133 HIGHLAND AVE - BUILDING INSPECTION :�
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� The Commonwealth of Massachusetts
=( ° Board of Building Regulations and Standards R 'CEI�, Y�F
� Massachusetts State Building Code,780 CMR �N$PE�T'1 �AL'��'��CE$
ev�sed Mar 2011
Building Permit Application To Construct, Repair, Renovate Or Demolish a
One-or Two-Family Dwelling 1015 �a �1 A ��° 00
This Section For Official Use Only -
.� Building Permit Number. �Date Appli �
� � �o�+ � li5
� (� Building O�cial(Print Name) � � Signature Da e
Ul !' SECTION I: SITE INFORMATION
� 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
� � �, 3 /'{/'�{t L/�.t/cl /'9'�/l�.
�— 1.1 a Is this an accepted street?yes (� no Map Number Parcel Number
� � 1.3 Zoning Information: 1.4 Proper[y Dimensions:
� Zoning District Proposed Use Lot Area(sq h) Frontage(ft)
� 1.5 Building Setbacks(ft)
QFront Yard Side Yards Rear Yard
� � Required Provided Required Provided Required Provided
O
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal� On site disposal system ❑
Check if yes0
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner of Record: �
j�yS-fATr P/�'S�GAJ 76�,z9,n � S/���"��/! I�I/�. L���/� �
Name(Pcint) �� City,State,ZIP
/ 3 3 /�/G,� ,�j.�.� �/� � 6i�7—�177-3538
No.an� Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK�(check all that apply)
New Construction❑ Exis[ing Building � Owcer-Occupied Q�- Repairs(s) � Alteration(s) ❑ Addition ❑
Demolition Accessory Bldg. ❑ Number ofUnits Other ❑ Specify:
Brief Description of Proposed ork2:
/
-'! -- / � \
SECTION 4:ESTIMATED CONSTRUCTION COSTS �
Item Estimated Costs: Official Use Only
Labor and Materials
1.Building $ '����� 1. Building Permit Fee: $ lndica[e how fee is determined`.
❑Standard City/Town Application Fee - �
2.Electrical $ ❑Total Project Cost}(Item 6)x multiplier x .
3.Plumbing $ � 2. Other Fees: $
� 4.Mecha�ical (HVAC) $ List:
5.Mechanical (Fire $ . � .
Su ression Total All Fees:$
f� Check No. Check Amount: Cash Amount
. 6.Total Project Cost: $ 3_j� ❑paid in Full ❑Outstanding Balance Due:
�aa- Lt� : � $I - � S�s -�5 31 R Dl�u�, w� v�tSA�L
.:.�
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SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) �5 D7�8, 7� $ /8 �
��4 �fj�/`�/� r ���/���- LicenseNumber E pirat�
Name of CSL Holder
7 �/ � List CSL Type(see below) �
C 8 J ^� S /� �J ��z r ly 1 T Descri tion
No.and Street �— Y� P
� //J U Unrestricted Buildin s u to 35,000 cu.ft.
L ���N����� /"l .�" � ��L/ R Restrictedl&2Famil DweOin
Cityll'own,State,Z1P M Mason
RC Roofin Coverin
WS WindowandSidin
� ��/ o 'q / SF Solid Fuel Buming Appliances
I�O�(��5� ���77JCJ�.V��c*.,vrl 1 Insulation
Tele hone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) /� !_ a�
fJ TbILltd LfY.r��ScAo�t� {�lOt!/v�✓ /�.v �ic4/�al ��� ✓�/ �l6
/[o � � � HIC Registration Number Ex ication Date
HIC om any Name o�H�IC egistr Na i�
Cy� �,v� sT J7�.�C� Ro7G�c��/J ,�.z�.As�n,� i ��C'o.�i
No.and Street Email addres��
wr���:� N1� I� 9a 7�i-8�8�8 3/�
C�wn,S[ate,ZIP Tele hone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers 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.
Signed Affidavit Attached? Yes ..........❑ No...........❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize�0l!'/Gt�rll�/-l.�v C 5G/JAfE IL It2D Gl�e iti`/ ���i�.ri /-li/�y�
to act on my behalf,in all matters relative to work authorized by this building perm�t application.���
L�x�.' )2r�/�=i - �i'�vr� l.i/r.v./�.��2 t (� /.�
Print Owner's Name(Electro �c Signamre) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By ente[ing-m�y name w,I hereby attest under the pains and penalties of perjury that all of[he informa[ion
co ained in[B' pplicatio is true and accur to the best of my knowledge and understanding.
