13-038 (24) THESE DRAWINGS ARE THE
PROPERTY OF JACOB SMITH
ENGINEERING AND DESIGN
& MAY NOT BE USED IN
ANY WAY WITHOUT WRITTEN
PERMISSION
COPYRIGHT 2015.
4' 6"
NEW 8°16—GAUGE TRACK OVER EXISTING CHANNEL SUPPORTING ''z^ N
EXISTING CHANNEL SUPPORTING EXISTING 8'WINDOW SILL SUPPORT THE EXITING WINDOW—SHALL REMAIN. V
THE EXITING WINDOW—SHALL REMAIN. CHANNEL.ATTACH WITH/10—i6 TEK H _
SCREWS 0 18'O.C.AS INDICATED. (f)
V.J
NEW 8'18—GAUGE TRACK OVER LID
8"WINDOW SILL SUPPORT a^ 2 018
NEW WBX24 STEEL BEAM M
CHANNEL.ATTACH WITH#10-16 TEK r
SCREWS 018"O.C.AS INDICATED-
(4)j}"POWDER Q
NEW WB%24
ACTUATED PINS (4)A"POWDER
STEEL BEAM ACTUATED PINS Z Q X
(4)#10-16 TEK SCREWS I--1 <
AT EA.TRACK TYP.AT Z—PURUNS.
EXISTING 8"Z—PURLINS w 0
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EXISTING W10X22 Z
STEEL COLUMN
6'18—GAUGE TRACK V L'i
AS REQUIRED. I W
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(4)#10-16 TEK SCREWS Q =
NOTE: EXISTING WALL Z-PURLINS AT EA.TRACK TYP.AT Z-PURLINS. n n'
SHALL REMAIN CONTINUOUS. 6"18-GAUGE TRACK
TYPICAL AS REQUIRED.
EXISTING 8"Z-PURUNS SHALL
REMAIN CONTINUOUS.TYPICAL
NEW(2)6'DEEP X 2'WIDE, 16 GAUGE NEW(2)6"DEEP X 2"WIDE,16 GAUGE
POST.ORIENTATE BACK-TO-BACK ATTACH POST.ORIENTATE BACK-TO-BACK ATTACH
TOGETHER W/(2)#10-16 SCREWS 0 18' TOGETHER W/(2)X10-16 SCREWS 0 18" 0 C)
O.C.POST SHALL BREAK AT EXISTING O.C.POST SHALL BREAK AT EXISTING
Z-PURLINS. Z-PURLINS. ^ Q
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(4)1 POWDER
ACTUATED PINS (4) POWDER
ACTUATED PINS
EXISTING SILL CHANNEL EXISTING SILL CHANNEL
TOP F %1 TIN TOP OF ION V/ O
FOUNDATION WALL FOUNDATION WALL
4 z
1 COLD FORM POST DETAIL 2 COLD FORM POST DETAIL w M =_
S2 SECTION SCALE: 1"=1'-0"
S2 EXTERIOR ELEVATION SCALE: 1"=1'-0" LL
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DRAWN BY:
J.F.S.
ISSUE DATE: 10/20/15
REVISIONS:
JOB NUMBER
xxxxxx
ALL DIMENSIONS AND CONDITIONS SHALL BE
FIEND VERIFIED BY THE CONTRACTOR AND
OWNER.ANY ERRORS OR DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER S2
BEFORE COMMENCING NTH ANY WORK.
M K H F ® THESE DRAWINGS ARE THE
PROPERTY OF JACOB SMITH
ENGINEERING AND DESIGN
& MAY NOT BE USED IN
ANY WAY WITHOUT WRITTEN
PERMISSION
COPYRIGHT 2015.
