Blueprints 1998- - - _- _2
-10 GENERAL rTiym!:
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Mi VITTEM I MI CM,!j
M "JMID MNIM, M rif."J�4 A Ur 1% U!"I P-0-S
121-91 41-01 Of 41-0? TMi- a P' 1`14M PC PtP!YTM, (r. TtC '3 EIV
2 9).-I-1
GENE
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M-MM"I'm M OM DE rjyr= nr anor-8 MI
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M flr�"T rel"r M trf SM MI 1.) STRUCTUIRAL DRAWINGS ARE TO BE USED WITH THE ENTIRE, ell -,U
V. M-M
SET OF DRAWINGS.
Win V.
2.) ALL SAF'::-Ty REGULATIONS ARE TO BE STRICTLY FOLLOWED.
swx rpvTns nr, De 007-IL m mcm, sirut P,
•METHOD2�j OF CONSTRUCTION AND ERECTION OF STRUCTURA L
M VU VEM Y AT PC SM. Al MW
MATERIALSIS THE CONTRACTOR'S RESPONSIBILITY.
CONSULT Mr-S.7n r-x=-w rcr, canxim r ".Aml
-"INEER IN CASE OF QUESTION MIDI ro r-"SWTrT,. ir , n c n t a v.
a THE EN(-"
4b lob 3.) THE COI (TRACTOR IS RESPONSIBLE FOR DISSEMINATION OF ALL r-ITA-11I a` De. ff-%" MT Sm"Walt- V71I MI Tf,20
M. VMS VU r_ A."Ilza ly nr � 7M AT
am .. mom douffma"M REVISION(.S AND REQUIREMENTS TO THE SUBCONTRACTORS. AIL r TI'Mrn tly 1""
TIC SM cr nc Vxx M V. Man
REASONA8LE CARE HAS BEEN TAKEN IN THE PREPARATION OF Vint TIC r.!W Cr "4 F1.2 =.
.4
_j{ . ALL DRA1101INGS AND SPECIFICATIONS. HOWEVER THE ENGINEER
{ ►�u DOES Nc.')T GUARANTEE AGAINST HUMAN ERROR AND FOR THAT
ZO REASON IT IS IMPERATIVE THAT THE CONTRACTOR SHALL
R.EVISIONS
CHECK A�LL DIMENSIONS AND DETAILS AND MUST VERIFY ALL
l A . �, CONDITICINS AND DIMENSIONS AT THE BUILDING. ALL
DISCREP!`t(=IES SHALL BE BROUGHT TO THE ATTENTION OF THE DATE CHANGr,
L NO. BY
BEFORE PROCEEDING.
ENGINEE'
4b M
1 e
j 41, 410, P (-ENEr,.AL f�Ev*IONS
CONCRF
t _ - tit
r 1.) ALL CONICRETE WORK AND MATERIALS SHALL COMPLY WITH
Cq{ �THE SPE'CIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
(ACI 301.-89).
C4 2.) ALL CON(CRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH
{ 'a '► { oOF 3000, PSI, WITH MAXIMUM 1 INCH AGGREGATE AND MAXIMUM
r : M ` I { - 6 7o AIR ENTRAINMENT FOR EXTERIOR CONCRETE EXPOSED TO
MOISTUR1z'
'IFORCING STEEL SHALL BE DEFORMED BARS OF NEW
3.) ALL REIN
C
'NOW0.00 am 4000muft -,woo'
BILLET ":z*TEEL CONFORMING TO ASTIA A 615 GRADE 60..
T
ru
Olt 4.) CONCREi E COVER OF REINFORCING BARS SHALL BE AS
FOLLOWS::
CONCRETE PLACED DIRECTLY AGAINST EARTH.
_ ,►• { p► �' ' o At A. 3" A' r. 0
B 'T ALL OTHER LOCATIONS.
off too r 211 A
5.) NO HOR!:70NTAL CONSTRUCTION JOINTS ARE ALLOWED,' UNLESS
0
F { �/ �, / \ SPECIFIC'ALLY SHOWN ON THE DRAWINGS OR ALLOWED IN•
WRITING 'BY THE ENGINEER.
till
IZ4
SHALL M.
41400"x4l-C x12" (k 0
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T14 D-S'S EACH WAY " . 1 � � � . � CD
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17 L 4 1Z) 3/4 31=11 1 4 �-o 3/411
MAk,
lot. - , ` - ____6 E FUT-TATIM WILL 2C)
I L 0
r -i r WSTM5 TVIM3 FOUNDATION5
Alto V x 24t FM!3 OVID) r r
1 THE ALLC)WABLE PRESUMED SOIL BEARING CAPACITY IS r)
C MU
E co
2000 P�zj-7 0 r� .. 's
11 MI, "o
UICTION.
