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w I SPLICE BOLT' TA BL E
' CONN. O TY. SIZE TYPE HARDENED BEVELED
y^ - WASHERS WASHERS
A (8) 4 X 2 A325 B&N 0 0
Q)
PANEL X 18'-64
FB85
FB85 F. S.
F. S.
v
CFl A
GENERAL NOTES
FRAME CLEARANCES SHOWN ARE APPROXIMATE AND
MAY VARY DUE TO CONDI T70NS (DEFL EC TION).
VERTICAL CLEARANCE DIMENSIONS ARE FROM
FINISHED FL OOR REFERENCE EL E VA TION. 11
m-
13'-0
d)
CF2A
CROSS SEC TION H T FPA ME L[VE "2 "
yS•
Off" �o
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PEOSED
2
CPA �,"GES THRU FE w7SION 2
&
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DA TE�
• STAR BUILDING SYSTEMS P.O. BOX 94910
OKLAHOMA CITY, OK 73143
r® A RobertsonCeco Co -parry
(405) 636-2010
JOB NO.
98-4735
CHECKED
DB
DATE
10-29-98
MEMBER
MBMA
DETAILED
DATE
BUILDER: CUSTOMER:
LOHR REALTY & CONSTRUCTION TO 9N OF YARMOUTH CIO R BATES & SON
SOUTH DENNIS, MASSACHUSETTS SOUTH YARMOUT, MASSACHUSETTS
CHECKED
DATE
DRAWING NO.
E3/L
DB
NOT TO
SCALE
- _
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BASE ANGLE ._..
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BASE ANGLE BASE ANGLE BASE ANGLE
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CLIP, PC31 _ SCREW BA 11 (10'-0) SCREW
BA 12 (20'-0)
. CORNER BASE ° DETA IL . - CORNER BASE DETAIL
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ISCRE
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DATE
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BA 12 (20'-0)
. CORNER BASE ° DETA IL . - CORNER BASE DETAIL
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DATE
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D "A " .
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BASE ANGLE
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SHEET/NG
CLIP PC29_ (SHOWN)
D 'A "
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BA 12 (20'-0)
BASE ANGLE
BA 11 (10'-0)
BA 12 (20'-0)
BASE ANCHOR
AT 3'-0 O.C.
. P . -.
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TURAL BASE ANGLE SHEET/NG CLIP COLUMN BASE DETAIL STRUCTURAL BASE ANGLE
CL292 AT ENDWALL SCREW A T BA l l (10--0) • .CL207 SCREW AT BA 11 (10'-0)
PCJ0_ A T SiDEWALL WITH TH FLUSH COLUMNS EACH ENO BA 12 (20'- 0) WITH /" COLUMN INSET EACH END BA 12 (20'- 0)
,r
BASE ANGLE -
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BA 12 (20'-0)
S 1 RUC TURAL
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m-
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WI TH B Y- PA SS GIR TS
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BASE ANCHOR
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COLUMN BASE DETAIL
WI TH B Y- PA SS GIR TS
BASE ANCHOR
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BASE ANGLE
BA 11 (10'-0)
BA 12 (20'- 0)
DETAIL AT FRAMED OPENING JAMB
BASE ANGLE
BASE ANCHOR BA11 (10'-0)
A T 3'-0 0. C. BA 12 (20'-0)v : , ,:..-.::...
.........::::.,.,:::.,.--J.,.*.,:.,::_-
BASE ANGLE
?All (10'-0)
-:--412 (20'-0)
SHEETING
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BASE ANCHOR
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BASE ANGLE
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BA 12 (20'-0)
BASE ANGLE
BA 11 (i 0'- 0)
BA 12 (20'- 0)
BASE ANCHOR
AT 3'- 0 O.C.
4"' MAX
DETAIL AT STANDARD SWING DOOR JAMB
BASE ANGLE
BA 11 (10'-0)
BA 12 (20'-
0'
(
i
CROSS SEC TION
H
AN
E COR
,
3-
0 0. C.
T BY STAR)
GENERAL NO TES
1. THE BASE ANGLE IS AN OPTIONAL BASE CONDITION
THAT DOES NOT HAVE TO BE CAST -IN-PLACE.
2. BASE ANGLE IS SUPPLIED /N 10'-0 OR 20'-0
LENGTHS. G S. MO lFl A T
D C ION
S SUCH AS CUTTING AT
COLUMN R
S 0 OPENINGS, EN/N
GS, A RE TO BE HANDLED
IN THE FIELD.
3. A CONCRETE NOTCH IS OPTIONAL WITH
BASE ANGLE.
(REFER TO APPROPRIA TE ANCHOR BOLT LAYOUT.)
4. BASE ANCHORING FASTENERS ARE NOT FURNISHED
BY STAR BUILDING SYSTEMS.
NOTE-' (IF POWER DRIVEN FASTENERS ARE USED)
PO WER DR/ VEN FA S TENERS MA Y BE USED FOR THE
ATTACHMENT OF BASE MEMBER TO CONCRETE IN LIEU
OF 1/2" m ANCHOR BOLTS UNDER THE FOLLOWING
CONDI TIONS:
BASE ANCHOR
1. FASTENERS ARE SPACED A MAXIMUM OF 3'-0
AT 3'- 0 O.C. APART.
2. MINIMUM 2500 PSI CONCRETE IS USED.
BASE ANGLE J. STAR BASE ANGLE MATERIAL IS USED.
BA 11 (10'-0)
BA 12 (20'-0) 4. CONCRETE IS NOT CRACKED AND SPALL/NG DOES
: NOT OCCUR AT THE FA S TEN , . �.,
® . �
I
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5 L X Rl
_ D SERIE A T N R
S E E S REQUAL,
,0
S P N TR
A TIN A
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SSSS::: ................. ro rHE
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11
CONCRETE IS /N AL�I�
6. LOCAL C ES QN1Or E J$PE TH "USE.
f I
-% �`
DETAIL A T FACTORY ASSE''BLED SWING DOOR JAMB �.��� ,O P` /"
._ �O`'
,� 1.
n
f � P,
�.1.r
11 IT%�-
D� if - .
I VARIES
I'
SEC TION "A "
(2)
CL R
^�"
SH EE TINGCLIP
G
CL20 7 (SHOWN),
W
SN)
,
P
C R P
3
29_. 0 PCJ1-
'LESS
THAN 4")
REVISIONS
' ay
DATE
NOTES I
. THIS DRAWING WING IS NOT TO SCALE
0 I I
oRN. BY DATE
JH 7-17-91
STAR BUILDING SYSTEMS At I
-
a Robertson Ceco companyF'vN"l
1
BASE ANGLE E
INSTALLA TION1
DE TA IL S
1 0' 1 2.06
6
OM! DETAIL A T COLD FORM ENDWALL AND UPDA TES DETAILS
DEB
RGB�
I .ITTED
.
CHK B� DATE
1 1
-
, .
3/1/98I
1.
� I
I I . " .�
I 11 �.
I . I I �I
I I I
m
REVISIONS BY
mom
REDRAWN ON CAD AND CHANGED CORNER FLASH PART NUMBER. LEC
5\ ADDS BASE ANGLE/TRIM,FLASH NOTE, FLASH AND PANEL LAPS RB
S
0. C.
REFER TO ROOF PANEL CONS TRUC TION
DRAWINGS FOR SECTIONS AND SCREW
PLACEMENT A T EA VE AND GABLE.
v J —'tlljlj4jfl
OELAP
WALL PANEL ENDLAP
(REFER TO ERECTION DRAWINGS)
WALL SCREWS
0 1'-0 O.C.
BASE TUBE SHO VN
(SEE SECTIONS FOP
0 THER BA SE' FRA M f,VG)
LAP SCREWS
02'—O O. C.
WALL SCREWS —
0 5"-7"-5" O.C.
ATTACH BASE FLASH KITH STRUCTURAL
SCREW AT EACH LAP, TERMINA TING END,
AND CENTER UNTIL PANEL IS INSTALLED.
CORNER FLASH
NC 1
WALL SCREWS
0 5"-7"-5" O.C.
FIELD MI it R
BASE FLASH
TRIM FASTENEP.S
0 2'-0 O.C.