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-SEE DETAI 2,3,4/S1. Ce
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S L AM STEEL BEAM Z � �
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SEE DETAILS 1S2&2/S2 Z w
COLD FORM COLUMN US �
SEE DETAILS 1S2&2/S2 _
EXISTING LIGHT GAUGE 8"Z-PURLINS®4'-0"O.C. EXISTING LIGHT GAUGE 8° EXISTING LIGHT GAUGE 8"Z-PURLINS®4•-0"O.C. E%ISTIN LIGHT GAUGE 8"Z-PURLINS®4•-0"O.C. EXISTING LIGHT GAUGE 8"
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------------------ - - ----- -- -' -----------------------_-------
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1 NORTH WALL EXTERIOR ELEVATION
S1 1.Coordinate all new steel locations with the SCALE` #"=1'-0" GENERAL STRUCTURAL NOTES
architectural drawings and associated trades. O O
4° 6" DESIGN LIVE;LOADS: 20091.B.C.and Commonwealth of Massachusetts,8th Edition Amendments:
7c CL 11.0
L.- d O
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NEW 8"18-GAUGE TRACK OVER
EXISTING 8"WINDOW SILL SUPPORT I `Wind 90 mph 3-sec.gust "
CHANNEL.ATTACH WITH 010-16 TEK Esp.-B rA i� Q
SCREWS 0 18"O.C.AS INDICATED. V .. .
EXISTING MOX22 4 ��'1
STEEL COLUMN 51 DESIGN CODES: V QQ
TYPICAL CONNECTION: b"
p®t8 *American Institute of Steel Construction(AISC) Z G
0 4%44 X 9"LONG ANGLES W/(3) HI '^
w NEW W12X30 STE �°0 A325 THRU BOLTS AT EA.LEG. TYPICAL CONNECTION: STRUCTURAL STEEL: V
4X4Xj'•X 9"LONG ANGLES W/(3) W
EL BEAM �1''� O
J"0 A325 THRU BOLTS AT EA.LEG. J (D
*Structural Steel Beams: A992 Grade 50. U1 J z
*LISS Tube steel:ASTM A500 Grade B 1--1 10–
NEW W1 2X30 STEEL BEAM *Angles,Plates,mist.: ASTM A36. J >
NEW W72% 30 STEEL BEAM �[
x *Connector Bolts:ASTM A325 J
*Structural steel shall be erected true and level.New steel shall fit tight to the existing building.All beams except W M
EXISTING WIOX22 cantilever beams shall be fabricated with the natural camber up. >
STEEL COLUMN *All structural steel fabricated and erected per the current edition of AISC Steel Construction Manual. = H
*Welding shall be performed by qualified welders. O
NORTH WALL NEW BEAM / EXISTING *Welding electrodes shall be ASTM A233,class E7018 electrodes.All welds shall be sounds throughout.The heat, z
Si SCALE: 1"=1'-0" length,and sequesnce of welds shall be controlled to prevent cracks and distortions. O
1 COLUMN PLAN DETAIL * Bolts shall be of length that will fully engage the nuts.Bolts heads and nuts shall bear evenly against the metal.
STRUCTURAL ERECTION AND BRACING REQUIREMENTS. z
*The structural drawings illustrate the completed structure with all elements in their final positions,properly
supported and braced.The contractor,in the proper sequence,shall provide proper shoring and bracing as may be
required to achieve the final completed structure.
*These plans have been engineered for construction at one specific building site.Builder assumes ALL
EXISTING 8"Z-PURLINS responsibility for use of these plans at An Other building site.Plans shall not be used for construction at an other
m a•–o"D.C. p° y P y g y
building site without specific review by the engineer.
*Observations of foundation reinforcing or framing required by the owner,lender,building department or any other
party will be accomplished by the engineer at the owner's expense.At least 24 hours advance notice is requested.
I-GAUGE TRACK OVER q S1 *Fabricator and/or supplier of structural steel shall submit shop and erection drawings for architectural and
3"WINDOW SILL SUPPORT w engineering review.Submit two rims for each drawing. llow ten working days for review.
ATTACH WITH p10-16 TEK II EXISTING W10X22 g g prints g y
1 18"O.C.AS INDICATED. STEEL COLUMN
— DRAWN BY:
J.F.S.
a" 2 0 18 ISSUE DATE:
NEW W72X30 STEEL BEAM j- 0/1 S/I rJ
REVISIONS: 10/20/15
TYPICAL W12 CONNECTION:
4X4Xa"X9"LONG ANGLES W/(3) 1
}"0 A325 THRU BOLTS AT EA.LEG. °
TYPICAL We CONNECTION: 4 - JOB NUMBER:
4X4Xa"X6"LONG ANGLES W/(2) XXXXXX
J"0 A325 THRU BOLTS AT EA.LEG.