Jj NEW BASEMENT CONSTR WHICH IS TO BE VERIFIED IN THE FIELD BEFORE 00
V
En
2.) FOOTING tko
4 " MrJO F= SLNi i c4 SHALL BE CARRIED TO LOWER ELEVATION THAN 0
05 V/ 6M_ PMY WPM WMER 4�
C4 01 M 4_4•0__01 L j ti •► { i_j SHOWN ON THE DRAWINGS IF REQUIRED TO REACH. PROPER UU 0 K
.0-00 _-.6- --I I __ __ - -G
OM, 3/4 SMV9Z TASE BEARING CAPACITY.
1 -S >1
0 It Ro 0 FESS11
WALLS A(:,-TING AS RETAINING WALLS SHALL NOT BE 0
BACKFILL,', l i I �» �V-1 5/fT)" :--D WITHOUT BRACING UNTIL'ALL SUPPORTING SOIL
«� , { - I ,, AND SLA►r:":')S ARE IN PLACE AND AT ADEQUATE STRENGTH. Q
0
4.) COMPACT- ALL FILL UNDER FOOTINGS AND SLABS TO 95 % 4-4 9 4 4 00
0 '4 g) t44 0
MAXIMUM DRY DENSITY AND VERIFY. - CC
Alt UNEXICAVA7D �� - C�
-"1 177
0 4 cz C:8
_.i i �`
FRAM I N G -1-M, BK 0
Ct
Jet
KILN DRIED 19% MAXIMUM
�' ' °, { i o 0 1.) ALL FRAk-AING LUMBER SHALL BE
• i r) MOISTURFCONTENT. LUMBER SHALL MEET AS A MINIMUM THE V)
_ - % FOLLOWIIIII DESIGN VALUES FOR "SPRUCE -PINE -FIR":
NEW ' GARAGE j
A. 2
X STUD CONSTRUCTION GRADE Fb=800, Fv=70, Fc=750
t
4* CtrV_V FL[Fr, B. 2x -JOISTS/RAFTERS NO. 1 GRADE Fb=1 150, Fv=70
C
pEr, Fv=65, Fc=675
i/� PCLY W-0m, -r C. PC'
to, _V1*--;TS NO. 1 GRADE Fb=00,
AS 2.) ALL F 7ENING OF FRAMING, PLATES, SILLS, SHEATHING AND �"' W
c� ( ° { _ �.,� �, . �`} t 66 x 66 Y-VAL
GVEP. CO.77f.r.,TU
got OTHER \�POOD MEMBERS SHALL 1'3E IN ACCORDANCE WITH THE LiJ
{ - __- --- _ --- ---__ _ r
>
DETAILS .SHOWN AND MINIMUM REQUIREMENTS OF THE
lot MIASSACHIUSETTS STATE BUILDING CODE. � C�
[:3
✓ i i t i j { { - 3.) CONNEC70RS SHOWN ARE AS MANUFACTURED BY SIMPSON
II "I UI wow ludoww"
C*4 0,511 1 3
1113 L t _15 STRONG -'TIE CO. INC.
1:1 W-4 1/6 - SUBSTITLITIONS MUST BE APPROVED IN
✓.0-00 11 A I G 7
F Iii-I ✓ I. I
WRITING BY THE ENGINEER. IN,"'
U. L t- !iALLATION OF ALL CONNECTORS
i { Ij SHALL BE IN STRICT ACCORDAN(.,\,E WITH THE MANUFACTOR'S
INSTRUC71ONS AND MUST EMPLOY ALL REQUIRED FASTENERS.
%UMMI z:
1/ 4.) ALL CONINECTORS SHALL BE Hrr
r DIP GALVANIZED.
'JII 5.) INSTALL :,ALL CONNECTOR FASTEHERS BEFORE LOADING THE • JOINT.
" - o, -L___J _ Alto 6. SPLIT WOOD IS NOT ACCEPTABLE FOR ANY CONNECTIONS. r-� � �
, { 7. ALL EXPI,)SED FRAMING MEMBERS SHALL BE TREATED PER AWPA
z
✓ C2/C9/ CCA 0.25 AND MEMBERS IN CONTACT WITH SOIL SHALL <1
4PI
000 CCA 0.60. JOB SITE FABRICATION
1-000 BE TRU�7,ED PER AWPA C23/C24
CUTS ANL) BORES SHALL BE TREATED IN ACCORDANCE WITH
i - - AWPA STD Mj4o
- /8.) ALL MANI:JFACTURED LVL WOOD FRAMING COMPONENTS SHALL
<:
> 166�11ij FOLLOWING PHYSICAL PROPERTIES AS A MINIMUM:
HAVE THf-_
i Fb=2900, Fv=240.
