\I.li�tr n Q,�nimi��,� n K.•,ic�q.l r ncss: .
Not Applicable� Is Structure wilhin airport approach area? Is their mview completed?
or Consm[to Build endosed❑ Ycs O ur Nu� Ycs❑ Nu ❑ �
SECTION 8:COY'1'ENT OF CERTIFICA'CE OF OCCUPAVCY
Edition of Code: Use Group(s): 'Cype uf Cunstruction: Occupnnt Luud per Flooc
Dues Nu builJing contnin an Sprinklcr System?: Spetinl Stipulations:
. �
.
SECTION 9: PROPEA'TY OWNE2 AUTHORtZATION �
Namcpttil�_`.Jf)�of ro cr �4��+.,�i0`^ —
� �� �1�� ��.CY`^ �lq�b
Namc(Prin[) No.and Strcet City/Town Z�p
Property Owner Cont�ct Information: .
(7.n1(\�.r ��6-�� �� S =
Title Tclephone No.(bushiess) "Celephone No. (cell) e-m.iil�ddress
If appliaible, the property owner hereby nuthorizes
Namc Street Address City/Town S[ate Zip
to act on thc ro er ownci s bchalf,in�ill malters rel�tive to work authurized b this build'ui ermit a lic.�tion.
� SECTION 10:CONSTRUCTION CONTROL(Please fill out Append'ui 2)�. �
If buildin is less than 3i,00U cu.ft.of endosed s ace and or not under Cunstruction Control then cheek here O and ski Section 10:1
1U1 Re istered Professional Res onsible for Construction Control � � �
Namc(Registran[) 'Celephone Nu. e-mail address Regis[ntion Number
Strce[ Addmss City/Tuwn State Zip Discipline � Expiration D.�tc
102 Geneml Contractor� � � � � � � �
('�arl e� C-c.�\�:,�.�- (��.•n,ra� C,ar��ack,-�+5 t.L C
Company Name �
���a<�� C�.l\G.,� �qa�a�
Natne of Persun Responsible fur Constructiun License No. and Type if Applicable
�7 (��tr��.v ��� !�F-rhhe.c `t� Dl�(ov
Street Address City/Tuwn , State Zip
1�-� �e �-2�� 6a�o c.c,\ �. � .GNc,�`eS Q�/Glv�. ean-
Tcic hane No. business Tdc�hone No. ccll c-mail address
SECTION 11:FVORI:1'.l`S'<.:O�iPIiNS;1'IIOV'INSUR:WCF.:\CFIDAVCC M.G.L.c.152. 25C 6
A 6Vorkers'Compensation[nsurance Affidavit from the b1A Department of Industrial Accidents mttst be completed and
submitted with this application. Failure to provide this affiii�vit will result in the denial uf the issu<�nce of the building permit.
Is a si�ned Affidavi[submitted with this a licatian? Yes❑ No ❑
� . � - � SECTION 12:CONSTRUC'I10N COSTS AND PERMIT FEE . �� � �
Item Estima[ed Costs:(Labor
�md Matecials) Totnl Constn�ction Cost(from Item 6)_$
�L6uilding � guildingPermitFce=TotalCunstruclionCostx_(Inserthere
� 2. Electrical $ appropriate municipal factor)_$
3. Plumbing �
�. Mechanical (HVAC) 5 Nute:\4inintum fce=$ (con[act municipality)
5. \lechanical Other � Enclose check � ible [u
P�Y�
6.Total Cost S �� �—�� (mntact municipality)and wri[e check number here
SECTION 13:S[CYATURE OF 6UILD[NG PERhtfC APPLICANT
By�nteririg my name beluw,I hercby attest undcr the pains and penaltics of perjury that all of the infunnation contained in this
applicalion is true and accurate to the est uf my knuwledge and understanding. �
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