ALL DIMENSIONS AND CONDITIONS SHALL BE 1
3 NORTH WALL NEW BEAM EXISTING 4 NORTH WALL NEW BEAM EXISTI_NG FIELD VERIFIED BY THE CONTRACTOR AND 1
OWNER.ANY ERRORS OR DISCREPANCIES
SCALE: 1"=1'-0" SCALE: 1'=V-0" SHALL BE REPORTED TO THE ENGINEER
S1 COLUMN ELEVATION DETAIL S1 COLUMN ELEVATION DETAIL BEFORE COMMENCING WTH ANY WORK.
THESE DRAWINGS ARE THE
PROPERTY OF JACOB SMITH
ENGINEERING AND DESIGN
& MAY NOT BE USED IN
ANY WAY WITHOUT WRITTEN
PERMISSION
COPYRIGHT 2015.
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1 NEW MEZZANINE STRUCTURAL PLAN 1Y4" 1Y4" 4- W W o 2
1.See General Notes on sheet this sheet }"
2.Coordinate all work with the Architectural drawings. CAP PLATE 1}'s SCHEDULE � O
3.All new columns shall be HSS 4x4x
4.All angle diagonal braces shall be 2 k"X2"Xj"angles. BO PIPE m III Z
5.Attach diamond plate decking to steel below with 2"long,i fi"fillit welds at 12"o.c.
6.Note:4"tae kick at perimeter of new meaantne. I�
HSS 3X3X}" HSS 3X3X}"
?"a HOLES I
1YP' I A"0 HOLES
TYP.
m ! }"X7"X3}"BASE i }"%7"X7"BASE
PLATE TYP. PLATE TYP.
5 7 7 DRAWN BY:
a a"X5"X2}"BASE ,� }"X7"X3}"BASE PLATE TMBASE J.F.S.
PLATE TYP. PLATE TYP. f 1f ISSUE DATE:
rVO HOLES TYP. '�-- A"0 HOLES TYP. n "0 HOLES TYP. 10/18/15
1}"0 SCHEDULE 80 PIPE rt HSS 3X3X}" — REVISIONS:
�` 1 nSS 3}"X3}"X}"
2Y2 2Y2 2°1 3, 2. � 11,�
13/4" 3i2" 13/4"
JOB NUMBER:
xxxxxx
TYPICAL GUARDRAIL TYPICAL SHORT SCREEN r4-'N TYPICAL TALL SCREEN
S3 SUPPORT POST ALE 1"-V-I" S3 SUPPORT POST DETAIL Ste: 1"_ S3 SUPPORT POST DETAIL 1"- S3
1.See General Notes on sheet this sheet. 1.See General Notes on sheet this sheet. 1.See General Notes on sheet this sheet
THESE DRAWINGS ARE THE
3 2
PROPERTY OF JACOB SMITH
ENGINEERING AND DESIGN
}"CLOSURE CAP PLATE TYP. ANY WAY WI H E
OUT WRITTEN
T.O.SCREEN PERMISSION
ELEV.= 114'-5" }"0 CARRIAGE BOLTS 0 24"O.C. COPYRIGHT 2014.
}"CLOSURE CAP
' I AT EA.SCREEN POST.