E=20xl C 6 sit
A 9.) ALL PLy"io.gi) SHALL BE APA PERFORMANCE RATED PANELS
Pit, x
LIJ
CONFOR10ING TO THE FOLLOWING MINIMUM REQUIREMENTS':
- � - - i D A. FLOOP.- STURD-I-FLOOR T&G, EXPOSURE 1. 5/8",SPAN
RATING 16
► B. WALL SHEATHING- EPOSURE 1, 1/2
"SPAN. RATING 16".
- ..�EXPOSURE 1 1/2 SPAN RATING 16".
C. ROOF SHEATHING
to
40 WOW
l� r t Sol
NT
Tl�IE
OUTH BuILDINGDEPAR
TOWN OF DARTM
r-" lclov�_Nj wer-4-LL
SCALE-. 1/2 11 1 1.0 W This plan has been reviewed and accepted as a record copy of work proposed
t j
low SCALE: 1/2 to be performed in compliance with 780 CMR 6TH Edition . The owner,
0 W
F-1 applicant/agent and/or architect/engineer is responsible for insuring final -_)
j -mentioned code notwithstanding C3
compliance with the above ithstanding any errors or 04
CL
0
7 , P _' I __^
L:
r LD\
114
FF,r
A�' l�N
./ { -
omissions in the record plan. Any change in owner license contractor
'� ( t -�- or engineer must be reported to this office immediate
ly. Any change in
l p plan must be submitted -to this office ip a tir�yima ner.
KEY. PLAN
SCALE: N.T.S.
H.J. BISHOP &c. SON
105 HILLMAN STt,�EET
NEW BEDFORD, MA 02740
TEL: (508)-992= 7338
FAX: (508)-996 -4969
UCTION CONTR
CO.
W ,R Sec. 116.0
SHZET TITLE
TIP OF DARTE1, ['""M
r
RE__'C-r0P1"i'D iEW
hi
Copy Of This Endo • oed
Plan Must Be Kept Or, ite
During ftVtdigt' g
Date I
G.C. VRALL COORD'i'wMTE STRUCTUPM., �RCHIITECTUVWI AND
C0'-'-k1DM.0%N1S PRIOR TO PRE7.0IRMINIG M
A
BOARD OF APPEALS
Case#
V III,
DRAWN BY:
CHECKED BYi
FouNDATio1\1L I
CSTM. PROJECT Vii
DATEi
SCALE: 1/4 Ic V-00
DOUMV. ING NO,
Oct.
S HTE E T 2
-7
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0.00 1
03
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TEAT TF? 'Y ' E ' L? i IT is Tw- '' iTY a- TES
CL'fR."M. TO Oa,T3 E^,lui' fIi''' '� tt"
V('��jS��S�!�('a f!m TO l�^1K'3TT TII/` , T`vO+. I"�!t SITE .CL�`"`({I'��
TF' C�'.�. Ci"Ii^.�TO'' S3�"w.l tr"1T 3i.E''►t" �L?
M.. -JT V :fit. VE Y AT TtC SITE -#A LEVMS
,r -7" 'TS r �':°�' fO? CQ'"�.ETE f�aT*".�.�TT71
I;ETI" S TM 1m, SPECi'Ic.14.! LY c n %
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REVISIONS
M l ^ •p• r
_ IN
' K DATE BY CHANGE171
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KEY PLAN
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• SCALD`
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N t 2 STR I P VENT
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ALUMIN, DRIP E:D
ALUMIN GUTTER
1
SEE FLOOR PLAN
M _
�-41 /2 INSULATION p
t R —13 W
2X4 STUDS 16" Q
O.C. :I
3--1 2"
x � - ```•� - INSULATION
/ r3 •
ao R-13 Z
1 /2 PLW00DCL
co 15f FELT
X SIDING
co
C MA SHALL T
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EXISTING
INSULATION
ON �
R --13 •� Ln Q
2X4 STUDS Q 16"'
O.C.
3-1 /2 INSULATION
R-13
1 /2 PLWOOD C�
15 , FELT '
f
SIDING.
00 SHALL MATCH
EXISTINGdb
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O aYP IC -AL C R 0 S S 0:
Vv I
,
I , I0 r r r rH.J. BISHOPSON �.