_ r
,�
Prin wner's or Authorized A ame(Elechonic Signature) Date
NOTES:
1. An Owner who obtains a building permi[ro do his/her own work,or an owner who hires an unregistered con[ractor
(not registered in[he Home Improvement Conhactor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.eovrbca Infortnation on the Construction Supervisor License can be found at wcv.v,masti.�*ov/do�
2. When subs[antial work is planned,provide the informa[ion below:
Total floor area(sq.ft.) � (including garage,finished basemenUattics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/ba[hs
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project CosP'
;
.� , '
Dennis Colwell Architects, Inc. �nvoice
� 58 Burt Street Date Invoice#
Norton, MA 02766
12/29/2014 14099-2
ProjecT
Bill To BSPT Salem
Bay State Ph sical Th�..�... ...............�... .—..
y erapy
111 Willard Street, Suite 2A
Quincy,MA 02169
Terms
Due on receipt
Description Qty/Hrs Rate Amount
Archited- Constr�dion Documents Revisions 8 Phone Calls 1 130.00 730.00
Designer- Construction Documenis Revisions& Phone Calls 4 80.00 320.00
l 1x17 Stamped&Signed 3 0.00 0.00
24x36 Stamped & Signed 3 0.00 0.00
ElecTronic Plons 1 0.00 0.00
PosTage and Delivery 1 25.00 25.00
b
Please make checks payable to: Dennis Colweil Architecfs, inc. . T�ta� � $475.00
Phone# E-mail Web Site
� 508-241-2122 info@do-architecT.com www.do-architect.com I
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Y� ' • I
page
ProjeIX:BSPT-133 HighlandAve Salem MA � " � Dennis ColwellArchitects,Inc. � .
Location:Beam A:Over Ezercise NEW � �. www.dc-architect.com z �
Multi-Span Floor Beam � �-� � 58 Burt Street d �
(2009 Iqtemational Building Code(2005 NDS)) Norton,MA 02766 I
(3)1.751Nx17251Nx13.OFT '��.
2.7 E-3100F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 12/22t2014 123:33 PM '�
Section Adequate By:42.9% . �
Contro�ling FaGor DeFlection �
CAUTIONS
'Laminations are to be fully connected to provide uniform transfer of loads to ail members
DEFLECTIONS Cen er LOADING DIAGRAM 'i
Live Load 0:30 IN U514 i
Dead Load 0.10 in
Total Load 0.40 IN U387
�ive Loatl Deflection Criteria L360 Total Load Deflection Criteria: U240 �
REACTIONS A B
Live Load 4014 Ib 4074 Ib
Dead Load 1316 Ib 1316 Ib
Total Load 5330 Ib 5330 Ib
Beanng Length 1.19 �in 1.19 in
BEAM DATA Center
...—,-. ,-.;;:.�
Span Length � 73 ft ...._ -..... �._� .....„ .._ . .,...
Unbraced Length-Top 0 fl A +9n =g
Unbraced Length-Botlom 13 ft
Floor Duration Factor 7.00
Notch Depth 0.00 FLOOR LOADING Center �
MATERIAL PROPERTIES Floor Live Load FLL= 50 pst
2.tE-3100E-APAEWSiVLStressClasses FloorDeadLoad FDL= 15 pst
Base Values � ed Floor Tributary Width Side One TW'i = 6.1 ft
Bending Stress: Fb= 3100 psi Fb'= 3125 psi Floor Tributary Width Side Two NV2= 42 ft
Cd=1.00 CF=1.01 Wall Load WALL= 0 plf
Shear Stress: Fv= 285 psi FY= 285 psi
Cd=1.00 BEAM LOADING Cen er
Reduced Floor Live Load 50 psf
Modulus of Elasticity: E= 2100 ksi E'= 2'100 ksi Total Live Load 678 pif
Comp.-�to Grain: Fc-1= 850 psi Fc--�-'= 850 psi Total Dead t,oad 185 pif
Beam Self Weight 17 pif .