1X4 PER HSS 3}"X3}'X}"SCREEN POSTS !L
V 1%4 PER
ARCHITECTURAL DWGS. I ' 4,, T.O.SCREEN ARCHITECTURAL DWGS.
i ELEV.= 112'-11" T.O,HANDRAIL Z N
2X WOOD PLATE 1i 1}"0 SCHEDULE 80 V,=11 _
14"0 SCHEDULE 80 HSS 3X3X}"SCREEN POSTS PIPE GUARD RAIL SYSTEM t/
� PIPE GUARD RAIL SYSTEM I i, ON 3}"X 7"BASE PLATES. 1--1
I- TYPICAL AT C12 WALL SCREEN. w
1}"X1}"Xj"PERIMETER PLATE 1}"XI}"XN'PERIMETER SUP SUPPORT ANGLE AS INDICATED _ I T.O.EXISTING LADDER LANDING AS INDICATED PORT ANGLE
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W/(4)}"0 THRU BOLTS . P ELEV. =110-4
THICK DIAMOND i 9 AT EA.COLUMN. {}"THICK DIAMOND Q M
PLATE DECKING WELDED 1 I PLATE DECKING WELDED I�
TO STRUCTURE BELOW t TO STRUCTURE BELOW a,� I'7
T.O.MEZZANINE DECK r f T.O.MEZZANINE DECK T.O.MEZZANINE DECK O
ELEV.= 108-11° NEW C8X11.5 JOIST 10" 1 ( i 3 ELEV.= 108-11 - NEW CBX11.5 JOIST ELEV.=108-11 '^
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}"FITTED WEB STIFFENERS PREFAB 11 EEP j ;; —TYPICAL C8 JOIST CONNECTION: z Q X
TYPICAL AT SCREEN AND TYPICAL C8 JOIST CONNECTION: TREADS TYP,c �: TYPICAL C12 BEAM CONNECTION: &"X4"X6"FLAG PLATE W/ fy Q
RAILING POST LOCATIONS A"X4'X6"FLAG PLATE W/ MC12X143 �j J"X4"X9"FLAG PLATE W/ (2)}"0 THRU BOLTS. LI_
(2)4'0 THRU BOLTS. STRINGERS o t= � (3)}"0 THRU BOLTS. V..) p
W12X40 STEEL BEAM p
" NOTE: j"X4"X5}'FLAG PLATE W/ k _. + 3 3 }" TYP. ;o W W
(2)�'0 THRU BOLTS AT WI2 BEAM. f f" ,' }"FITTED NEB STIFFENERS }" N -I.
t TYPICAL AT SCREEN AND TYPICAL DIAGONAL BRACES:
I RAILING POST LOCATIONS 2}"%2}'X1''ANGLE W/(1)}"0 X4'X6'FLAG PLATES W 1"
Ld
TYPICAL 2"X2°% 'j THRU BOLTS AT EA.END. {b" /
} } ° ! I I-, CHAMFERED CORNERS AT EA. W
DIAGONAL BRACE 1; END OF EACH DIAGONAL BRACE W O
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NEW HSS 4X4Xj"
ji COLUMNS TYPICAL
NEW HSS 4X4XJ" �--
3 COLUMNS TYPICAL f-1 M
EXISTING HSS 4X4
COLUMNS TYPICAL a si O
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f __ j rO F1554 GRADE 36 O
I' J"o F1554 GRADE 36 ALL THREAD i ALL-THREAD RODa.PROVIDE A
ROD.PROVIDE A MINIMUM i MINIMUM EMBEDMENT OF 4".USE m LEI
EMBEDMENT OF 4".USE"HILT]HIT 1'-- 1,. "HILT]HIT MY-200,ADHESIVE. O Z
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T.O.EXILTING SLAB / ` -- ''. i g'; T.O.EXISTING SLAB SEE DETAIL 3/51. _ T.O.EXISTING SLAB rn
ELEV.= 100'-0 ." }- , '' ELEV. = 100--0• - -_ .. ELEV.=100'-O"
EXISTING 6°THICK CONCRETE... I V -.-
SLAB-ON-GRADE(ASSUMED/VERIFY)
I NEW MEZZANINE SECTION
V S2 I.See General Notes on sheet this sheet SCALE: }"=V-0"
2.All new columns shall be HSS 4x4xx". C)
1 NEW MEZZANINE SECTION ~
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S2 1.See General Notes on sheet this sheet. }"=1'-0" W � L J
2.All new columns shall be HSS 4x4xx". Q Q
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TYPICAL AT C12 WALL SCREEN. PIPE GUARD RAIL SYSTEM
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THICK DIAMOND
PLATE DECKING WELDED 1)a"THICK DIAMOND z
TO STRUCTURE BELOW PLATE DECKING NEEDED
TYPICAL C12 BEAM CONNECTION: TO STRUCTURE BELOW
J"X4"X9'FLAG PLATE W/
1}'X1}"Xt}"PERIMETER PLATE (3);}'0 THRU BOLTS.