105 HiLLMAN STR::ET
x
o _ c I NEW BEDFORD
, MA -12740
00
12 � :.i
Ll
2-2X 1 �'
• _ . ` 1 � TEL:(508)--992—/ 338
508 994 --.,
�, �----- �--� ---� FAX: 49 69
N ; _l_ _--i j -- �_ _ _f� 1 SKEET TITLE=
-1 t N F
1
N L .J L 1
cr'FIRST & S Ok'D
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C-3
co
FLOOR F R A 1A
I N G
r I
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LO fit R 0
r iam
C1J , 1/ i%
I I IPUT
n, _ L J A COPY Of THIS EndorsedC)
CHECKED BY=
cu
Plan Must Be Kept 0n Site
�, During Con C �Q CSTON.. PRWECT _,9
, Date R 1998"ZIP
DATE
SCALEt
11-00
CONSTRUCTION
cu
CONTROL
p 780 CMR
Sec.
m _ 116.0 DRAWING N3.
SCALE 3/16 1 0
J .
\VZIFY ALL EXiMi !(; CO''WONS PRM TO G.C. SHRIL COORDINATE DATE STRU :TUB., tRCHITECTURAi., ��'D
CONS ICTION AND ORDUZNG EXISTiC0181DM0"6 PRIOR TO PR70PRIMIG MY WORK.
SHEET 2 OF
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- REVISIDN� :,
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GENERAL (COTES: -
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. �- 1 ! GENERAL --
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CONCRETE
� f ' ; - -FRAMING L I .
� >. -
C�
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1.) STRUCTURAL DRAWINGS ARE TO BE USED WITH THE ENTIRE 1.) ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH �7
- mmw�_0_-.)
THE SPECIFICATIONS FOR STRUCTURAL CON 1 •) ALL I'7RAMING LUMBER SHALL BE KILN DRIED 197 MAXIMUM
x i SET OF DRAWINGS. CRETE FOR BUIL I - � D NGS
AC! 301-89 . MOISTURE CONTENT. LUMBER SHALL M
x C EET
2.) ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. ) AS A MINIMUM THE v
2.) ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH FOLLOWING DESIGN VALUES FOR SPRUCE--PINE-FIR":
r> METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL A. x - -
. MATERIALS THE CONTRACTORS RESPONSIBILITY. CONSULT OF 4000 PSI, WITH MAXIMUM 1 INCH AGGREGATE AND MAXIMUM 2x STUD CONSTRUCTION GRADE Fb=800, Fv=70, Fc=750
6 % AIR ENTRAINMENT FOR EXTERIOR CONCRETE EXPOSED TO B. 2x JOISTS RAFTERS NO. 1 GRADE Fb=1150, Fv=70 0-
• ao f AN ENGINEER IN CASE OF QUESTION. .
Q ► MOISTURE. C. ,POSTS N . 1 GRADE Fb=800, Fv=65, Fc=675. .
__-_ _1,- ;.fl.i�..�
3. ALL REINFORCING T 2.) ALL ASTENING OF
. ►---
S EEL SHALL BE DEFORMED BARS OF NEW FRAMING, PLATES, SILLS, SHEATHING AND
" - BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60. OTHER WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE
I i
.) CONCRETE COVER OF REINFORCING BARS SHALL BE AS DEf1�•��LS SHOWN AtJD MININ'UM REQUIREMENTS OF THE
t FOUNDATIONS ,
, ': 1.) THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY IS FOLLOWS:
I.
MASc;ACHUSETTS STATE BUILDING CODE APENDEX M.
2000 PSF, WHICH IS TO BE VERIFIED IN THE FIELD BEFORE
A 3 AT CONCRETE PLACED DIRECTLY AGAINST EARTH. 3.) CONI,IECTORS SHOWN ARE AS MANUFACTURED BY SIMPSON H • J. B
ISHGP 8c S 0%T
�- CONSTRUCTION. S•
2 AT ALL OTHER LOCATIONS. STROiNG-TIE CO. INC. SUBSTITUTIONS MUST BE APPROVED IN
2x12'-s @ 16" O.C. 2.) FOOTING SHALL BE CARRIED TO LOWER ELEVATION THAN 5.) NO HORIZONTAL CONSTRUCTION JOINTS ARE ALLOWED UNLESS WRITII`�G BY THE ENGINEER. INSTALLATION OF ALL CONNECTORS 105 HILLMAN S REET
SHOWN ON THE DRAWINGS IF REQUIRED TO REACH PROPER SPECIFICALLY SHOWN ON THE DRAWINGS OR ALLOWED IN SHA BE IN STRICT ACCORDANCE WITH THE MANUFACTOR'S N � .A 02740 EU BEDFORD M,
. INs r. ,
. `►rRITING T UCTIONS AND MUST EMPLOY AL
x _ BEARING CAPACITY. BY AN ENGIN L RE EER. 4• ALL QU RED FASTENERS.