TRIM FA S TENERS — CORNER FLASH
0 2"-0 O.C. NC1
SEC TION 'B'
WALL SCREWS
0
SEC TION "C"
OPTIONAL
RUBBER FILLER BASE TUBE
STRIP NG74 BT10
OR
RUBBER PLUG
NG75
� J
BASE FLASH
(SEE SCHEDULE)
BA SE TUBE
OPTIONAL -
METAL RIB
FILLER NG71
BASE FLASH : N
(SEE SCHEDULE)
BA SE TUBE
OP TIONAL
RUBBER FILLER
S TRIP NG74
OR
RUBBER PLUG
NG75
i
BASE FLASH
(SEE SCHEDULE)
BA SE CHANNEL
BA SE TUBE
BT10
BASE CHANNEL
BC2 (82"' CHA NNEL )
BC3 (10" CHANNEL)
ANCHOR
NOT BY STAR
OPTIONAL
RUBBER FILLER BASE ANGLE
STRIP NG74 BA 11 (10'-0)
OR BA 12 (20'- 0)
RUBBER PLUG
NG75
a a _ a
'v J
BASE FLASH
(SEE SCHEDULE) ANCHOR
NOT BY STAR
BASE ANGLE
OP TIONAL
METAL RIB BASE ANGLE
FILLER NG71 BA 11 (10'-0)
BA 12 (20'— 0)
f
0
'o
BASE FLASH
(SEE SCHEDULE) ANCHOR
NOT BY STAR
BASE ANGLE
. a o
BA SE GIR T
BASE FLASH
N81
OPTIONAL
RUBBER FILLER
NB2 STRIP NG74
OR
RUBBER PLUG
NG75
NB3 -
i
�x
NB4
AA
PQQQ ESTER
NB5
NO TES:
BASE GIRT
(SEE FRAMING ELEVATIONS)
BAS AN LIM
7T
A
�•<z i� 2
\.NOH
O ;B STAR
/M
I ONLY)
1. SIDEWALL PANEL LENGTH IS EQUAL TO NOMINAL SAVE HEIGHT.
2. ALL BASE FLASH, RUBBER, FOAM OR METAL RIB FILLERS ARE
OP TIONAL I TEMS AND MA Y OR MA Y NO T BE ON JOB FOR
J. STAR TRIM PARTS ARE PROVIDED IN STANDARD LENGTHS
AND MAY REQUIRE FIELD CUTTING TO LENGTH.
(NOTE! REMAINDER MAY BE REOUIRED AT A DIFFERENT LOCA TION.)
DRN. BY DATE
oArE NOTES LEC
THIS DRAWING IS NOT TO SCALE CHK 6Y DATE AO)
STAR
UILDINGB SYSTEMS
a Robertson Ceco company
DURA -RIB WALL PANEL 20.01-05
CONSTRUCTION DETAILS
411-9198
I
i
wy
i t �
G
w
i �77,rrivgl Ovf ;
'
jep
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Ae
— - — -77 — fi
�. .
's4 riD.
_ t
All W
], Z -F.
- .___ .-_ �('—. _-•-- _ - _rs T . _..y._. ' --,,II .M - __ . _ .. 7 c : iF;;_ r..d. ' ! -4.r�. , G. - Goy'• .r`3�rs.
,-oxz
Thap DF
7, REQ IEW
.. — ..-
t ,.l ED � - � - ! � tK of r,(� _ • � ._ ' �!) / • ��l i L/.� `%%-
WH
STRU _TML
L_mln"b
NO. 3M - 0;9t.ne tie con caco ly!I /"��1 1 /�fj�L/�-IY_Lon'irac o is i G se uences , .n.- ._..to as. _jon'- ma^� ast e 1 1 1 ;�;�nswu <,n safe manner.{ _ . . __ dtarsr.consva, 1NC l0.i?RCSSER F P".:K_ E { �g _ 'SS s i
CLIP CL255
EA VE S TRU T
LIP CL268
i/(4) 2 "0 X 14" A325 BOLTS
CLIP CL 273
W/(4) 2 '0 X 14" A325 BOL TS
COLUMN
JRLIN WEB STIFFENER CL204
1IEN REQUIRED BY DESIGN.
E ERECTION DRAWINGS
)R LOCATIONS AS DENOTED
Y THE 'SYMBOL 0 .
-TER
Int lint
'VTI -ROLL CLIP CL203
HEN REQUIRED BY DESIGN.
:`E EREC TION DRAWINGS
)R L OCA TIONS AS DENOTED
Y THE SYMBOL A.
RAFTER
PLATE FACTORY
)EO TO RAFTER FLANGE
-TER
p p ,
0 0 0 0
0�
0
FLANGE BRACE
ANTI -ROLL CLIP CL203
(SEE DETAIL "B')
CIO;
aeD 0 p 0
I 11 ROD BRACE
Kv 11
I 11
CLIP CL255 p 1 0 p NOTE. PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT
NECESSARILY BE THE SAME ON EACH SIDE OF THE
RAFTER. SEE ERECTION DRAWINGS FOR AP
� � 0 L SYMBOL
►® ROD BRACE
I AND Z_ SEC TION LAP TABLE.
I
It
I
EA VE S TRU T
II '
1 1
II LAP SYMBOL
1 II LAP SYMBOL
® ® ® p
I 0 2 LAP BOLTS MUST BE
p DO NOT INSTALL BOLTS HERE UNLESS
O p FLANGE BRACE INSTALLED AT END OF LAP PURLIN CLIP CL203 CL204 CL277 OR 0 , 0
WELDED W/NG PLATES ARE REQUIRED.
PEAK PURLIN TIE PC30
REQUIRED A T THIRD PO/N TS OF EACH BA Y
FOR 4:12 OR GREATER ROOF SLOPES ON
60'-0 OR GREATER BUILD/NG WIDTHS.
(NO T REQUIRED WHEN SA G S TRU TS
OR SAG STRAPS ARE USED)
/- (2) STRUCTURAL SCREWS
A T EACH END
OPTIONAL INSULATION TRIM NP51
(TRIM MUST BE INSTALLED BEFORE
PEAK PURLIN TIES)
_ R00 BRACE i
000 O p
® 000
O 0
101j"- - I
X — —
4
A325 BOLTS
ROD BRACE —� — —
CLIP CL 268
ROD BRACE
RAFTER
: RAFTER UTILIZE BOTTOM
CLIP CL273 SLOPE WASHER
HOLE FOR BOLTING r +�� `.� � � FLANGE BRACE MAY BE REQUIRED
FLA T WASHER UP FLANGE BRACE FLANGE BRACEOR BOTH SIDES OF RAFTER.
ON ONE
R00 BRACE
HEX NUT O O SEE ERECTION ORA WINGS FOR L OCA TION.
0O
BURR THREADS AFTER AL TERNA TE FLANGE
FINAL TIGHTENING BRACE ATTACHMENT
®
J,_0 J'_0
FIELD BURN HOLES IN GIR TS
S REQUIRED FOR ROD BRACE DETAIL A T ROD BRACE CONNECTION DETAIL AT PURLIN
SHEETING
CLIP PC30
COLUMN
STRUCTURAL CLIP CL205
AL TERNA TE FLANGE
SCREW TYP. COLUMN
( ) OR GIRT BRACE A TTA CHMEN r
PC9_ O O O O
CLIP CL205 `''� `,��• +�.�� `��.,
® OR •r
��- PC9_
ROD BRA CE _--- -----
,;
SHEETING ROD BRACE ANCHOR i O O,
CLIP PC30_ CL 112 FOR "0 THRU -T-0 RODS
CHA, ✓NEL GIR T O I O
(IF REQUIRED, MA Y FACE CL 113 FOR "0 THRU 1 "o RODS — -
STRUCTURAL CLIP CL205 UP OR DOWN. REFER TO SEE ANCHOR BOLT SETT,'NG PLAN FOR
SCREW (TYP.) OR ERECTION DRAWINGS.) ANCHOR BOLT SIZE AND LOCATION.