Controlling Mome�t: 17322 ft-Ib Total Load 820 plf
6.5 Ft from left support of span.2(Center Span)
Created by combining all dead 9oads and live loads on span(s)2
Controlling Shear: -5330 Ib
At right support of span 2(Center Spa�)
Greated by combining all dead loads and live loads on span(s)2 �
Comparisons with required sections: Reo'd . Provided
Sedion Modulus: 66.51 in3 17074 in3 �
Area(Shear): 28.05 in2 59.06 in2
Moment of Inertia(deflection): . 436 in4 622.92 in4
Moment: 17322 ft-Ib 28840 k-Ib �
Shear. � . -53301b 172221b
NOTES
CONNECTORS: 1!2"STAGGERED THRU BOLTS GRAOE A307 OR HIGHER OR 16D COMMON NAILS
BOLTING PATTERN: MINIMUM 2"FROM TOP 8 BOTTOM AND 2 1/2"FROM ENDS. STAGGER BOITS EVERY 12"(VERIFY WITH
MANUFACTURER.)
NAILING PATTERN: MINIMUM 2"FROM TOP&BOTfOM AND 2 1/2"FROM ENDS. (3)NAILS EVERY 12"(VERIFV WITH MANUFACTURER.)
CAUTION: DIFFERENTIAL SETTLEMENT MAYOCCUR BEiWEEN SAWN LUMBER AND ENGINEERED WOOD COMPOSITES. .
.. PROIECT:
GENERAL FOUNDATION S CONCREfE N07ES: ' '�
RENOVATION
1.SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OP 2 TONS PER SQUARE f00T,
,,, BAY STATE PHYSICAL THERAPY
2.IF BEARING MATERIALS W�TH A LOWER BEARING CAPACIN THAN 2 TONS PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS,THE UNDERLYING UNSUITABLE MATERIAL
SHALL 8E REMOVED AND REPLACED WITH SUITABLE MATERIAL TO BE APPROVED 8Y THE ENGINEEWARCHITECT. 133 HIGHLAND AVE. �
3.THE ARCHITECV ENGINNEER ASSUMES NO RESPONSIBILN POR THE VALIDIN OF THE SUBSURFACE CONDITIONS. �
SALEM MA 01970
4.NO FOUNDATION SHALL BE PIACED IN WATER OR ON FROZEN GROUND. �
5.FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECi IS COMPLEfED.
6.BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6'LIFTS OF 95%COMP'AC7ED GRAVEL AS APPROVED BY THE ENGINEER.
� PROJECT NUMBER: 7 4099
7.DO NOT BAIXFlLL EX�ERIOR WALLS UNTILI PERMANENT STRUCTURAL SUPPORT$(FRAMED FLOORS hND S1A85)ARE�N PL4CE.BRP,CE ALL WALLS AND GRADE BEAMS DURING BACKFIWNG.
8.CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR'BUILDING CODE REQUIREMENTS fOR REINFORCfD CONCRETE'AND'SPECIFICATIONS � ^� � � J
FOR STRUQURAL CONCRETE FOR BUILDINGS'. � r l � � � �_�
9. CONCRETE FOUNDATION WALL$AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OP 3,000 P.S.I.AT 28 DAYS AND 3,500 P.5.1.FOR SLABS,WITH A SWMP Of NO � � � � O
MORE THHAN 4'AND NR ENTRAINMENT OF 4-b%.THE USE OF CALCIUM CHLORIDE IS NOT PERMITfED.PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND � �� N U
MAINTAIN PROPER NRING PROCEDURES IN ACCORA�ANCE WITH hiE AG.I. F�� � O �� U
� � �, �
10.STEEL REWFORCEMENT SHALL CONfORM TO AS.T.M.615.GRADE 60 . 1 �
��
I -{��,
11.ALL CONCRETE SlABS ON GROUN�SHALL BE REINFORCED WRH 6xb-70/10(MIN.)WELDED WIRE FABRIC PIACED AT MID-DEMH,ORlS OTHERWISE SHOWN ON THE DRAWINGS. _ Q/J �
WELDED WIRE fABRIC REINFORCEMENT SHALL CONFORM TO AS.T.M.A185 AND SHALL LAP 6'MINIMUM OR ONE SPACE WRCHEVER IS IARGER,ANO SHAll BE WIRED TOGETHER.PROVIDE �
� U ^y �r � j..�
SUFFICIENT CHAIR OR SUPPORT BARS AS NKESSARY TO POSTION WELDED WIRE fABRiC. I I r T, •� O � U
I ����� r"' 3�-� 4-�
12.WHERE CONTINUOS BARS ARE CALLED FOR THEY SHALI BE RUN CONTINUOSLY AROUND CORNERS ANO LAPPED AT NKESSMY$PLICES OR HOOKED AT DISCONTINUOUS ENDS.LAPS
SHALL BE 40 BAR DIAMETERS,UNLE55 OTHERWISE SHOWN. WALL TO BE- I I �I � O N �
DEMOLiSHED �
13.NOTIFY ARCHITECf/ENGINEER POR INSPECTION OF COMPLETED INSTALtAT10N OF REINFORCEMIENT AT LfPST 24 HOURS PRIOR TO SCHEDULED PfACEMENT OF CONCRETE . � I I PATCH AND REPAIR � � � � � N �
14.PIACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS OR GRADE BEAMS SHOUfD NOT EX(CEED 60 FEE71N ANY STRNGHT LENGTH AND SHOULD HAVE A VERTICAL 2k4"KEY I FLOOR AND D MOL$�H D � I r , •� ^ ~
WITH CONTINUOUS REINFORCING(40 BAR DIAMETER MINIMUM)THRU THE CONSTRUCTION JOINT. I � CEIL�NG AS REQ'D � � r� � � N
15.ALL REINFORCING BARS SHALL BE COLO BENT IN ACCORDANCE TO iHE PROPER RADII ESTABLISHED BY THE AMERICAN CONCRETE INSTiTUTE.UNDER NO CONDITIONS SHALL HEAT BE 1 I � - � ~
APPLIED TO THE BARS TO OBTWN BENDS. - - - - - - - - - -- - � - OF� �,O CE i i OFFICE �l F4 E � � � N
16.THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONiROL CRACKING.SAW CU'T TO A DEPTH ONE-QUMTER OT THE DEPRi OP THE SIAB.SEE P(AN fOR lAYOUT. � � (� F..� p�
REMOVE EXISTING BEAM- �� I I I I i-� M� Q
17.DMAP PROOF ALL FOUNDATION WALLS BELOW GR4DE.OTHER THAN FROST WAlIS.. G.C.TO PROVIDE ANY NECESSARY �� i i � ' � � F+y L.�
18.GROUT TO BE NON-SHRMK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 P.S.I.AT 28 DAYS.USE CEMENTiT10US GROUTA$MANUFACTURED BY•Flve-srae � TEMPORARY BRACING W '��y O0
PRO�UCTS INC.,SIKA CORP.,FOSROC INC.'OR APPROVED EQUAL REMOVE WALL R --=TL__ _ I I I�_ � � � �
TEMPORARILY BRACE L -_ C__ _. �
REMOVE PORTION OF EXISTING BEAM - �,\ � U
ceNeaai Fw�nNc Nores: G.C. TO PROVIf�E ANY NECESSARY � REMOVE WAtL& O
EXERCISE P,REA TEMPORARY BRACING TEMPORARILY BRACE �
1.ALL FRAMING lUMBER SHALI BE HEM-fIR GRADE NO.2 OR S.P.P.(SPRUCE-PINE-FIR)GRADE NO.2 OtR APPROVED EQUAL(UNLESS OTHERWISE SPECIFIED) AND SHALL MEEf THE ��� OFfICE �i '
RE�UIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION.THE MINIMUM ALLOWABLE BENI�ING 57RE55(Fb�SHALL BE B75 P.S.I.THE MINIMUM ALLOWABLE COMPRESSION �
STRESS(Fc)SHALL BE 400 P.5.1.THE MINIMUM ALLOWABLE MODULUS OF EIASTICITY(E)SHALL BE 7,400i,000 P.S.1.OTHER FRAMING MATERIAL fOR INTERIOR NON-LOAD BEMING STUDS MAY � r� � A�'+� ' �
BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGWEER. � , �I ' �,�, �
2.ALL PRESSURE TREATEO(CCA TREATED)DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN PINE G3RADE NO.2.THE MINIMUM ALLOWABLE BENDWG STRE55(Fb)SHALL BE 1,050 P.S.I. II . • ' WALL TO BE III �
THE MINIMUM ALLOWABLE COMPRESSION STRE55(Pc�SHALI BE 565 P.S.L THE MINIMUM ALLOWABLE M70DULU5 OF EIASTICITY(t7 SHAlt BE 1,600,000 P.S.L � � � ' � .