' 3.) COMPACT ALL FILL UNDER FOOTINGS TO 98�o MAXIMUM DL-NSIiY 6.) A•LL GROUT FOR BASE PLATES SHALL BE NON -SHRINK AND CONNECTORS SHALL BE HOT DIP GALVANIZED, - TEL: 508--99e_-7338 I HM.
5. INSTI�,u A � )
. '. -I *. 9'I1. \. �.�1,1 . . -. 7r-I=
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LL CONNECTOR FASTENER
. 0 � �. � - � � AND VERIFY. NON- " S B F •
_ N METALLIC, `rITH A MINIMUFr! COMPRESSIVE STRENG E ORE LOADING THE JOINT.
' TH OF SPLI i 1NOOD IS NOT ACCEPTABLE FO FAX: (508)-99/-4969 . 6• _ R ANY CONNECTIONS.
L .
I �
�'-�, - s -
7. ALL .EXPOSED FRAMING MEMBERS SHALL BE TREATED P
i i� i .) REINFORCING BAR EMBEDMENT LENGTH STANDARD HO ER AWP
_ N l " OK C2 C:9 A
1 MASONRY 1 12 12 / • CCA 0.25 AND MEMBERS IN CONTACT WITH SOIL SHALL .
i s � 5 12" 12" .
BE T,�? TED PER AWPA C23 C24 CCA 0.60. JOB SITE FABRICATION
" " CUTS AND BORES SHALL B TREATED IN ACCORDANCE WITH
I x s 1.) MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIRMENTS 6 12 12
O j _ 1 .
. STRENGTH OF MASONRY f'm= 1500 PSI. 7 16" AWPA. STD M4,
- ...... . � � i.. L I . 16 8. A I, SHEET TITLES .
. 2.) VERTICAL REINFORCING OF MASONRY WALLS SHALL EE AS 8 n ) LL ��fANUFACTURED LVL WOOD FRAMING COMPONENTS SHALL .
. . . . .�I
- 20" 18» HAVE TH ,
INDICATED ON THE DRAWINGS. IAONRY UNITS 9 26 20 E FOLLOWING PHYSICAL PROPERTIES AS A MINIMUM.
;. .. � .� I.II .
.I I I. �� .
- .1 I. I , . . I .
ALL CORES of �� E=2C;x10 6 s� Fb=29oo F = G • SHALL BE FILLED p v 2 0.
GROUT. REINFORCING BAR LAPS SMALL 8.) PROVIDE LAP SPLICE EQUAL TO EMBEDMENT LENGTH OF 9. TJI F'�OOR J � F
o BE 2'-6" MIN. _ ) OIST SHALL BE p.S MANUFACTURED BY TRUS .�,
3. CONCRETE MASONRY UNITS SHALL CONFOR�,� TO AST.! - S'.�-QLI-ER BAP, AT ALL LOCATIONS. JOIST MacMIL1AN AND AS SIZED ON
THE DRAWINGS. ALL
. C 90.
. -_ - ,-.
1 4. GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM � � C 146 . FASTENING, BEARING, AND STIFFENING SHALL BE IN
�-, - � - AND -SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. S i ,UC U AL S EL
STRIC" ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. .
) VERTICAL TIE REINFORCEMENT SHALL CONFORM TO 10.)ALL- I='LYWOOD SHALL BE APA PERFORMANCE RATED PANELS
1. DESIGN FA RI A CONF ARMING TO THE FO •
..: III I.L. . -.�L . C'71w,r1C.mVCOm-M1�C_=1-_-. --4�-09a_r-U"c"._-L 01.bt_) -20--�_.D1;r)-,-'4-.)). 1-e i# . . , .. - .I, I- L-..I-- .'. L.L, ' , ..I --,. - � ,I ., .'. I. . I L I--' I: �,
THE .REQUIREMENTS OF ASTM A 615. ) B C TION AND ERECTION SHALL BE IN LLOti�ING MINIMUM REQUIREMENTS:
, - .. 6.) MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 270 ACCORDANCE ti;'ITH THE RISC SPECIFICATION FOR STRUCTURAL ,A• FL- STURD--I-FLOOR T&G, EXPOSURE 1, 5/8", SPAN
AND SHALL BE TYPE M. STEEL FOR BUILDINGS, LATEST EDMON. RAi 1NG 16 . t, is ro
I-� ,�,-. ,., .'. , ! . ,. II. I1-.I. � L ; �I 1L L. � - .I1.�. I . I. - �I I . ; .IIL I �L�-I.-. � .I1L�.II 1.II � .1�I 1 .7 . .1_ I I �. �. w I�..LI .- . I '1III .I . I .-. . ... .�': . L..� . .I - I�I .- .. L..1..,I .I.1I .1. 1�. .L... L . %.I- .,�.I..1� 1: I . I .I 1, I �I-1I. I I I.� .. I. _,. I .I . -II1�I. - .. .. I '..L II I .� 1I. 1 �.1 I 6. II � . -I I . I�.I I_ ... . 1, .. �..� - . .L �IIII � � � ..I. .I.I. I . . 1 . I.1- I1II . I . I .1.� 1 ./ . I I w . �I ..-IL1I . I.I .1 .�... L� .� �1....L.� I ...