SUPPORT ANGLE AS INDICATED 1}'X1ORT PERIMETER PLATE
- SUPPORT ANGLE AS INDICATED _ _ i}'
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TYPICAL C8 JOIST CONNECTION: ° T7P i NEW C8X11.5 JOIST
---- -° - ------ TYPICAL C8 JOIST CONNECTION: _
&"X4"X6"FLAG PLATE W/ i}" 2012 - [b'X4"X6"FLAG PLATE W/ -- _ TYP'
(2)}"0 THRU BOLTS. (2)}"0 THRU BOLTS.
TYPICAL DIAGONAL BRACES:
NEW C8X11.5 JOIST 13"
. TYP. (2)4"X8°X9"BENT PLATES THRU BOLTS ANGLE W/(1)}"0
W/(3)}b THRU BOLTS. THRU BOLTS AT EA.END.
}, TYP.
X4"X6"FLAG PLATES W/1"
CHAMFERED CORNERS AT EA.
END OF EACH DIAGONAL BRACE
NEW HSS 4X4Xj" NEW HSS 4X4%a"
COLUMNS TYPICAL COLUMNS TYPICAL
DRAWN BY:
J"0 F1554 GRADE 36 ALL THREAD J"0 F1554 GRADE 36 ALL THREAD
ROD.PROVIDE A MINIMUM ROD.PROVIDE A MINIMUM
EMBEDMENT OF 4".USE"HILT]HIT EMBEDMENT OF 4".USE"HILT)HIT ISSUE DATE:
HY-200"ADHESIVE. HY-200"ADHESIVE. 10/18/1
5j
r X 12"X 12"BASE PLATE IYP. {�" 7�'
J"X 12'X 12'BASE PLATE T7P. REVISIONS:
-SEE DETAIL 3/Sl. -SEE DETAIL 3/S1.
EXISTING 6"THICK CONCRETE EXISTING 6"THICK CONCRETE
SLAB-ON-GRADE(ASSUMED/VERIFY) SLAB-ON-GRADE(ASSUMED/VERIFY)
JOB NUMBER:
XXXXXX
3 NEW MEZZANINE ELEVATION / 4"'N NEW MEZZANINE ELEVATION
S21.See General Notes on sheet this sheet. SCALE: }"=1'-0" S2 1.See General Notes on sheet this sheet. SCALE: }"=1'-0" S2
2.All new columns shall be 1ISS 4x4xR 1 All new columns shall be HSS 4x4xx'.
THESE DRAWINGS ARE THE
® PROPERTY OF JACOB SMITH
ENGINEERING AND DESIGN
& MAY NOT BE USED IN
ANY WAY WITHOUT WRITTEN
PERMISSION
COPYRIGHT 2015.
A B C D F G
B'_oj• g'_p 3•_ql• 2•_q�• 5'-10,j" 9'
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/ GENERAL STRUCTURAL NOTES Ii
296 W o
DESIGN LIVE LOADS: 2009 I.B.C.and Commonwealth of Massachusetts,8th Edition W L d
Amendments z L�
R ow TOP 4'OF' 2 AT ( Ylr �' I •Live 125 pstunitorin a
a-R.WELD axsx{• PPtxtT DIAGONAL DIAGONAL a `Seismic Ss=22, Ill I'7
ANGLE To Ct4•BELOW CR. B BRACE I 'y I S =.068 Z w
Design CamgoryB W
�- - -- — -------- -- 2.1 DESIGN CODES: j
a�y� 3 American Institute of Steel Construction(AISC) 14 O M
s U I N
STRUCTURAL STEEL:
V)
T. MEZZANINE CK *Structural Steel Beams: A992 Grade 50. O Z
E =lo8-tt a'0.^; 6 i I �� *HSS Tube steel:ASTM A500 Grade B U 0
*Angles,Plates,misc.: ASTM A36. Q
*Connector Bolts:ASTM A325 t"1t
�m $ 4 9 9 q *Structural steel shall be erected true and level.New steel shall fit tight to the existing buildin g.
o c i< ii I All beams except cantilever beams shall be fabricated with the natural camber up.