I � DEMOLISHED �
3.ALL PRESSURE TREATED(CCATREATED)SOLID TIMBERS SHALL BE SOUTHERN PME GRADE NO.2(UNLE55 OTHERVJISE SPECIPIED ON DRAWINGS).7HE MINIMUM ALIOWABLE BENDING � �� .
SiRES$(Fb)850 P.S.I.THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE 375 P.S.I.THE MIMIMUM ALLOWABLE MODULUS OF ELASTICIN(t)SHALL BE 1,200,000 P.S.L . ____ __ _ _ w
, � -- --- - - - A
4.ALL'LVL'S'SHOWN ARE TO BE PARALLAMS OR MICROLAMS.THE MINIMUM ALLOWP.BLE BENDING STkESS(Fb)SHAll 8E 2,900 P.S.�.hIE MINIMUM AILOWABLE COMVRESSION SiRESS(Fc)
� PERPENDICUTAR TO THE GRA1N SHALL BE 750 P.S.i.THE MINIMUM ALLOWABLE MODULUS Of ELASTICITY(E)SHALL BE 2,000,000 P.S.I.AlL PPRALtAMS E(POSED TO THE WEATHER SHALL BE
PRESSURE TREATED(CCA TREATED�.INSTALL MICR04PM5 AND PARALLPMS IN ACCORDANCE WITH THE,MANUFACTURER'S INSTRUQIONS. �
Y �.___ - �� � �� 5.USE�"TONGUE AND GROOVE STRUCTURAI GRADE FIR PLYWOOD fLOOR SHEATHING, g EXfERIORt SIRUCTURAL GRADE FIR(C.D.X)PLVWOOD ROOF SHEATHING,AND %'EX�ERIOR
� STRUCTURAL GRADE FIR(C.D.X.)AT WALlS.All JOINTS$HALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.
OFF�CE
6.ALL EIRERIOR AND INTERIOR STUD WALLS TO BE 2x4 MINIMUM @ 76'O.C.UNLESS OTHERWISE NOTED. . � �"'
, 7.PROVIDE ADEQUATE WALL RESISTANCE TO RACKING BY DIAGONAL CORNER WIND BRACING ANCHORED TO SILL PIATES. n � � Il�i
8.PROVIDE SOIID BLOCKING @ 8'-0'�NTERVALS BETWEEN FLOOR JOISTS AND OR DOUBLE ALLlOISTS UNDER EAChI PARTffION �;� I� / / � � \ \
�V � � �� i
_
9.USE fULLV NAILED METAL CONNECTORS(TECO,SIMPSON OR EQUAL),JOIST HANGERS WHEN J0157S OR BFhMS FRMAE INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS - -�- � - � - - -�
AND BASES FOR ALL POSTS. � . I I I
10.FOR ROUGH WINDOW OPENINGS AND INTERIOR DOOR OPENINGS UP TO 3 FEET USE 22:6 HEAmER BEPMS.fROM 3 TO 6 FEET,USE 2-2X8 HEADER BEAMS,AND FROM 6 TO 8 FEEf 1 ' I
- USE 2-2z70 HEADER BEAMS,EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SPECIfIGVIONS.IF MI(CROLUMS OR PARALUMS ARE SPECIFIED ON PtANS,PROVIDE SOLID 4z4 POST - \ � \ / �� �
SUPPORTS FOR DOUBLE HEADERS ANQ SOLIO 4x6 POSTS FOR TRIPLE HEADERS,OR AS OTHEkWISE SPECIFIED ON THE PV+N. , � � �\ WALL TO BE I-I 'I
i l.ALL FRAMING TO BE INSTALLED IN ACCORDANCE WIiH$TATE BUILDING CODE REQUIREMENTS ANID GENERAL FRAAAING PRACTICE f5 DEfNLED IN THE'ARCHITECRIRAL GRAPH�C O � � O DEMOUSHED I I i
STANDARDS',8Y RAMSEY&SLEEPER _ � I '
12.ALL PLYWOOD FLOOR$HEATHWG SHALL BE GLUED d$CREWED TO SUPPORTING WOOD FRAMING MEMBERS USING PMERIGVJ PLYWOOD ASSOCIATION�AP.A)GLUED FIOOR OFF�CE OFFICE � OFFfCE I
SYSTEM.WOOD GW E TO 8E CONTECH,WC.PLd00 SUB FLOOR CONSfRUCiION ADHESNE,OR APPROVED EQUAL � 1 O 1 O8 I I 1 7 I
13.ALL WALL STUDS TO ALIGN WITH FLOOR JOIST$AND ROOP RAFTERS. I I
� �
14.THE CRO55 WALLS AND TIE BEMAS ARE TO PROVIDE THE LATERAL RESTRAtNT FOR THE BUILDIN6S AMD SHOUID BE SECURELY ATfACHED AT EACH END AND OR TO THE EX�ERIOR WALLS F I RST F L�.00 R D EMO LITI O N P LAN � �
15.BUILT-UP BEAMS(3 PIECE MAXIMUM)USING CONVEMIONAL FRAMING LUMBER SHALL BE FULLY SPIIKED TOGEfHER WITH 2-1 OD NAIIS AND PARALLPMS,OR MICROLUMS WITH 2-76D $CALE: 1/4" = 1"-O" --
NAIIS(iOP AND BOTfOM)AT 12'O.C.,OR AS OTHERWISE NOTED ON THE DRAWINGS,OR A$RECOtMMENDED BY THE MANUFACTURER FOUR PLY.BUILT-UP BEAMS TO BE THRU-BOLTED
WITH 2�DIMAFTER BOLTS AT 16'ON CENiER. � .
16.ALL NAILS,fFSTENERS AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GANANIZED. �
17.THE FLOOR JOI5T5 SHOWN 15'A75'ARE WOOD'I JOISTS'AS MANUFAC7URED BY BOISE ClSCADE.THE INSTALfATION,BIOCKING RIM JOISTS,OPENINGS THRU WEBS,HEADERS,WEB
STIFFENERS,EfC.,ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.PROVIDE DESIGN AND IAYOUT DRAWINGS BY THE MANUFACTURER AND SUBMIT `�
TO THE ENGINEER. �
�� GENERAL STRUCRIRAL STEFL NOTES:
7.ALL STEEL SHALL BE NEW STEEL CONFORMING TO THE AI.S.C.SPECIFlCATIONS POR DESIGN,FABRICATION AND ERECTON OF STRUCTURAL 57EEL FOR BUILDINGS AND AS.T.M.-GRADE �
36.
2.AlL SCHEDULE 40 OR 90 PIPE SHALL BE NEW STEEL CONfORMING TO THE AI.S.C.SPECIFICATIONS fOR DESIGN,FABRICATION,AND ERECTION OF STRUCRIRAL STEEL POR BUILDINGS .
AND AS.T.M.SPECIFICATION A53,TYPE'E'OR•S',GRADE'8',WITH A MINIMUM YEILD STRE55 OF 35 KSI. $7pk,p; 1
3.ALL'TS'DESIGNATED TUBE$HALL BE NEW STEEL CONFORMING TO THE A,I.S.G SPEQFICAilONS FOfR DESIGN,FABRICAiION AND ERECf10N OF STRUCRIRAL STEEL FOR BUILDINGS AND � �ED ARp
AS.T.M.SPECIFICATION A500,GRADE'B',WITH A MINIMUM YIEID STItESS OF 46 KSL . �\5�� COL e�T�
w o�,
� 4.ALL SHOP AND FlELD WELD$SHOWN SHALI BE MADE BY APPROVED CERTIFIED WELDER$AND$HALL(CONPORM TO THE AW.S.CODE fOR BUILD�NGS.ALL WELDS SHALL DEVELOP THE Q�� �5 �
fULL STRENGTH OF THE MATERIAL BEING WELDED.USE E%X 70 ELECTRODES. � r. /O /�_� '� � �
5.NO PERMANENT CONNECiIONS SHOUID BE MADE UP UNTIL THE STRUCTURE HAS BEEN PROPERLY/4LINGED.PROVIDE TEMPORARY BRACING AS REQUIRED. � � ;'//f` � NORTON �
� �� � 2i MASSACHUS
6.SUBMIT THREE COPIES OF SHOP DRAWINGS TO THE ARCHITECf/ENGW EER SHOWING SETfING PlAM15,ERECTION PlANS,ALL DEfAII$AND SIZES OF MEMBERS INClUDING ` � yP�
CONNECTIONS AND ALL ENGMEERING CAICUTATIONS.STEEL FABRICATOR IS RESPONSIBLE FOR fINALL CONNECTION DETAIlS AND DESIGN IN ACCORDANCE WITH THE MINIMUM � . ��q�TM ��.pP`'
REQUIRMENTS OF THE LATE57 EDITION OP THE A.I.S.C.DETNLING MANUAL � ' ,
7.CONNECTION BOLTS TO BE %DIMAETER HIGH STRENGTH,AS.T.M.A 325.PRONDE A MINIMUM ODF 2 BOlTS VER CONNEClION.USE y MINIMUM GAP PLATE OR B0.5E PfATES FULLY , � � � ���� �
WELDED ALL AROUND AT COUIMNS WRH A %6 FILLEf WELO,OR AS OTHERWISE SPECIFIED ON THE DRAWINGS.