NO TES
1. ALL,.06L QjCzn
BE 2 "0 X 14"" A307
U ES
D.O
2. 11,�INS �E BO TED TO A WING
1
r A TE R Y W C Eff TO THE
DETAIL A T EA VE
DETAIL "A "
FLANGE BRACE MAY BE REQU/RED.
DETAIL "B"
DETAIL "C"
SEE ERECTION DRA WINGS FOR L A TI
-ON"...
`!
E G RECOMMENOA TIONS
f, s�`f
l OROANCE WITH '"SPEC/F/CA TION FOR
PURLIN
�`-
O
UCTURAL JOINTS USING A325 OR A490
"TURN
(SIMILAR AT HIGH
BOL TS" THE OF THE NUT" METHOD
O
OF TIGHTENING IS STAR STANDARD. WHEN
(TYP/CAL)
REQUESTED BY THE CUSTOMER, "CALIBRATED
WRENCH W/ TH WASHER UNDER THE TURNED
SIDE SINGLE SLOPE)
EL EMEN T " MA Y BE U TIL /ZED.
1
0 0
i i
1
0
I
i
i
i
PURLIN WEB STIFFENER
CL20 4
i i i
( DETAIL SEE DE L A
1 1
1 I
I® II
1 n
1 it
1 II
0
Op
1
p 0
p 0
FLANGE BRACE
0 0
0
1
I
-
0
1
1 it
I®
CIO;
aeD 0 p 0
I 11 ROD BRACE
Kv 11
I 11
CLIP CL255 p 1 0 p NOTE. PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT
NECESSARILY BE THE SAME ON EACH SIDE OF THE
RAFTER. SEE ERECTION DRAWINGS FOR AP
� � 0 L SYMBOL
►® ROD BRACE
I AND Z_ SEC TION LAP TABLE.
I
It
I
EA VE S TRU T
II '
1 1
II LAP SYMBOL
1 II LAP SYMBOL
® ® ® p
I 0 2 LAP BOLTS MUST BE
p DO NOT INSTALL BOLTS HERE UNLESS
O p FLANGE BRACE INSTALLED AT END OF LAP PURLIN CLIP CL203 CL204 CL277 OR 0 , 0
WELDED W/NG PLATES ARE REQUIRED.
PEAK PURLIN TIE PC30
REQUIRED A T THIRD PO/N TS OF EACH BA Y
FOR 4:12 OR GREATER ROOF SLOPES ON
60'-0 OR GREATER BUILD/NG WIDTHS.
(NO T REQUIRED WHEN SA G S TRU TS
OR SAG STRAPS ARE USED)
/- (2) STRUCTURAL SCREWS
A T EACH END
OPTIONAL INSULATION TRIM NP51
(TRIM MUST BE INSTALLED BEFORE
PEAK PURLIN TIES)
_ R00 BRACE i
000 O p
® 000
O 0
101j"- - I
X — —
4
A325 BOLTS
ROD BRACE —� — —
CLIP CL 268
ROD BRACE
RAFTER
: RAFTER UTILIZE BOTTOM
CLIP CL273 SLOPE WASHER
HOLE FOR BOLTING r +�� `.� � � FLANGE BRACE MAY BE REQUIRED
FLA T WASHER UP FLANGE BRACE FLANGE BRACEOR BOTH SIDES OF RAFTER.
ON ONE
R00 BRACE
HEX NUT O O SEE ERECTION ORA WINGS FOR L OCA TION.
0O
BURR THREADS AFTER AL TERNA TE FLANGE
FINAL TIGHTENING BRACE ATTACHMENT
®
J,_0 J'_0
FIELD BURN HOLES IN GIR TS
S REQUIRED FOR ROD BRACE DETAIL A T ROD BRACE CONNECTION DETAIL AT PURLIN
SHEETING
CLIP PC30
COLUMN
STRUCTURAL CLIP CL205
AL TERNA TE FLANGE
SCREW TYP. COLUMN
( ) OR GIRT BRACE A TTA CHMEN r
PC9_ O O O O
CLIP CL205 `''� `,��• +�.�� `��.,
® OR •r
��- PC9_
ROD BRA CE _--- -----
,;
SHEETING ROD BRACE ANCHOR i O O,
CLIP PC30_ CL 112 FOR "0 THRU -T-0 RODS
CHA, ✓NEL GIR T O I O
(IF REQUIRED, MA Y FACE CL 113 FOR "0 THRU 1 "o RODS — -
STRUCTURAL CLIP CL205 UP OR DOWN. REFER TO SEE ANCHOR BOLT SETT,'NG PLAN FOR
SCREW (TYP.) OR ERECTION DRAWINGS.) ANCHOR BOLT SIZE AND LOCATION.
PC9_ G/R T
ROD BRACE GIR T
STRUCTURAL 78 78 a T CL205
SCREW (TYP)
SHEETING 3'-0
CLIP PC30_
•
DETAIL AT ROD BRACE ANCHOR DETAIL A T GIR r
. • (ZEE GIRT SHOWN
CHANNEL GIRT SIMILAR)
REVISIONS 6Y DATE NOTES oR" er DATE
REF
THIS DRAWING IS NOT TO SCALE. CHK P DQ STAR BUILDING SYSTEMS
RB
a Robertson Ceco company
I
UTILIZE INSIDE
HOLE FOR BOLTING
UP FLANGE BRACE
® FRAMING DETAILS
W1 TH
O FL USH COL UMN
1 2. 1 2.00
10/4/98
NO TES
1. ALL,.06L QjCzn
BE 2 "0 X 14"" A307
U ES
D.O
2. 11,�INS �E BO TED TO A WING
r A TE R Y W C Eff TO THE
FRAMELANG EEf' DETA/L "C')
FLANGE BRACE MAY BE REQU/RED.
ON ONE OR BO TH SIDES OF COL UM
SEE ERECTION DRA WINGS FOR L A TI
-ON"...
`!
E G RECOMMENOA TIONS
f, s�`f
l OROANCE WITH '"SPEC/F/CA TION FOR
- —✓
�`-
O
UCTURAL JOINTS USING A325 OR A490
"TURN
BOL TS" THE OF THE NUT" METHOD
O
OF TIGHTENING IS STAR STANDARD. WHEN
0
REQUESTED BY THE CUSTOMER, "CALIBRATED
WRENCH W/ TH WASHER UNDER THE TURNED
EL EMEN T " MA Y BE U TIL /ZED.
PC9_ G/R T
ROD BRACE GIR T
STRUCTURAL 78 78 a T CL205
SCREW (TYP)
SHEETING 3'-0
CLIP PC30_
•
DETAIL AT ROD BRACE ANCHOR DETAIL A T GIR r
. • (ZEE GIRT SHOWN
CHANNEL GIRT SIMILAR)
REVISIONS 6Y DATE NOTES oR" er DATE
REF
THIS DRAWING IS NOT TO SCALE. CHK P DQ STAR BUILDING SYSTEMS
RB
a Robertson Ceco company
I
UTILIZE INSIDE
HOLE FOR BOLTING
UP FLANGE BRACE
® FRAMING DETAILS
W1 TH
O FL USH COL UMN
1 2. 1 2.00
10/4/98
FIELD CUT HEM -
FIT FND CLG'.`.UR.E
COLLECTOR BOX AT LAP ;Nr GF GUTTER &
ATTA4 -Yl WOH, (4) EAVE STRUT ADAPTORV
EA E STRUT ADAPTOR
PCP H, VETS, SEAL ES 1 1: 12 & 1: 12 �•
ES 2 & 1: 12
----- : 2 )
r�
n
Wi . l
. U
L
K
ES2
�1
2. 2
- �:�:'k:=:':��:•::-:-:�:-:-:-:-::-:':•:'-:-:-.:. _ - - --- - .� � - r , (° ) ES2 (2: 12)
.. :::::::::::::::
::::: E�� 3: 12) ES3 (3: 12
-'::`}::_:_: �' ES4 (4: 12) ES4 (4:12)
/------ ---- ` -- ----
/ 0...................