8 8 8 9 8 _ -------------L---------------�-- "' 2.2 *All structural steel fabricated and erected per the current edition ofAlSC Steel Construction
mp o Manual.
71-v� I *Welding shall be performed by qualified welders.
O�J oPey I *Welding electrodes shall be ASTM A233,class E7018 electrodes.All welds shall be sounds Q
R ?� I throughout.The heat,length,and sequesnce of welds shall be controlled to prevent cracks and L 1.0
+Nt oyJ i I I distortions. f Q
3g g 5° ° • Bolts shall be of length that will fully engage the nuts.Bolts heads and nuts shall bear evenly `LU ■--I
od. 2' 2' 2' 2' 2' 2' 2' 2' 2' �' d ���RGQ' against the metal. U j i/ Q
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�, STRUCTURAL ERECTION AND BRACING REQUIREMENTS. 2:
SEE LU Q
SEE 2M FOR NEW.2x 40 STSL BEAN *The structural drawings illustrate the completed structure with all elements in their final G
-�---—-—-—-—-—-—- L
COIINECTON DEfAIIS positions,properly supported and braced.The contractor,in the proper sequence,shall provide r
proper shoring and bracing as may be required to achieve the final completed structure. N w V) z
*These plans have been engineered for construction at one specific building site.Builder N O
assumes ALL responsibility for use of these plans at Any Other building site.Plans shall not be W J Z
used for construction at any other building site without specific review by the engineer. GC
*Observations of foundation reinforcing or framing required by the owner,lender,building Q Y C
department or any other party will be accomplished by the engineer at the owner's expense.At / G
least 24 hours advance notice is requested. w 0� c) Q
*Fabricator and/or supplier of structural steel shall submit shop and erection drawings for W ro
rE rE architectural and engineering review.Submit two prints for each drawing.Allow ten working z \ ('Y)
21'-10 6'-8�" B'-2 days for review. >
A D E.1 F O
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NEW MEZZANINE STRUCTURAL PLAN
S 1 SCALE: }=V-0"
1.Sec General Notes on sheet this sheet.
2.Coordinate all work with the Architectural drawings.
3.All new columns shall be HSS 4x4xj".
4.All angle diagonal braces shall he 2}"X2}"X14"angles.
5.Anach diamond plate decking to steel below with 2"long,rb'fillit welds at 12"o.c. VIEW 1
6.Note:4"toe kick at perimeter of new mezzanine.
7.Architect shall specify finish.
ALL DIMENSIONS AND CONDITIONS SHALL BE EXISTING HSS 4X4 EXISTING HSS 4X4
FIELD VERIFIED BY THE CONTRACTOR AND COLUMNS TYPICAL COLUMNS TYPICAL
OWNER.ANY ERRORS OR DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER _ 1'
BEFORE COMMENCING WITH ANY WORK. SCREEN POST i 1y" 9• 1y2* DRAWN BY:
j"X3%12 PLATE TYP. y.
p "FITTED WEB STIFFENERS. {�" a X12"X12"BASE J.F.S.
a"X4X9 FLAG PLATE C NO WELDS IN"K"AREAS PLATE TYP,
W/(3)}1"0 HOLES + --± ISSUE DATE: 10/18/15
3"""HOLES °i REVISIONS:
W12X40 STEEL BEAM
i"%4X9 FLAG PLATE NEW HSS 4%4Xd"
W/(3) "0 THRU BOLTS COLUMNS TYPICAL
rX3X12 PLATE 4" 4" 4"
JOB NUMBER:
xxxxxx
NEW W12X40 / EXISTING_COLUMN 3 TYPICAL NEW COLUMN BASE
S1 CONNECTION DETAIL t"-`°" S1 PLATE DETAIL t -t C 1
1.See General Notes on sheet this sheet. 1.See General Notes on sheet this sheet. 1`J
M K H F THESE DRAWINGS ARE THE
PROPERTY OF JACOB SMITH
ENGINEERING AND DESIGN
& MAY NOT BE USED IN
ANY WAY WITHOUT WRITTEN
PERMISSION
COPYRIGHT 2015.