B.ALLSTEELSHALLHAVEPNOCOA7SOFRUST-INHIBITIVEPRIMERPAINT.TOUCHUPALLWELDS,SCRATCHESORSCRAPESINPNNTAFfEREREC7ION. DEMOLITION PLAN NOTES - GENERAL PERMITTI�VG � LOCAL REQUIREMENTS � �
9.WELD ALL STEEL CONTACT SURFACES(OTHER THAN BOLTED CONNECiIONS)WITH A CONTINOUS 3/je(MINIMUM)WELD. � (NOTES ARE NOi KEYED ON DRAW WGS) . , bSUE: DATE:
. (NOTES ARE NOT KEYED ON DRAWINGS)
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10.PROVIDE A Yj DIMAETER WEEPHOLE AT THE BASE OF ALL TUBE AND PIPE COLUMNS. THE CONTRACIOR SHA1L VERIFY ALL CONDITION$AND DIMENSICON$IN THE FIELD,AND ,. � ISSUE FOR PERMiT 10.29.Y014
PROMPRY NOTIFY THE ARCHITECT M WRITING OF ANY AND ALl CDISCREPANCIES OR G.1 ALL CONSTRLICTION IS TO COMPLY WITH ANY AND ALL APPUCABLE LOCAL AND STATE BUILDING CODES. New C.M.u.wa.i
UNFORESEEN CONDITIONS.
GENERAI NOTES: � G.2 EACH PRIME SUBCONTRACTOR IS RESPONSIBLE FOR OBTPJNING AND PAYING FOR REQUIREO PERMITS AND REVISION-1 12.2b.2014
1.GENERAI CONTRACfOR SHALL INSPECT THE SITE AND$HALL BE FAMILIAR WITH ALL CONDITIONS AND WITH IJMITATION OF THE CONTRACT AND SCOPE OF WORK. $CHEDULING RE�UIRED iNSPECTiONS UNIE$S DIRECTED OTHE2WISE BY OWNER.
ALL E%ISTING CONSTRUCTION SHOWN AS DfSHED AND NOTED SSHALL BE DEMOLISHED
2.All CONTRACTORS SHALL ENSURE THAT ALL WORK AND MATERIALS SHALL COMPLY WITH ALL PIRE SAPETY,HEALTH,LOGV.AND STATE BUILDING CODES,MID SHALL BE RESPONSIBLE POR AND REMOVED COMPLETELY INCIUDiNG ALL ASSOCIATED ANCHCORS,F/STENERS, G.3 GENEWU.CONTRACTOR SHALL ERECT TEMPORARY BARRIERS,WARNING SIGNS,CONSTRUCTION FENCING ETC.TO NEVJ BRICK WALL
� HANGERS,PIPING,CONDUIT,DUCNJORK EfC..UNLESS NOTED G�THERWISE. . MNNTAIN A SAFE WORKING EM/IRONMEM.
� ALL PERMITS.