-----
�y�
Vel � � ............... � o ',
� 1
FIELD CUT TOP OF DOWNSPOUT / \
TO FIT BEVEL OF GUTTER. USE / 14-0
DOWNSPOUT AS TEMPLATE TO /
GUTTER END CLOSURE i STRUCTURAL SCREW I STRUCTURAL SCREW
I 1
MARK BOTTOM OF COLLECTOR BOX. 2 "
1
DRILL 8" 0 HOLE IN COLLECTOR BOX AND � �qp NJ18L (THIS END) ,• 12 &• : 12 i ®2'-0 O.C. ®2'-0 O.C.
NJ18R (OPP. END) 2' i I
FIELD CUT AS SHOWN. BEND TABS TRIM FASTENERS
DOWN AND ATTACH THE DOWNSPOUTS 6 REQUIRED
WI TH 3 TRIM FASTENERS. O NJ19L (THIS END)
n uIn 1 , I
DOWNSPOUT ATTACHMENT
STRUCTURAL SCREW @ EACH
GUTTER SUPPORT AND 0
1'-0 O.C.
TRIM. FASTENER A T EACH
GU TIER SUPPOR T
COL L EC TOR BOX NJ29
FIELD CUT GUTTER AS -�
SHOWN BEFORE INSTALLING
AND SEAL WITH CAULK
i
k ssrr
4
i
TRIM FA S TENERS
(10) REQUIRED AT �Y
COLLECTOR BOX
DOWNSPOUT STRAP NK1 —
A T TOP AND BOTTOM OF
DOWNSPOUT AND AT EAC)
SPLICE. ATTACH W/ TH
(5) TRIM FASTENERS.
REVISIONS
SPLICE DETAIL GUTTER END CLOSURE
(SEAL SPLICE WITH CAULK)
GUTTER SUPPORT
NJ23
(2: 12 & 1: 12)
NJ24
(2:12)
NJ25
(3.- 12)
NJ26
(4:12)
4'-0
O.C. STARTING AT
2'— 0
FROM END OF GUTTER
VV I ILII
NJ9 (12'-2) 2:12 & 1: 12
NJ10 (12'-2) 2:12
NJ11 (12'-2) 3:12
NJ12 (12'-2) 12
DOWNSPOUT
FIELD CUT,
IF REQUIRED
DOWNSPOUT TO BE LOCATED AT THE
OF MAJOR RIB OF WALL PANEL
EA VE
TRIM
NJ20R (OPP.
NG21
(12'-2)2:
12 & 1: 12
NG22
(12'-2)
2:12
NG23
(12'-2)
S3-12
NG24
(12'-2)
� 4:12
NJ19R (OPP. END) � 2:'z
NJ20L (THIS
END)
NJ20R (OPP.
ENO) 3:12
NJ21 L (THIS
END)
NJ21 R (OPP.
END) 4:12
TRIM FA S TENER
® 1'-0 O.C.
METAL RIB FILLER
NG70
SECTION AT DURA—RIB WALL
GUTTER EXPANSION CAP NJ28 1 "
ATTACH TO ONE END CLOSURE
ONLY W/ TH (3) TRIM FASTENERS
GU T TER
NO TCH HEMS
AS- SHOWN 2, �qP COLLECTOR BOA
I -
,,, TRIM FAS
I
2 I (3) REOU1
f::
= `-FIT END CLOSURE
/ INSIDE GUTTER &
2' 14,0 I A TTA CH WITH (4)
POP RIVETS, SEAL
W/ TH CA UL K
TRIM FASTENERS
(2) REQUIRED AT
EACH END CLOSURE
GUTTER EXPANSION JOINT
0" TO 199'-11 NO EXPANSION JOINT REQUIRED
200'-0 TO 399'-11 ONE EXPANSION JOINT A T MIO—POINT.
400'-0 TO 599'-11 EXPANSION JOINT REQUIRED AT 113 POINTS.
WHEN A BUILDING EXPANSION JOINT /S REQUIRED, A GUTTER
EXPANSION JOINT IS REOUIRED 4 T THE SAME LOCA TION.
* DO NOT ATTACH GUTTER TO ROOF PANEL AT EXPANSION
JOINT GUTTER SUPPORTS SHOULD BE LOCATED AT EACH
SIDE OF EXPANSION JOINTS.
DOWNSPOUT SCHEDULE
W/ TH ELBOW
STRAIGHT
ELBOW
DP1 7'-5
OP19 81'
DP2 9'-5
i DP244 10'-2
DP33 45'
DP3 11 '-5
i MTC ONLY
, Y
I MTC ONLY
DP4 13'-5
i NK3 10'-0
�'J NK4 75'
�.�45'
DP5 15'-5
NK5 90'
DPN. BY
6Y DATE NOTES RB
�r s
THIS DRAWING IS NOT TO SCALE CNK BY
R L
".1 MEMNON lmt—001 00
r
(4) REQUIRED
SCREW
—7"-5" O.C.
STRUT
W SPOU T
.D CU T,
?EQUIRED
TRIM FA S TENERS
(4) REQUIRED
EL 5
NK,e
DO6
S TFX
DO WNSPOU T
FIELD CUT,
IF REQUIRED
DOWNSPOUT
STRAP NK 1
ELBOW
DE TAIL A T 'ANOP K RETURN
DATE
DATE STAB BUILDING SYSTEMS
a Robertson Ceco Company
TRIM FA S TENER
® 1'-0 O.C.
METAL RIB FILLER
NG80
TRIM FASTENER —
®8"O.C.
OU TSIDE CLOSURE
SCREW
" 0. C.
STRUT
SECTION AT S TA RMARK PANEL
EA VE STRUT ADAPTOR
ES5 (21:12 & 1: 12)
ES6 (2:12)
ES7 (3: 12)
--f �-- ES8 (4: 12)
STRUCTURAL SCREW
?P 2'-0 O.C.
—A VE STRUT
SECTION AT 3" WALL
NO TE --
Y
ROOF AND WALL PA L S, S,
CLEANED OF ANY RlL6 SHp
NGS
FIELD CUTT/N ILINGS ;*T THE f�l� OF
EACH DAY 0 PREV.EN T R(,G OF
THESE AR TlCLLs. r-�1
GUTTER DETAILS
(PRESS BROKE)
_S TARSH; ELD ROOF
4!. Uh. 00
0/20/96
BUILDING SPECIFICA TIONS
THE STRUCTURE SUPPLIED BY STAR BUILDING SYSTEMS HAS BEEN DESIGNED AND
DETAILED FOR THE LOADS AND CONDITIONS S77PULATEO IN THE SALES ORDER AND
SHOWN, ON THESE DRAWINGS. ANY AL TERA TIONS TO THE STRUCTURAL SYSTEM OR
REMOVAL OF ANY COMPONENT PARTS, OR ' THE ADDITION OF OTHER CONSTRUCTION
MATERIALS OR LOADS MUST BE UNDER THE ADVICE AND DIRECTION OF A REGISTERED
ARCHITECT CIVIL OR STRUCTURAL ENGINEER. STAR BUILDING SYSTEMS WILL ASSUME
NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED.
THIS BUILDING IS DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN
PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENOA TIONS OF
THE FOLLOWING ORGANZA TIONS AND CODES:
AMERICAN INS TI TU TE OF STEEL CONSTRUCTION: SPECIF/CA TION FOR THE
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
AMERICAN IRON AND S TEEL INS TI TU TE: "SPECIFICA TION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS".
THE BUILDING CODE IS AS STATED ON THE ENGINEERING DESIGN CRITERIA SHEET
AMERICAN WELDING SOCIETY- "STRUCTURAL WELDING CODE" AWS D1.1
METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS
MANUAL
MA TERIAL S
MA TERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF
PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER
THAN COLD -FORMED SECTIONS) CONFORM TO AS!U A529 OR ASTM A572 111TH A
MINIMUM YIELD POINT OF 50,000 PSI.
MATERIAL PROPERTIES OF. HOT ROLLED STRUCT cIRAL SHAPES CONFORM TO ASTM
A529 OR ASTM A572 WITH A MINIMUM YIELD POINT OF 42,000 PSI.
MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO
THE REQUIREMENTS OF ASTM A570, GRADE 55, WITH A MINIMUM YIELD POINT OF
' 55, 000 PSI.
ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP
COA T OF IRON OXIDE CORROSION INH/BI TI VE PRIMER. (UNLESS OTHERWISE SPECIFIED)
r
INSPEC TION/JOBS/ TE
SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF
THE BUILDER, UNLESS STIPULATED OTHERWISE
FIELD INSPECTION IS PER THE DESIGNATED CODE AND/OR LOCAL AGENCY. (NOT
BY'STAR)
STAR IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, OR JOB SITE INSPECTION
FOR THIS PROJECT AND HAS NOT MADE A FIELD REVIEW OF THE BUILDING SITE.
MARK NUMBER
DJ (DOOR JAMB)
DH (DOOR HEADER)
GC (CEE MEMBER)
Z (PURL IN)
Z (GIR T)
E (EA VE S TRU T)
STAR BUILDING SYSTEMS
BUILDING OESCRIP TION
NOMINAL SIZE. WD TH LENGTH EA VE HEIGHT ROOF SLOPE
(LOW SIDE)
BUILDING ' A " 18,_0 X 40'-0 X 13'- 7 4f : 12
BUILDER RESPONSIBILITIES
THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM
THE APPROPRIA TE AGENCY AS REQUIRED.
APPROVAL OF STAR BUILDING SYSTEMS DRAWINGS AND CALCULATIONS INDICATE
THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF
THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SEC. 4.2.1 A/SC CODE OF
STANDARD PRACTICE.)
WHERE DISCREPANCIES EXIST BETWEEN THE STAR DRAWINGS AND THE PLANS
FOR OTHER TRADES, THE STAR DRAWINGS SHALL GOVERN.(SEC. 3.3 AISC CODE
OF STANDARD PRACTICE.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE
NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF THE BUILDER AND
ENGINEERS OTHER THAN STAR ENGINEERS UNLESS SPECIFICALLY INDICATED.
THE BUILDER IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED
WORK IN COMPLIANCE WITH STAR DRAWINGS.
TEMPORARY SUPPORTS, SUCH AS TEMP. GUYS, BRACES, FAL SEWORK OR OTHER
ELEMENTS READ. FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED
BY THE ERECTOR. (SEC. 7.9.1 A/SC CODE OF STANDARD PRACTICE.)
IT IS THE BUILDER'S RESPONSIBILITY TO APPLY OR OBSERVE ALL
PERTINENT SAFETY RULES AND REGULA TIONS, AND PER OSHA STANDARDS AS
APPLICABLE.
THE BUILDER IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS
RECEI VED.
SHORTAGES MUST BE REPORTED TO STAR BUILDING SYSTEMS WITHIN 48
GENERAL NOTES
'CROSS SEC TION
MEMBER
d
b
t
DESC.
( dsxbx t)
L
(Il)
8.5C75
8.5X3, 25C. 075
.750
8.5C92
8.5X3.250.092
1.00
1 OC75
l OX2. 75C. 075
1.125
1 OC84
10X2.750.084
1.125
1OC100
10X2 750.100
1.1875
b'
r
d t
DESC.
SEC nON
( d x b x t)
(/N)
L
(1N)
8.5Z57
8.5X2.52 057
.769
8.5Z64
8.5X2.52064
.781
8.5Z72
8.5X2.52. 072
.951
8.5Z80
8.5X2.5Z.080
.965
8.5Z88
8.5X2.52 088
.978
l OZ75
I OX2. 75Z. 075
1.0
1OZ84
10X2 75Z. 084
1.0
10Z100
10X2 752.100
1.0625
b '
r-
d t
DESC.
SEC770M
( d x b x t)
(IN)
L
(IN)
8.5E75
8.5XJ. 25ES. 0 75
.750
8.5E92
8.5XJ. 25ES. 092
1.00
7OE84
IOXJ. 25ES. 084
1.1875
1OE84
9.525XJ. 25ES. 084
1.00
MARK NUMBER
DJ (DOOR JAMB)
DH (DOOR HEADER)
GC (CEE MEMBER)
Z (PURL IN)
Z (GIR T)
E (EA VE S TRU T)
STAR BUILDING SYSTEMS
BUILDING OESCRIP TION
NOMINAL SIZE. WD TH LENGTH EA VE HEIGHT ROOF SLOPE
(LOW SIDE)
BUILDING ' A " 18,_0 X 40'-0 X 13'- 7 4f : 12
BUILDER RESPONSIBILITIES
THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM
THE APPROPRIA TE AGENCY AS REQUIRED.
APPROVAL OF STAR BUILDING SYSTEMS DRAWINGS AND CALCULATIONS INDICATE
THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF
THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SEC. 4.2.1 A/SC CODE OF
STANDARD PRACTICE.)
WHERE DISCREPANCIES EXIST BETWEEN THE STAR DRAWINGS AND THE PLANS
FOR OTHER TRADES, THE STAR DRAWINGS SHALL GOVERN.(SEC. 3.3 AISC CODE
OF STANDARD PRACTICE.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE
NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF THE BUILDER AND
ENGINEERS OTHER THAN STAR ENGINEERS UNLESS SPECIFICALLY INDICATED.
THE BUILDER IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED
WORK IN COMPLIANCE WITH STAR DRAWINGS.
TEMPORARY SUPPORTS, SUCH AS TEMP. GUYS, BRACES, FAL SEWORK OR OTHER
ELEMENTS READ. FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED
BY THE ERECTOR. (SEC. 7.9.1 A/SC CODE OF STANDARD PRACTICE.)
IT IS THE BUILDER'S RESPONSIBILITY TO APPLY OR OBSERVE ALL
PERTINENT SAFETY RULES AND REGULA TIONS, AND PER OSHA STANDARDS AS
APPLICABLE.
THE BUILDER IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS
RECEI VED.
SHORTAGES MUST BE REPORTED TO STAR BUILDING SYSTEMS WITHIN 48
SHOP D:3�lllallpl G REVII:`Al
ENGINEER'S REVIEWd..�
RES�Sc
CONTRA � pR OF
��
N ed U c,,,,�can"
A1ls&ed The Eng",eers review ofthis
dmens ons, equipment and ma rna's n limited to the review of
eo `ufcal;ons and for design cc p esented in the Cntract plans,
Con rector from errors or omissi his review diffaloes not relieve the
tots s Thes: Cont -3-
of addressing any dev at ns from tsu thherco tlractcont
po ,
n1en!s The Contactor is responsib, for the deta'I
fabr�ti
02 ell
MAR 1999 t
Lo RECEIVED o
(field Office
��, 6 8 L95�
on and r*anufaeture, the means, methods, techntlue5nsions of
or procedures e! gnst.uctlon and pelorm:ng his work. in a safe manned
CAI,tP DRESSER "& MCKEE INC.
Py�G Date 30 "C%C/
RECEIVED
MAY 131997
Yarmouth Fire & Rescue
Y RMOUTH FIRE DEPT,
DEPUTY CHIEF
GENERAL NOTES
2\
CHANGES THRU R= 4^_'ON 2
DRAWN
ENGINEERING DESIGN CRITERIA
1)
ROOF PANEL 24 GA.
S TARSH/ELD - - ALUM -ZINC
2)
WALL PANEL 26 GA.
DURA -RIB -- STONE GRAY
BUILDING CODE
BU / L D I NG END USE
MASSACHUSETTS STATE BUILDING CODE 6TH
S TORAGE ED l TION
3)
EA VE GU TIER 26 GA.
- - S TONE GRA Y
DEAD LOAD
3.26 PSF STAR MATERIAL
4)
DOWNSPOUT 26 GA.
- - SHELL WHITE
SNOW LOAD ZONE
1
5)
GABLE FLASH 26 GA.