1,� .1..._ . I �'. L..I . II. �. �II.� .:.I.I .I I .. . . . �.. I. .I .I.I,.� L. ..�I. ..�II ..L.. - ,� I .-. .- ,-.. ...� I . I, II I" - I . I- �- -..I. . ." 1I �... 1� .L. 1 1L . I .�I - �... . I .P.1..� . I-� . I .I � 11I.I 1I . . I� .1.. �-..- .. .I.. .1.. �..I .I II..* I .I�. � .�.-1. 1.-.I. I .� �. I. ,'II I. �m.. I.� -I�I . .I 'll .- L1.I11 .1 .-.. I . , 6 I I . I. 1. i�I ll,� .- : I .I L. I. I . ..I . - 44'.I-I.I .� .I4- . I � - I I . .2. .I �. L. .1, I ..�. t . . L.1. I .#.VL- I 2. ,.... I. -II I_ .LI ' I .I . . � . �.I I I . .I - �- ..II.I . � .�I1. �.. . ., I 1. .
o 7.) QUALITY ASSURANCE TESTING AND INSPECTION SHALL EE 2.) STRUCTURAL SHAPES SHALL CONFORM TO ASTM A-36 B. W��►LL SHEATHING- EPOSURE 1, 1 /2 , NSPAN RATING 16 .
RAWN BYt
. , - PERFORMED IN ACCORDANCE WITH THE REOUIREMEN' S OF 3. ANCHOR BOLTS SHALL BE ASTM A 307. C. ROOF SHEATHING- EXPOSURE 1, 1 /2 , SPAN RATING 16". I
. , • _ 30.1 /ASCE 6/88. NI, ELDS SHALL BE MADE BY OPERATORS CERTIFIED BY THE CHECKED BY=
. . . .
- ACI 5
STANDARD QU)&LIFICATION PROCEDURE OF THE AMERICAN WELDING T U N' Q FDRMC`�'
0 .
C) SO�IETV. .
. . -ww. 5. "WELDING SH,�!1 BE IN ACCORDANCE wrITH THE a - .. CST PRD,�CT f'= 47
H AWS D1.1 CODE OD P
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FOR WELDING IN BUILDING CONSTRUCTION. A CQ Of Ti11S n arSe DATE= , rL �.,. A� Z 1
6. ELEVATIONS NO D p� C
I.. 1.I . 1 .. . .I I -� T. -, . .II . .1L -. .,I... -I�L .H I. . .. . .I.II I L II . . .. .1. I L-
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I; I.I � I -.-L .II . . 1.L II,01II ;6.� -I I . .I- I . � 1I. .1 . . 10..LI . L. I. . . . .� 1.. . .- .I .1 � .I. IR _I. . .�I. -... .I.. . �..I �. 1. I .�.L� � I . I ... �I�. F
IL
'[I tI-VO:
-. . I�
. I .
�, ) TE AS "TOP OF STEEL REFER TO TOP itPlan� . . -.I
,. I . t -
Must Be Kept Qn Se-v - - FLANGE OF ROLLED SECTIONS.SCALEi 114• = i�-•�• .
. During Construction .
m Date
. 1L. �. ..� �.
. DRAWING h11. _
- _ L " / T -
Q. _
iI .
NSTRUCTION CONTROL �-.
-
,
.
. SCALE, 3/16' = 1, -0' �� l . I
= . .I..I1L.I1I.� I . . I I .1II.L I.I.11I.� �II�v . - _ _ - �ERiFY au. ExtSTiIG WNDMO;. PRIOR TO .
G.C. SHA.L C00:.0.NATE STRUCTURAL" ARCHITECTURA1., AND
COMCTtO"dD OERIGSThI� CO^I
: . DC D?iDS Pfl TO PREFOA�tr �.: �tY ?�DK.
: ' . - - SHE"ET 2 OF .
. .
. .
ii_ .:_..
R00'F. F.RAMING
SCALE: 3/16'
1
.lam•
V 1FY &L EXtONG 00A10M0n PR10R TO
C0%STRZICT10N AK'D ORMERN, %j
KEY PLAN
SCALE: N.T.S.