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TYPICAL 80 ED CONNECT N:
-SEE DETAI 2,3,4/S1. c
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EXISTING LIGHT GAUGE 8'Z—PURDNS O 4'-0'O.C. EXISTING LIGHT CADGE 8'Z—PURLINS O 4'-0'O.C. EXISTING LIGHT GAUGE 8" —PURLINS O 4'—D"O.C. I EXISTING LIGHT GAUGE 8'Z—PURLINS O 4'-0'O.C. EXISTING LIGHT CADGE 8'Z—PURLINS 0 4'-0'O.C.
H TO
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—————— —————————————————— ——— —— —————————— ——— — ————-
-—————t————————————————————— ——— —— — —— ———— — —
S ' NORTH WALLEXTERIOR ELEVATION
1.Coordinate new steel locations L
GENERAL STRUCTURAL NOTES r
architectural drawings and associated trades. C2
'534," DESIGN LIVE LOADS: 2009 I.B.C.and Commonwealth of Massachusetts,8th Edition Amendments: O C) lF—
Live d t O
1' I "Wind mph sec.gust
Ex / O
Exposure a B (n L^SL/ ...
3}'18 GAUGE STUD.PIN TO STEEL I ,^ a
EXISTING WIOX22 4 BEAM W/ 'O POWDER ACTUATED V Q
STEEL COLUMN PINS O 16 O.C.STAGGERED � DESIGN CODES: 7 C
s1 *American Institute of Steel Construction(AISC) L_ G
TYPICAL CONNECTION: TYPICAL CONNECTION: N '^
0 4X4X1j'X 9"LONG ANGLES W/(3) 4X4Xa"X 9"LONG ANGLES 3) STRUCTURAL STEEL: 4 V' O
NEW W12X30 STEEL BEAM A325 THIRD BOLTS AT EA.LEG. 3"O A325 THIRD BOLTS AT G. J J 'r.."
a J Lf
NEW W12%30 STEEL BEAM *Structural Steel Beams: A992 Grade 50. � z
NEW W12X30 STEEL BEAM i *
• i HSS Tube steel:ASTM A500 Grade B Q �
o ! *Angles,Plates,misc.: ASTM A36. J >AY
34"18 GAUGE STUD.PIN TO *Connector Bolts:ASTM A325
x STEEL BEAM W/A"O POWDER Q Q
ACTUATED PINS O 16"D.C. *Structural steel shall be erected true and level.New steel shall fit tight to the existing building.All beams except LU
EXISTING W70X22 M L=
STAGGERED cantilever beams shall be fabricated with the natural camber up. 3: > M o
STEEL COLUMN *All structural steel fabricated and erected per the current edition of AISC Steel Construction Manual. = H O
*Welding shall be performed by qualified welders. L
2 NORTH WALL NEW BEAM EXISTING *Welding electrodes shall be ASTM A233,class E7018 electrodes.All welds shall be sounds throughout.The heat, Z (`1�
COLUMN PLAN DETAIL SC 1E P'=1`0° length,and sequesnee of welds shall be controlled to prevent cracks and distortions. O
S 1 * Bolts shall be of length that will fully engage the nuts.Bolts heads and nuts shall bear evenly against the metal.
STRUCTURAL ERECTION AND BRACING REQUIREMENTS.
*The structural drawings illustrate the completed structure with all elements in their final positions,properly
supported and braced.The contractor,in the proper sequence,shall provide proper shoring and bracing as may be
required to achieve the final completed structure.