-- STONE GRAY
SNOW LOAD (PF) :
25.0 PSF
6)
EA VE TRIM 26 GA. -
- STONE GRAY
W / ND L OA D ZONE
3
CHECKED
DATE
WIND LOAD
90.0 MPH
7)
ALL OTHER FLASH 26 GA. -- SHELL WHITE
REFERENCE WIND PRESSURE
21 PSF
WIND EXPOSURE
B
BUILDING WIND
ALL BUILDINGS DESIGNED AS ENCLOSED
SEISMIC LOAD
(CS)W
SEISMIC VALUES
AV = 0. 12 AA = 0.12
SEISMIC HAZARD EXPOSURE GROUP :
GROUP I
SOIL S1 TE S4
2.00
L OA COMB / NA T 1 ONS
DL + LL + SN
DL +LL +SN+0.5WL
DL +LL +0.5SN+WL
DL + LL + SN + EQ
H / GH STRENGTH BOLT T / GH TEN / NG
IN ACCORDANCE W l TH THE "SPEC I F / CA T l ON FOR
STRUCTURAL JOINTS USING ASTM AJ25 OR A490
"
BOL TS THE TURN OF THE NUT METHOD OF
TIGHTENING IS RECOMMENDED.
SHOP D:3�lllallpl G REVII:`Al
ENGINEER'S REVIEWd..�
RES�Sc
CONTRA � pR OF
��
N ed U c,,,,�can"
A1ls&ed The Eng",eers review ofthis
dmens ons, equipment and ma rna's n limited to the review of
eo `ufcal;ons and for design cc p esented in the Cntract plans,
Con rector from errors or omissi his review diffaloes not relieve the
tots s Thes: Cont -3-
of addressing any dev at ns from tsu thherco tlractcont
po ,
n1en!s The Contactor is responsib, for the deta'I
fabr�ti
02 ell
MAR 1999 t
Lo RECEIVED o
(field Office
��, 6 8 L95�
on and r*anufaeture, the means, methods, techntlue5nsions of
or procedures e! gnst.uctlon and pelorm:ng his work. in a safe manned
CAI,tP DRESSER "& MCKEE INC.
Py�G Date 30 "C%C/
RECEIVED
MAY 131997
Yarmouth Fire & Rescue
Y RMOUTH FIRE DEPT,
DEPUTY CHIEF
JOB N0,
98-47,35
MEMBER
MBA
DRAWING NO.
E1
08
REVISED
2\
CHANGES THRU R= 4^_'ON 2
DRAWN
DATE
ASTAR BUILDING SYSTEMS P.O. BOX 94910
• OKLAHOMA CITY, OK 73143
A RobertsonCeco Company
(405) 636-2010
CHECKED
DB
DAA
10-29-98
DETAILED
DATE
BUILDER: CUSTOMER:
L OHP REAL TY & CONS TRUC TION TO g 1 Y OF YARMOUTH C/0 R BATES & SON
SOUTH DENNI.S, MASSACHUSETTS SOUTH YARMOUT, MASSACHUSETTS
CHECKED
DATE
ENG. REVIEW
JOB N0,
98-47,35
MEMBER
MBA
DRAWING NO.
E1
08
l'-0
19'-0 W-0
l'-0
�•
11 2 SAG STRUT NS EACH BAY.
I
I
CO
o
�
Z
k
h
I
h
I
i
NS10J6A
co
I
P
co
c c
OI
U.N.
�'
►^
I
Z9R
(TYP. U.N.
O.)
Z9L
(TYP.
.) � I
EO
3'-24 LAP
�
MEMBER
MBMA
DETAILED
FB83
B�
l'- 7 LAP
O
3'-7 LAP
I�
co
�i
2 Z
l�
I
CHECKED
IZ
I
zI
I
2'-1 LAP
OG
4'-1 LAP
O
�
O
1 2'-7 LAP
<8>
24 LAP
NOT TO
�Xi
I
Q�
ao
^
o
LOW SIDE
-e
EXISTING BUILDING (N.B.S.)
HIGH SIDE
2 ROOF FRAMING PLAN
�%
t
I�
N
�•
0
I
I
CO
o
�
Z
h
I
h
I
h
I
i
NS10J6A
W
I
P
tei.l
LAP
�
►^
P
� Q
0 0
o
PC,;
O
1'-1 LAP
EO
3'-24 LAP
I�
N
�•
0
I
I
I
o
P
Z
h
I
h
I
h
I
i
NS10J6A
W
I
P
S'O.,IBOL
LAP
►^
P
� Q
0 0
o
PC,;
O
1'-1 LAP
EO
3'-24 LAP
4
CF2A
SIDEWALL ELEVATION "1" AT GRID LINE "A"
E1- E2
3'-2 11 12'-0
l'-0 19'-0 19'-0
1'- 0
C13B
PC31 A
Z4
PC31 A
Z4 PC31 A
PC31
0
l'-0
d) d)
CI48 CFl A CI4B
SIDEWALL ELEVATION 72" AT GRID LINE "B
(3) NG21 F6
3 NJ9F6
I
I
t l
I
I
I
I
I
I
I
h
I
h
I
h
I
h
I
i
NS10J6A
^
I
LAP
S'O.,IBOL
LAP
IOJ5
� Q
0 0
CHECKED
OB
DATE
10-29-98
O
1'-1 LAP
EO
3'-24 LAP
MEMBER
MBMA
DETAILED
DATE
B�
l'- 7 LAP
O
3'-7 LAP
I�
co
�i
2 Z
BUILDER: CUSTOMER:
LOHR REAL TY & CONSTRUCTION TO= OF YARMOUTH C/0 R BATES & SON
SOUTH DENNIS, MASSACHUSETTS SOUTH YARMOUT, MASSACHUSETTS
_
I
CHECKED
IZ
I
zI
I
2'-1 LAP
OG
I NB3J6
�1 2'- 0
BACKLAP S/DEV✓ALL ELEVATION '2" AT GRID LINE "B"
PyLcvthe' 3 c -n fPr-3 77fi-Yt-i� I�ipyt' cclrtwvJw 5
12
-�--�— RE1 B —�
i ^moi O
I I i
Z9"
v = ' Z7 n
`M° PC31 B co =
J
Z10 Z8
Q Q W
�r ^ ^ a PC31 B
Z9 Z7/01
o PC31B
12
4' F RE 1 B
C13B CI4B
ENDWALL ELEVA TION "4" A T GRID LINE "3"
(2) N025G4
(2) N026G4
NN58F6L (1 1/2) NN50J6
NN6OF6
NN60F6 (6) NG 70,15
NN52F6R
NN53F6
NL25F6
^
NJ18F6L
O
(2) N026G4
O
(1 1/2) NN5OJ6 NN58F6R
NN52F6L
-w
NL25F6
^
^
^
JOB NO.
^
NB3J6
ENDWALL ELEVATION "4" AT GRID LINE "3"
18'-0
d) d)
CI4B Cl3B
ENDWALL ELEVATION "3" AT GRID LINE "1"
Q
2
icy
(2) N026G4
NN6OF6
(1 1/2) NN5OJ6 NN58F6R
NN52F6L
(6) NG7OJ6 NN6OF6
NL25F6
NN53F6
NJ18F6R
I
Q
2
icy
REVISED
O^
CHANGES THRU REVSION 2
1
I
I
I
I
JOB NO.
^
^
^
^
^
^
LAP
ENDWALL ELEVATION "3" AT GRID LINE "1"_
Q
/VL -w bac 1—
120o (- c✓C a4f t-
Z SBC TION LAP TABLE
REVISED
2
CHANGES THRU REVSION 2
DRAWN
DATE
A-STAR BUILDING SYSTEMS P.O. BOX 94910
� .98-4735
� t A �'obertsonCeco Cor` pony OKLAHOMA CITY, OK 73143
(405) 636-2010
JOB NO.
S�7'100L
LAP
S'O.,IBOL
LAP
CHECKED
OB
DATE
10-29-98
O
1'-1 LAP
EO
3'-24 LAP
MEMBER
MBMA
DETAILED
DATE
B�
l'- 7 LAP
O
3'-7 LAP
BUILDER: CUSTOMER:
LOHR REAL TY & CONSTRUCTION TO= OF YARMOUTH C/0 R BATES & SON
SOUTH DENNIS, MASSACHUSETTS SOUTH YARMOUT, MASSACHUSETTS
_
CHECKED
DATE
< C>
2'-1 LAP
OG
4'-1 LAP
DRAWING NO.
na E2
O
1 2'-7 LAP
<8>
24 LAP
NOT TO
SCALE
1 6'
PURLIN S TRU T PURLIN
(WHEN REQUIRED)
CLIP C
EA VE STRUT
(4) z 0 X I
A 325 BOL TS
r(4)2'0X l f _r
A.
