HomeMy WebLinkAboutConstruction PlansCO
A Quality Engineered Building System
Building
From Your Construction Professionals
Systems -
THESE PLANS AND ALL PROPOSED WORK
A Robertson Ceco Company ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
South ern RegionlColumbus, MS
MAY BE NECESSARY IN ORDER TO
o
LL
u I� -
E
DESIGN LOADING
DRAWING INDEX
C51 COVER SHEET
BUILDING SPECIFICATIONS
CONTRACTOR RESPONSIBILITIES
THIS STRUCTURE /S DESIGNED UTILIZING THE LOADS
N/A PRIMARY STEEL
INDICATED AND APPLIED AS REQUIRED BY:
El ROOF FRAMING PLAN
THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS
THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE
SBC 1997
E2 SIDEWALL ELEVATIONS
AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY
AGENCY AS REQUIRED.
E2 ENDWALL ELEVATIONS
ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE
THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS
N/A MEZZANINE LAYOUT
ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE
APPROVAL OF CECO BUILDING SYSTEMS 'DRAWINGS. AND CALCULATIONS INDICATE THAT CECO HAS
COMPLY WITH THE REQUIREMENTS OF THE LOCAL
OF A REGISTERED ARCHITECT, CML OR STRUCTURAL ENGINEER. CECO BUILDING SYSTEMS
CORRECTLY INTERPRETED AND APPLIED THE,REQUIREMENTS OF THE CONTRACT DRAWINGS AND
BUILDING DEPARTMENT.
N/A CROSS SECTIONS
WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED.
SPECIFICATIONS. (SECT. 4.2.1 AISC CODE C.=. STANDARD PRACTICE, 9th EDITION)
FOR SPECIFIC LOADS AND SCOPE OF SEAL
N/A SHEETING LAYOUT
THIS CECO METAL BUILDING IS DESIGNED WITH CECO BUILDING SYSTEMS STANDARD DESIGN
WHERE DISCREPANCIES EXIST BETWEEN THE CECO STRUCTURAL STEEL PLANS AND THE PLANS FOR
SEE CECO BUILDING SYSTEMS CERTIFICATION LETTER
El FLASHING LAYOUT
PRACTICES WHICH ARE BASED ON PERTINENT_ PROCEDURES AND RECOMMENDATIONS OF THE
OTHER TRADES, THE STRUCTURAL STEEL PLAS WILL GOVERN. (SECT. 3.3 AISC CODE OF
E3-E4 GENERAL DETAILS
FOLLOWING ORGANIZATIONS AND CODES.
STANDARD PRACACE, 9th EDITION)
DESIGN CONSIDERATIONS OF ANY -IN THE
12116120 PSF ROOF LIVE LOAD (Reduction Allowed)
N/A ANCHOR BOLT PLAN
AMERICAN INSTITUTE OF STEEL CONSTRUCTION: SPECIFICATION FOR THE DESIGN,
MATERIALS: STRUCTURE WHICH ARE NOT FURNISHED BY
N/A REAC77ONS
FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 9th EDITION.
CECO ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEERS OTHER THAN CECO
O PSF SNOW LOAD (Ground)
ENGINEERING UNLESS SPECIFICALLY INDICATED.
AMERICAN IRON AND STEEL INSTITUTE. SPECIFICATION FOR THE DESIGN OF COLD
1t0 MPH WIND SPEED (Enclosed Bldg)
FORMED STRUCTURAL MEMBERS" 1996 WITH 1999 SUPPLEMENT.
THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN
CXP GENERAL DETAILS
COMPLIANCE WITH CECO CONSTRUCTION DRAWINGS AND CECO GENERAL ERECTION INFORMATION GUIDE".
1 PSF COLLATERAL (Purlins and Fromes)
(GOIJUH a CMV Laoa£q
AMERICAN WELDING SOCIETY • STRUCTURAL WELDING CODE" AWS D 1.1-2000,
❑ NO THERMAL BLOCKS
AND AWS D1.3-1998
TEMPORARY SUPPORTS SUCH AS TEMPORARY'GUYS, BRACES, FALSEWORK OR OTHER ELEMENTS REQUIRED
SEISMIC CONDITIONS:
❑ THERMAL BLOCKS
FOR ERECTION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR. (SECT Z9.1
(sPt ate)
MATERIAL PROPERTIES OF STEEL PLATE AND SHEET STEEL USED IN THE FABRICATION OF
PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS THAN
AISC CODE OF STANDARD PRACTICE, 9th EDITION)
GROUND MOTION .................Aa= ,,gq- Av _ .05
❑ THERMAL BLOCKS
(OTHER COLD
FORMED SECTIONS) CONFORM TO ASTM A-529 GRADE 50 OR A-570 OR A-572 GRADE 50
- IT IS THE CONTRACTORS RESPONSIBILITY TO_; APPLY AND OBSERVE ALL PERTINENT SAFETY RULES
HAZARD EXPOSURE GROUP.. I
(ear saerFLv av RADM s OgXR)
(NOWGWAMR MW 6' N91AAMV isSPOM a)
WITH A MINIMUM YIELD OF 50.000 PSI.
AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE.
THESE DRAWINGS ARE FOR:
.::
SOIL PROFILE TYPE ............ SA_
MATERIAL PROPERTIES OF COLD FORMED LICHT CAGE STEEL MEMBERS CONFORM TO THE
THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED.
CONSTRUCTION
REQUIREMENTS OF ASTM-570, WITH A MINIMUM YIELD OF 55,000 PSI.
SHORTAGES MUST BE REPORTED TO CECO BUILDING SYSTEMS WITHIN 48 HOURS OF DELIVERY.
PERFORMANCE CATEGORY ... B
HIGH STRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO ASTM SPECIFICATION A-325.
WHEN ERECTING A RAFTER OR ROOF BEAM, •, TEMPORARY GRAVITY SUPPORT (CRANE AND SHORING)
7 OCCUPANCY CATEGORY ACCORDING TO
NOT FOR CONSTRUCTION
TIGHTENING OF THESE BOLTS IS RECOMMENDED BY THE TURN -OF -NUT METHOD, PER
MUST BE MAINTAINED UNTIL ALL .FLANGE BRACES FOR THAT MEMBER AND THEIR RELATED PURLINS
MBMA 1986 DERN177ON
® PERMITS ONLY
AISC SPECIFICATIONS FOR STRUCTURAL JOINTS"
ARE INSTALLED.
APPROVAL
ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAT OF
VHEN ERECTING A RIGID FRAME VITH INTERIOR COLUMNS, A RAFTER SECTION SHOULD NOT BE
SPECIAL LOADS:
INHIBITIVE PRIMER UNLESS STATED OTHERWISE IN THE CONTRACT.
RELEASED FROM ITS TEMPORARY GRAVITY SUPPORTS (CRANE AND SHORING) UNTIL THE ADJACENT
SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE
UNLESS STPULATED OTHERWISE.DEC
SPAN (S) INCLUDING ALL COLUMNS REQUIRED. ARE BOLTED IN PLACE AND ALL FLANGE BRACES FOR
THE ABOVE ARE INSTALLED.
lCONTRACTOR,
dv
4 o 2001
,lBl9lLD1� t':�-�
FROM : AISC CODE OF STANDARD PRACTICE - 7.12 CORRECTION OF ERRORS,
NORMAL ERECTION OPERATIONS INCLUDE THE MINOR MISFITS
MIT
MBMR
±'
DA!
1MGSTHE
CORRECTION OF BY MODERATE AMOUNTS
OF REAMING, CHIPPING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH
�creL 6uLoxe wu6etn>m+s �sooAnEM
G*�
;
USE OF DRIFT PINS ERRORS VHICH CANNOT BE CORRECTED BY THE FOREGOING MEANS OR WHICH
REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION ARE REPORTED IMMEDIATELY TO THE 17VNER AND
* ANCHOR BOLT PLAN AND RFACDONS
-ONLY
FABRICATOR BY THE ERECTOR, TO ENABLE VHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR
OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF CORRECTION TO BE USED BY OTHERS'
MBMA MEMBER AISC MB SBM
SEAL
DRAW
DBL
DALE
1214101
SOUDERN REGav
P.a m4mm 9rJ
_Ceco Bui/ding Systems
e59
JOB NO.
f0-B-19770-1
WY BE UNDER SEPARATE COVER.
NOTT bC
+O
FOR QUESTIONS OR ASSISTANCE
CONL
ERECTON OF-C£CO
�C USED
* *
FOR CONSTRUCTION
BUILL:
CHECKED
DATE
o Rober/sm Ceco comp6ny J970J
(662) J28-6722
MEMBER
APPROVAL ORDERS MUST BE RELEASED
FOR FABOC417ON WHIM 30 CALENDAR
DAYS AFTER SUBMITTAL DRAWINGS ARE
GEN(662) 243-2729
-
JMAPP
12/01
CUSTOMER: SHIP T0.•
RF CONCRETE caar INC BRYAN HACHT
M B M A
ENdN£ER
DATE
ISSUED OR THE ORDER WILL BE SUBJECT
TO ANY CURRENT PRICE INCREASE.
664 OLD DIME HIGHWAY 15965 W. PARK LANE
VERO BEACH, It J2962 FT P/£RCE, FL
SCALE
COMP FILE
SHEET NO.
CS1
_
ST.LUC/E COUNTY
—!4i
o-
e
q
A
S �m
zm rm
law zIR(TIP.)
Few zu R
w 22L r1P
FBw
raw
raw
s887
Foe!
FBW Few FBw RN
affi2
a262
a2w agar
Faw azwfew
ago!
ol
a2W Few
CM f891
a2m FB9•
a201 asw
21B
zle
GE.WZ sew FBw CLM
�I �I rtl
nw
nw
saw
law
FB9•
zn(rip.)
za(rip.)