G.4 CONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE DISPOSED OF IN A LAWPUL AND TIMELY MANOR. r - -- -- - - --'
� 3.THE CONTRACTOR SHALL FlELD VERIFY ALL DIMENSIONS AND ELEVA710N5 BEFORE PROCEE�ING WfTM WORK COMRACTOR MUST PROTECT,BRACE,AND TEMPORARIIY SUPPODRT ADJACENT SURFACES �� � epsnN�wnuro e�eeMoveo
� AS REQUIRED TO ALLOW FOR DEMOLITION WITHOU7 CAUSING CJAMAGE i0 REMNNING G.5 CONTRACT02 SHAIL PROTECT ALL REQUIRED MEANS OF EGRESS THROUGHOUT ENTIRE CONSTRUCTION PERIOD. ' ' �- - -- -- -- - -�
4.ANY ERRORS,AMBIGUITIES OR OMISSIONS IN DRAWINGS OR N07E5 SHALL BE REPORTED TO THE AfdtCHITECT fOR CORRECTION OR CLARIFICATION BEFORE ANY PART OF THE WORK IS $TRUCTURE. . ��S_
STARTED. G.6 CONTRACTOR SHALL BE RESPONSIBLE FOR THE BRACING AND SHORING OF THE STRUCTURE THROUGH OUT THE �
5.CONTRACTOR SHALL PERIODICALLY REMOVE FROM THE PREMISES Ali RUBBISH AND DEBRIS. ENTIRE CONSTRUCTION PERIOD. � EwSnNG wul TO ner.ww DRAWING$GIE: 1/4" = 1'-0"
ALL WALLS,FLOORS,AND CE�LINGS THAT ARE SCHEDULED TO RENA/ilN AND ARE
6.ALL FlNISH MATERIAL SHALL BE STORED 50 IT IS QEAN AND FREE PROM STNN OR DISCOLORATION. AFfEQEO BY DEMOUTION WORK SHALL BE PA7CHED AND FINISHIED AS REQUIRED TO �'��,
MATCH EXISTING.AlL REPNR WORK SHALL BE APPROVED BY ARCH�ITECT AND OWNER. '� DRAWN BY: JTN CHECKED BY: DMC '�
7.THE PRESENCE OF ANY HAZARDOUS MATERIAL MUST BE REPORTED TO THE OWNER IMMEDIATELY. I '�
8.THE CONTRACTOR SHALL SUBMIT REQUIRED SHOP DRAW WGS,FINISH AND OR COLOR SAMPLES ANIID EQUIPMENT CUTS PRIOR TO INSTAllATION TO THE OWNER iORAPPROVPl BEFORE PRIOR TO STARTING$ELECTIVE DEMOLITION WORK,COORDIt�ATff WITH NEW �i DRAWING TITLE: �
CONSTRUCT�ON BEGINS. CONSTRUCTION TO EVALUATE ANY POTENT�AL CONFIICTS.NOTIIFY ARCH{TECT OP �
CONFUCT PRIOR TO STARTMG DEMOLfTION. ,
9.THE ACCEPTANCE OF THE CONTRACT CARRIES WITH IT A GUARANTEE ON THE PART OF THE CONTR.tACTOR TO MAKE GOOD ANY DEPECTS IN WORK AND WORKMANSHIP FOR ONE . DEMOLITION PLAN
YEAR FROM COMPLETION OF THE ENTIRE CONTRAC7. '
CONTRACTOR SHALL PROTECT ALL REQUIRED MEANS OF EGRESS THROUGHOUT ENTIRE GENERAL NOTE$
10.GENERAL CONTRACTOR IS TO COORDINATE WITH ALL EXISTING CONDITIONS AND TO PRODUCE A4 FIRST-CIASS INSTALfA710N. CONSTRUCTION PERIOD. � .
11.GENERAL CONTRACTOR SHALL CARRY ALL INSURANCE,SATISFACTORY TO ONRJER ALL REMOVALS SHALL BE DEEMED THE PROPER7Y OF THE CONTRACiOR UNLESS � '�.
OTHERWISE NOTED. DRAWING NUMBER: '�..
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GENERAL CONSTRUCTION NOTES DEMOLITION GENERAL NOTES PERMITTWG & LOCAL REQUIREMENTS WALLS LEGEND
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� ISSUE FOR PERMIT 10.23.2014
REVISION-1 12.26.2014
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BEAM SCHEDULE DRAWINGSW.E: 1/4�� - ,�_o��
I.D. QT. DIMEENSION LOCATION MATERIAL MANUFACTURER DRAWNBY: JTN CHECKEDBY; DMC
A 1 (3)1 J;5 X 11.25 OVER EXERCISE AREA 2.1 E-3100F - APA EWS LVL AS SELECTED BY G.C. ow,�nNcrmF:
B 1 (2)1.7!5 X 11.25 OVER HALLWAY 2.1 E-3100F - APA EWS LVL AS SELECTED BY G.C. FIRS7 FIOOR PtAN
1 DETAILS
DRAWING NUMBER:
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