*These plans have been engineered for construction at one specific building site.Builder assumes ALL
EXISTING B"Z—PURLINS responsibility for use of these plans at Any Other building site.Plans shall not be used for construction at any other
O 4'-O"O.C.
building site without specific review by the engineer.
*Observations of foundation reinforcing or framing required by the owner,lender,building department or any other
party w ill be accomplished by the engineer at the owner's expense.At least 24 hours advance notice is requested.
*Fabricator and/or supplier of structural steel shall submit shop and erection drawings for architectural and
4 engineering review.Submit two prints for each drawing.Allow ten working days for review.
TYPICAL CONNECTION: 51
EXISTING WlOX22 4X4Xa"X 9"LONG ANGLES
STEEL COLUMN W/(3);r•O A325 THIRD
BOLTS AT EA.LEG. DRAWN BY:
J.F.S.
34"18 GAUGE STUD.PIN TO
NEW W12X30 STEEL BEAM STEEL BEAM W/J"O POWDER ISSUE DATE: 10/15/15
ACTUATED PINS O 16"O.C.
STAGGERED REVISIONS:
JOB NUMBER:
XXX%XX
ALL DIMENSIONS AND CONDITIONS SHALL BE 1
3 NORTH WALL NEW BEAM EXISTING 4 NORTH WALL NEW BEAM EXISTING FIELD VERIFIED BY THE CONTRACTOR AND 1
OWNER.ANY ERRORS OR DISCREPANCIES
SCALE: 1"=1'-0" SCALE: 1"=1'-0" SHALL BE REPORTED TO THE ENGINEER
S1 COLUMN ELEVATION DETAIL
S1 COLUMN ELEVATION DETAIL BEFORE COMMENCING WITH ANY WORK.
Wright Builders,Inc.
48 Bates Street
Northampton, Ma 01060 Date 10/21/2015 lJob No. 15-652
Attention:
(413) 586-8287 Re:
Fax(413) 587-9276 River Valley Coo
330 North King Street
To: Louis Hasbrouck/ Chuck Miller Northampton, MA 01060
Northampton Building Dept
We are Sending You W Attached F Under Separate Cover via
The Following Items:
Shop Drawings r- Prints I— Plans I— Samples F Specifications
I ` Copy of Letter f Change Order F
Copies Date No. Description
Structural drawings by Jacob Smith, Structural Engineer:
1 10/20/15 S1 North Wall Glazing Support
1 10/20/15 S2 North Wall Glazing Support
These are Transmitted as checked below:
W For approval I— Approved as submitted I- Resubmit _copies for approval
9— For your use i- Approved as noted F Submit copies for distribution
F As Requested f— Returned for corrections Return corrected prints
I— For review and comment
F FORBIDS DUE PRINTS RETURNED AFTER LOAN TO US
Remarks
Copy to File
Signed: Linda Gaudreau
Wright Builders, I °- ""`F
48 Bates Street F °- - —-`
Northampton, Ma 01(60 Date 10/20/2015 lJob No. 15-652
Attention:
(413) 586-8287 Re:
Fax(413) 587-92 6 DEPT.OF13UUINGINSPECr River Valley Coo
NOWHAMPTON MA 01060 330 North King Street
To: Louis Hasbrouck/ Chuck Miller Northampton, MA 01060
Northampton Building Dept
We are Sending You W Attached F Under Separate Cover via
The Following Items:
F Shop Drawings I— Prints I— Plans i" Samples Specifications
Copy of Letter F Change Order
Copies Date No. Description
Structural drawings by Jacob Smith Structural Engineer:
1 10/15/15 S1 North Wall Glazing Support
1 10/18/15 S1 New Mezzanine
1 10/18/15 S2 New Mezzanine
1 10/18/15 S3 New Mezzanine
These are Transmitted as checked below:
W For approval f` Approved as submitted F Resubmit _copies for approval
F For your use F Approved as noted _ Submit copies for distribution
W As Requested F Returned for corrections F_ Return corrected prints
f— For review and comment f—
FOR BIDS DUE l PRINTS RETURNED AFTER LOAN TO US
Remarks
Copy to File
Signed: Linda Gaudreau