TFM Pum a r- rm Try ct er erg rrun
My V -0) V E r_T TO i - CEr ri v".y wn ,r - "'JT Tt~
-- ' iF'.Im m"E 1 r t
smffxs, L' R,T[' 3 A WT A G_'Z KA
Ers r1m TK • .0 I! T W Tic rmyrm yr Dom.::
TR IT TN'Y f"� = ".7-0 IT LS T1 �-m Cr- Tt
Cffr'!ZM,- TO OMM TIC MWM F? E < I''
rkln M TO 6!"- T101 TO fw14.y SITE Co.",*g70-.S,
NT V%tL 1=rY AT Tm SITE x, L LEVELS
rmun nr CD-r"um. fmuTm.
Ml IS tr- Tm Var, rM ST`flCI: ta.Y v�vnti iT' Tic
r--p%gwlS Sera I r' 835�'.TI �rU-7 CY Me CtI"Tt''rn AT
Ti- SITE tr" DE ka'"'„ nn S tm I'r' AOCGmmn rY mn
Idlt'M Ttr , i" Twos rL m.
REVISIONS
NO. DATE BY CHM;E
•
10
IUD 0 F D "IE 0 U
'"" E r " K
A copy Of This Endorsed
Plan Must Be Kept On Site
During Construction
Date _NO*-0��98.
CONSTRUCTION CONTROL
• per 780 CNiR Sec. 116.0 �
G.C. SKAU COOR'0 *mIATE STRUCTURALt ARM- MCTURAL, AND
EXISTING CONDMONS PR;OR TO PREFORKIIG AY 4:M.
co
L JL-
21
Q
L=7
Z
W
F
V
w
CL
o� MASSA�y�
�3
LU
o,
41
AV
H.J. BISHOi' & SON
105 HILLMAN STREE
NEW BEDFORD, MA 027/40
TEL: (508)-992-70.i.-)8
FAX: (508)-994-40%--"39
SHEET TITLE,
t, - G
ROOF FRAtVIN
& DETAILS
_ DRAWN BY: H PUT M
CW.-CKED BY,
CST M, PROJ`CT P: _.- 974 ?
DATE: M.FE, WARY I
SCALE= v' =1--0•
DRAWING NO..
SK.ET 2 OF
Illy 1!1��
I l
za
J
r
1�1
i
48
e
4, At
- :........
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NOTE: .
VERIFY ALL Ex15TINCz CONDITION5 PRIOR TO
CONSTRUCTION AND ORDERING
SCALE: Ca"
NOTE*
AL.i- ENGINEERINC- TO BE DE51GNED AND COORDINATED
BY OTHER.
4E$E PLAN$ ARE FOR 'HE CON$TR�SCTION OF ONE BUlLD1NC�
NLY AND ARE NOT TO BE COPIED IN ANY FORM WITHOUT THE
KFRESS WRITTEN PE ' 11661ON OF CORNERSTONE
ESIGNIBUILD sERY1GE'� INC• ALTHOUGH A LOT A CARE HAS
ONE INTO THE PREPdcATION OF THE DRAWINGS TO ENSURE
4AT THEY ARE ERROF. FREE, IT iS THE RESPONSIBILITY OF THE
ONTRACTOR TO CHEG< THE -DRAWINGS FOR ERRORS OR
M15510N5 AND TO AD,�PT- THEM TO ANY SITE CONDITIONS,
RITTEN DIMENSIONS 4..WAY6 HAVE PRECEDENCE OVER
CALED DIMENSIONS.
;E GENERAL CONTRACTOR SHALL NOT SCALE DRAWII vG$g OR
EASUREMENTS, BUT SPA LL VERIFY AT THE SITE 1-1-I- E
ND MEASUREMENTS N -�CESSARY FOR COMPLETE FABRICATIO q,
56EMBLY AND INSTAL LATION OF HIS OR HER WORK, MINOR
ETAILS OF THE WORK CESPECIFICALLY THE CONTRACTOR AT
RAWING6 $HALL BE A� E
aE SITE OF THE WORK,AND SHaLI BE ACCOMPLISHED BY HIM'
ITH THE INTENT OF TH11c PROJECT,
s
i
f EVISIONS
N0. DE AT BY CHANGE
L �S)
401,
�s)
163 GRID AJZ" 1Y N I G4LIJAY
SWANSEA,,i`4lABSA CHLISETTS 021 11
�-� TEL (508 15-2500
FAX - SOS}-6i9•z600
D
DESIGN/BUILD SERVICES, 11 [C.