/ A325 BOL TS
PLATE CL 731
L- RAFTER
CORNER COLUMN 10 X 1;
A325 BOLTS
UNLESS NOTED
L OW EA VE CORNER DETAIL
FLANGE BRACE -�
(WHEN REQUIRED)
SEE ERECTION DRAWN
FOR LOCATION AND
PART MARKS
SHEETING ANGLE
V20 ( 5'-5)
V21 (16'-0)
V22 (10'-9)
PLATE CL 731
(4) 2 0 X l
A325 BOLTS
(4) 2 0 X 14
A325 BOL IS
GABLE GIRT
(WHEN REQUIRED)
GABLE GIRT DETAIL
A T PURLIN
PURLIN
P , 1/ 1 1.1 l'•-1 IT
CL459 COLUMN
q OR
SHEETING CLIP PC32_
PC31 _
SHEETING CLIP
CL292 (TYPICAL)
(1) STRUCTURAL
SCREW AT EACH
END (TYPICAL)
NO TES:
t/ 1. ALL BOLTS ARE ? '0 X 14' A307 BOLTS UNLESS NOTED.
2. PURLINS MAY REQUIRE BOLTING PURLIN WEB TO A
WING PLATE FACTORY WELDED TO RAFTER FLANGE.
REVISIONS
REPLACED PLATE CL273 W/CL731, DELETED CLIP CL26P& ADDS NOTE
BY DATE NOTES
RGB
THIS DRAWING IS NOT TO SCALE.
AL TERNA TE FLANGE
BRACE ATTACHMENT
//n T
L?/K/ LUN (,L IUU
IY-0
EA VE S TRU T PUI
(4) 210 X 14
A 325 BOLTS
(4) 2 0 X 14
A,325 BOL TS
PLA TE CL 731
RAFTER
z r�
A,
UI
ieirn �^ nrrr• Irr+ ^I 204
EA VE S TRU T
(4) ? 0 X 1-
A325 BOLTS
PL A TE CL 731
(4) 'o X 13
A325 BOLTS
CORNER COL UMN
HIGH SIDE CORNER DETAIL
d SHEETING CLIP
PC31-
VARIES
PURLIN
CLIP CL204 4l
�j (WHEN REQUIRED)
SHEETING ANGLE
WITH (2) STRUCTRUAL
CL 459 SCREW AT EACH ROOF
OR 11 MEMBER
PC32_ 1
A I
d I BRIDGE CUP
(2) z7T
'0 X 14 A325 BOLTS
W1 TH WASHERS ON TOP SIDE
10
I I
RAFTER I c- 0 1 (4) ?0 X 14
L - - A 325 BOLTS
CLIP
- CORNER COLUMN rl I
(4) 2 0 X 1- J
A325 BOL IS
(UNLESS NO TED)
COLUMN
SHEE TING CLIP
GIRT CL292
O O
STRUCTURAL SCREW
CLIP CL200
VgR�Es
ANCHOR BOLT (REFER To
ANCHOR BOLT SETTING
COLUMN FLANGE BRACE PLAN FOR ANCHOR BOLT
(WHEN REQUIRED SIZE, QUANTITY AND LOC ONS);,_+
MAY BE L OCA TED ON ONE
o OR BOTH SIDES OF COLUMN.
o SEE ERECTION ORA WINGS FOR t
o LOCA TION AND PAR T MARKS.
GIRT PQQQ, SEC HRU END WAL L
0 n �y
DETAIL A F GIRT
—vin/ LLlr t-LLUU
I
SHEET'NG CLIP CL292 ,
BOL TING RECOMMENDA TIONS
IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 OR A490 BOLTS" THE
"TURN -OF -.NUT" METHOD OF TIGHTENING IS STAR
ST4NDARD. Vk^-IEN REOUESTED BY T,,4E CUSTOMER,
"CALIBRATED WRENCH KITH, WASHER UNDER THE TURNED
ELEMENT" MAY 6 I; TIL I ZED.
DRN. er DATE-
DLD
:> .
STAR BUILDING SYSTEMS � �
SIN GL E SL OPE
BEA RING END FRAME
1,9.10.01
CHK �� DATE
11129193
} ns
a Robertso:i Ceco compan�
y�
V'✓l Tri
r-
r L U SH C0,11. LI MNS
GABLE TRIM /
SPLICE SEALANT -/
(MA 125)
APPLY /N FIELD
LAP SCREW
-_ ..
2-0 0'- 4 " 1. -0 WIDE PANEL
1 - 0 - t - 3 WIDE PANEL
3 � s
1
— — PAN
- WIDE
EL
1 1 7
4 3
2
PANEL
i
GABLE CLIP N056
A T 2'- 0 0/C
A TTA CH W/ Tt ! LSP SCREW `f
SPLICE CLIP N055
w/
LAST SECTION OF STARTER (OR FINISH) PANEL
MAY REQUIRE FIELD CUT TO REOD LENGTH \ y ....
SHEETING ANGLE
SPLICE PLATE
N050
SPLICE SCREWS THRU FACTORY
PUNCHED HOLES
ART R PAN
S T E EL
STARSHIELD ROOF PANEL
GABLE FLASH
LAP SCREW
GABLE CORNER
BOX
a
m
0
BIRD S TOP m ,
NL25
CORNER CAP
EA VE BOX TRIM
OR GUTTER
SPLICE PLATE N050
SPLICE SCREWS THPU FACTORY
PUNCHED HOLES
VAPIES V,,77q WALL
PA NEL --�,' CKNESS
STANDARD STEEL LINE
OPTIONAL 6 INSIDE PANEL CLOSUPE
NG101 N,?TH SPLICE
SEALANT APPLIED TO TOL
SPLICE` SCREW SPLICE PLA TE N050
THRU FACTORY
PUNCHED HOLES
SPLICE SEALANT--
I -
EAVE STRUT ADAPTOR
EA VE S TRU T
REVISIONS
-2L ADDS SCREW QUANTITY AT START/FINISH PANEL & PEVSES'NOTE 2
INSIDE PANEL -/
CLOSURE NG101
STRIP OF SPLICE SEALANT
A CPLIEO TO TOP OF INSIDE
PANEL CLOSURE
SPLICE SEALANT bfA 125 -
APPLIED CONTINUOUSLY TO
TOP OF TRIM
SPLICE PLA T-
NQ50
FOAM BLOCK N058
(OR INSULA TION)
C�
3
PURLIN
LAP SCREW
SPP
STARSHIELD ROOF PANEL
SPLICE CLIP
N054
SPLICE SEALANT
MA 125
;: 12
1:12
2,12
3: 12
4:12
,
CLIP N064
RIDGE PURLIN
0
ROOF PANEL CLIP N054
AT EACH PURLIN
PURLIN
R
LN
SPLICE CLIP
SPLICE SEALANT MA125 NQ54
APPLY IN FIELD)
SPLICE SEALANT PIGTAIL
MA 125
APPPL Y IN FIELD
SPACER BLOCK
N058
...........
OPTIONAL CLIP ALIGNMENT STRIP N059
A TTACH WITH STRUCTURAL SCREWS AT
2'-.
0 OC
PURLIN.
!P
CL R W
SCE A T
EACH CLIP
S TAR TER PA
PURLIN
3
�4 � OF RIDGE
�1 �
SPLICE SEALANT
MA 125
SPLICE CLIP N055
GABLE CLIP
AT 2'-0 0/(
LAP SCREW
SHEETING AA
RIDGE PU
SPACER BLOCK *_
N058
OPTIONAL CLIP ALIGNMENT STRIP N059
r- n r. , -1 r, . � .. I N T
OF PANEL CLIP N064
EACH PURLIN
P SCREW AT
CH CLIP
4RSH/ELD ROOF
NE
BEFORE SEAMING AFTER SEAMING
SIDELAP DETAILS
FINISH PANEL
GABLE CLIP N056
AT 2'-0 0/C
LAP SCREW
SHEETING ANGLE
SECTION THRU ROOF
FIELD CUT VARIES
OF STARTING S/DELAP DIRECTION L !.NSTALLATION
O I p ,iia � '► ''�;,.