SHEET TITC�*
F -p
� D
I
DRA
WN BY,
M-�oTocK►,_
CHECKED BY:
CSTONE PROJECT #: 9146-
I
DA
TE-.D6 FEBRUARY 19?a
SCALE: 114 1 =-c>
DRAWING
SHEET __ 2 OF �.
S
NOTE:
VERIFY ALL O:XIaTING CONDITIONS PRIOR TO
CONSTRICTION AND ORDERING
NOTE:
ALL ENGINEERING t0 BE DESIGNED AND COORDINAT50
BY OTHER.
11-1E65 PLANS ARE FOR fHE CON61k!C110N 0F ONE BUILDING
ONLY AND ARE NOT to BE COPIEpANY FORM WITHOUT THE
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DESIGN/BUILD SERVICES, INC, AL?NNGH A LOT A CARE WAS
GONE INTO THE PREPARATION OF TFF_ DRAWINGS 70 ENSURE
THAT THEY ARE ERROR FREE, IT 19 7�'E RESPONSIBILITY OF THE
CONTRACTOR TO CHECK THE DRAWINGS FOR r-RROP,3 OR
OMISSIONS AND TO ADAPT THIFH TO ANY SITE GONDI710N5,
WRITTEN DIMENSIONS ALWAYS HAVE PRECEDENCE OVER
SCALED DIMENSIONS,
THE GENERAL CONtRACtOR SHALL Ni'7 �E BITE ALL LEVELS OR
MEA5UREMENt6, BUT SHALL VERIFY J
AND MEASUREMENTS NECESSARY FG"p, COMPLETE FABRICATION,
ASSEMBLY AND INSTALLATION OF 14I2 OR HER WORK, MINOR
DETAILS OF THE WORK NOT SPEGIPIrAGLY SHOWN ON THE
DRAWINGS SHALL BE A'�_C€R?AINED 3T THE CONTRACTOR At
THE SITE OF THE WORK, AND SHALL ACCOMPLISHED BY HIM
WITH THE IH?E:Nt OF ?NI5 PROJECT.
REVISIONS
N0. DATE BY CHANGE
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TEL - (5c18�b19-1500
FAX - (508)-6i9-2600
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DESIGIY/BUIILD SESVICES, INC,
SHEET TITLE:
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DRAWN BY: r►PorocKi'
CHECKED BY:
CSTONE PROJECT #: 9iasz
DATE: O% FEBRl1ARY 1998
SCALE: 1/4" = i'-o"
DRAWING N0.
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DEC 0 8 1998
. NOTe:
VERIFY ALL EXISTING CONDITIONS PRIOR TO
GOHSTRUGTION AND ORDERING
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THESE PLANS ARE FOR THE CON6TRUCTION U ONE BUILDING
ONLY AND ARE HOT TO BE COPIED IN ANY FPRM WITHOUT THE
fJcPRE56 WRITTEN PERMI5610K OF CORNERSTONE
DE6IGNBUILD 6ERVICE6, INC. ALTHOUGH ,4 SOT A CARE HAS
CsONE INTO THE PREPARATION OF THE DRAWHG°+ 70 ENURE
THAT THEY ARE ERROR PREP, IT IS THE RE8PaN51BIL1T1' OF THE
CONTRACTOR TO CHECK THE DRAWINGS F02 ERRORS OR
OMISSIONS AND TO ADAPT THEM TO ANY SIT- CONDITIONS,
WRITTEN DIMEN510N5 ALWAYS HAVE PRECEGFHGE OVER
SCALED DIMENSIONS.
THE GENERAL CONTRACTOR 6HALL NOT 6CA1�.F DRAWINGS FOR
MEA6UREMEKT6, BUT 6HALL VERIFY AT THE 61'E ALL LEYEL6
AND MEASUREMENTS NECESSARY FOR COMFLETE FABRICATION,
ASSEMBLY AND INSTALLATION OF HIS OR NEZ CORK, MINOR
DETAILS OF THE WORK NOT SPECIFICALLY S,QOWN ON THE
DRAIVING6 SHALL BE A6CERTAINED BY THE ��ONTRACTOR AT
THE 61TE OF THE WORK, AND SHALL BE ACC61PLI6NED BY HIM
WITH THE INTENT OF THIS PROJECT,
REVISIONS
N0. DATE BY CHANGE
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KIM TEL - (508}aI9-2500
FAX-508�619-2600
ONE
DESIGN/BUILD SIER�'I(CIES, INCe
SHEET TITLE:
PLAN
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DRAWN BY: M.�oroc�ci
CHECKED BY: DE(
CSTONE PROJECT. #: _ 91482
ATE: O6 ffIBRUARY 1998
SCALE: iid" = i'.o„
DRAWING N0:
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