OPTIONAL STARSHIELD PANEL CLIP ALIGN L TRIP 59
(6'-0 LC'V'G)
Q�
LOCA TED A T FIRST PURLIN FROM EA VE, SPLICE PURLIN, G l l^7, HIG PURLIN
AND MID—SPAN (+) OF PANELS LONGER THAN 40'-0.
ALIGNMENT STRIP /S MANDATORY FOR STARSHIELD ROOFS TNESS
WA PP A A/ TV .
* NO TE.- NO itc S: `lam
(2) CLIP SCREWS SPACER BLOCK NQ58, 23" LONG, LOCATED 1. POOF ANG WALL PANELS SHOULD BE
BETWEEN CL!PS, ONE PER PANEL AT SPLICE CLEANED OF ANY DRILL SHAVINGS OR
OR RIDGE. ONE PER PANEL AT MID -POINT F/ELD CUTTING FILINGS AT THE END OF
OF FANEL-` 20'-0 OR LONGER. SPACER BLOCKS EACH DAY TO PREVENT RUSTING OF
NO TE: ARE FURNISHED A S AN EREC TION A/U AN!� Irl/; I THESE PAP TICL ES.
FACTOPY MUTUAL APPROVAL REQUIRES A NOT BE REOUIRED DEPENDING UPON INSUL A TION 2. cTr,?SHIELD PANEL CLIPS A/064 ARE
MINIMU!.! OF 22GA PANEL WITH (2) CLIP TYPE AND THICKNESS. NOT REQUIRED AT PURLIN STRUTS
CROSS SEC TION SORE �I S AS SHOWN. I ^; DI CA TED —?E— OR +->(-+
CLIPS !-,AVE NOT BEEN PROVIDED FOR
OPTIONAL FA L70R Y MUTUAL APPP!WAL /; JSTQLLA TION AT THESE LOCA TIONS.
E" DATE NOTES
FGe THIS DPA WING IS NOT TO SCALE
i
R
ORN `eY DATE
TSI
CHK EY OP. TE O
S"'I`AR S Gi SYSTBNAIS
a Robertson Ceco company 3
J?Ji.08
S TA RS,,I-iI t L D ROOF
CONSTRUCTION DETAILS
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DATE NOTES
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C'U1;F8 M17-oo ' �QU/f'i+�E"�t/T SUPf�oh�T IJ�"TA/L.
Design of str u � port be ms by
Star req esA-b'locati��n of support
pipes ap*pl d 10 �s'b�e prov ded to
SUPPORT' 5'ut'�,PT P/P�' St c� �
o \� la
P/PE ST�J,PSf�//E"LD r
MP 1 ed� cur <p�ening rt�ust; a rge
JPGt�F �A�c/EL �z -enough to Wide clearance to pene-
bra i�quipmen to allow for thermal
pa stun and Eo traction.
,.
2 �� t✓ -
��;j A inirtri +i" clearance must be pro-
vidQd' t�ieen support angle/channel
MOo� PA.c1EG Q � o y Star) and top of StarShield
(cur �,z ivcNE'ss suPPo�T su r i .
GR,PGE,Q rl�AA/ BEAM T Molded curb must not be relied upon
P)r-7E D/AM-E, o/ j' to provide structural support-ifor me-
chanical equipment.
SECT/DSC/- �4'
SECT/D� A
�ALTE'�P�t,/ATES�
DRN BY DATE .
STARI BUILDING SYSTEMS
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CHK. BY DATE
a Robertson Ceco company
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STARSHIELD ROOF
ROOF CURB
AND
PIPE FLASH DE TA /L S
37.31,02
- -_ --- - - -- - - ----
---- -
ri:-
5
OF RID CE RIDGE CO DER
NO 112 #-- 1. 1 )
NO2 (�2: 12)
N, LAP SCREWS NQ3 (3-12)
`6 REQUIRED)
6 N04 (4:12)
- OUTSIDE CLOSURE NG 100 3
:RIDGE COVER WITH SPLICE SEALANT LAP SCREWS
t (MA 125) TOP & BOT TOM 1'- 0 0. C,
CAULK OUTSIDE SPLICE CLIP AFTER INSTALLATION OF OUTSIDE CLOSURE, APPLY BEAD OF CAULK
CLOSURE LAPS N055
a a
1 (MA TUBE) A T INSIDE CORNERS OF CLOSURE
SPLICE SEALANT
SPLICE SCREWS THRU
qP MA 125 FA C TOR Y PUNCHED
LP SPLICE SEALANT I I SPLICE CLIP N055
HOLES (7 REO'D)
MA 125 SPLICE SCREWS THRU
FAC TOR Y PUNCHED
OUTSIDE CLOSURE NG 100
ROOF PANEL CLIP HOLES (7 REQ'D) INSULA TiON NOT BY STAR
WITH SPLICE SEALANT
(MA 125) TOP & BOTTOM OPTIONAL
INSULA TION TRIM RIDGE PURLIN
NP51
LAP SCREWS
ROSS SECTION A T RIDGE
1'-0 0. C.
i d ✓�_
CAULK 4
SEE DETAIL "A qP
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,:•••,• OPTIONAL INSULATION TRIM NP51
NO TE
RIDGE DETAILS
a;
1. INSULA TION NOT BY STAR.
2. INSTALL AS INSULATION AND ROOF PANEL CLIPS /S BEING
APPLIED. TEMPORARY ATTACHMENT IF PEOU!RED, NOT BY STAR.
J. LAP SCREWS ARE NOT REQUIRED, NOR PROVIDED.
f
REVISIONS
1 GENERAL REWSION
2 CHANGED TO NEW PART NUA
3 REDRAWN ON CAD, ADDED C
4 ADDS CAULK AT CLOSURES,
5 REMOVED PANEL CLIP PART i k'
BER LB
. t
+
r -
OF RID CE RIDGE CO DER
NO 112 #-- 1. 1 )
NO2 (�2: 12)
N, LAP SCREWS NQ3 (3-12)
`6 REQUIRED)
6 N04 (4:12)
- OUTSIDE CLOSURE NG 100 3
:RIDGE COVER WITH SPLICE SEALANT LAP SCREWS
t (MA 125) TOP & BOT TOM 1'- 0 0. C,
CAULK OUTSIDE SPLICE CLIP AFTER INSTALLATION OF OUTSIDE CLOSURE, APPLY BEAD OF CAULK
CLOSURE LAPS N055
a a
1 (MA TUBE) A T INSIDE CORNERS OF CLOSURE
SPLICE SEALANT
SPLICE SCREWS THRU
qP MA 125 FA C TOR Y PUNCHED
LP SPLICE SEALANT I I SPLICE CLIP N055
HOLES (7 REO'D)
MA 125 SPLICE SCREWS THRU
FAC TOR Y PUNCHED
OUTSIDE CLOSURE NG 100
ROOF PANEL CLIP HOLES (7 REQ'D) INSULA TiON NOT BY STAR
WITH SPLICE SEALANT
(MA 125) TOP & BOTTOM OPTIONAL
INSULA TION TRIM RIDGE PURLIN
NP51
LAP SCREWS
ROSS SECTION A T RIDGE
1'-0 0. C.
i d ✓�_
CAULK 4
SEE DETAIL "A qP
i
r
i
i
.moi r J
.�
. �:::':-'f::-'..•.••JII f::-II:.'I:.':!!:.'If:}:-:-:-: .'f::.'lf lf: l: -:-:-I: .'I:.'
,:•••,• OPTIONAL INSULATION TRIM NP51
NO TE
RIDGE DETAILS
a;
1. INSULA TION NOT BY STAR.
2. INSTALL AS INSULATION AND ROOF PANEL CLIPS /S BEING
APPLIED. TEMPORARY ATTACHMENT IF PEOU!RED, NOT BY STAR.
J. LAP SCREWS ARE NOT REQUIRED, NOR PROVIDED.
f
REVISIONS
1 GENERAL REWSION
2 CHANGED TO NEW PART NUA
3 REDRAWN ON CAD, ADDED C
4 ADDS CAULK AT CLOSURES,
5 REMOVED PANEL CLIP PART i k'
BER LB
. t