M rm
z2R 71m
fM4
ElL
FBw
£2
Few
E2
EIR
2.1=10
25'-0
25 -0
2W-10
100'-0
b
2
J Arr PLAN •
b b b
ROOF FRAMING PLAN
RMM not.
rAmmar
of
•.0E
w Tr mrau auamr w mr . Nsm. aLaur oars Ora50
aap A-M Q Pam Oa nmw Or na0aa •S 9
THE INCORRECT WAY
aaOl
xam%�
lao to wr
THE CORRECT WAY
ar ANME 6 mF-M� W
M O[ NO 01 NC Pft.
r0 VARM Mwme Nab
WO ! Na5 MUWW 6 MSG= r0a 0 AW CMWR a1L LOR VM
rn .=61� Wt MN M" me4M OM
SUGGESTED METHOD OF CONNECTION
OF LICHT LOADS TO PURLINS
PANELS U12)rEo f0R p/APNRAw
RE WrEGRAL PARIS OF
ROOF 50PUC A
NRf. DO NOT MWFy
I'-2
b
EVOMR
EG71T6
Nor
£C6.p6
GPM
EG6S6
DOWNSPOUT LAYOUT
[4 REO 0]
USE RASHM Pita 011116
FOR (I) X-0 x Y-O Fa
USE FL SKVW PXa OTJ&6
FOR (1) H -0 X 01'-0 F,a
USE FLASHM P= 0M96
FLIP (/) 12'-0 X 12=0 F.a
USE FiASMW Fxa max
FOP (1) 3'-0 X 1=0 F.a
USE FLASHM IFTa'6
FOR LraMXU a.06IXw nm
REFER TO DETAILS ON INSTALLATION OF WALK DOORS
REFER TO DETAILS ON INSTALLATION OF FRAMED OPENINGS
THIS BUILDING HAS A SEALED EAW WIN GUTTER. ROOF SHEET S/DELAPS ARE TO BE UNSEALED EXCEPT TO'-O FROM EAW..
USE STANDARD WALL PROCEDURES TO ERECT THE S/DEWALL AND ENDWALL PANELS
"iS
a
��aa�'
amoa cva
11
aaQ fr
�
us au�ma
ma�nNO1L0a
mmia. oan0
�
e6v41 Mf�O
Y> �n16 ra
w�ia�~
�p aD[ Yft
ID�I101>t
IjI�'(l�l
�rm'�awi'a
IIUI�IWTI l�
�°l sn
� C1
L
rMs ��
as sao
va a�
aY170•19p{NLL
mo m rn
R
Lrm I rn
on u ow
n n
L
qN umwa
t>r L--j
i$ai"r�o
R
sm
T9 0 6�
IOW A A�.f
II��
was �w�im
wn sa. waa
ws wu rw
aE--r a�
R/fr0 rid
��
r�nas.e
EMT6R
EGIII6
ICLW
�-CL269 n _� Q21
aLM6B "\ a?69 ,
1'-6
ZIL
-- ZJ
zJ
(2J Z1J
�-ala0 aIO7
b
I
rn
Z4L
28
Visa,
OH2
Z12
a10o
a100
m
also a,
a5o
rn
1 Z4L
zit
LS
Z12
i
26 27
Ct h C!
o
:
a
C so
6 6
ZIL
IJ
ZY MR
z9
ro
a
aso
152 a?s2
a?5J azsJ
12'-O
6'-6
25'-0
2J'-10
2J=40
25'-0
1'-?
b
b
cb'
b
b
CCJB
CIA
CIA
CIA
CCJC
swo
ONE FBBB • Y-.
ONE FBBB o r-4
ONE FBW • Y-s
Wavo
ONE F893 • 1J'-0
LIVE FBW 1 IJ'-0
ONE F89.7 / 1J'. 0
SID£WALL ELEVAT7ON "I* AT GRID LINE A"
�a269 CL268 CL2�68 C1 Wl
a269
1 -6
ZIL
zJ
ZJ
ZIR
m
w
rn
Z4L
Z4R
Z2R
m
a
rn
Z4L
z4R
m
ZIL
IJ
2S
PR
0
25'-0
I 25'-0
I 2r-10
u 1'-2
cb
b
b
b b
Ccm
CIA
CIA
CIA Ccia
CAFE IBM• 7-4
OWIBM • r-4
AWO
OVE FM • r-.
LIE FM • W-0
ONE FB9J 1 IJ'-0
O1E FB9J
SIDEWALL ELEVATION 2" AT GRID LINE D"
2
KEY PLAN 4
l
Ceco Building Systems I NUT asTALLAna " �a�
AT CRT LAP fur O1
1/2• RM-NUT
LAZE STD-NVr NUsr BE USED AT ALL ORr LAP 1/2' OAK
CQQ11OIq to Y'LTA£ r1E FAISr fill m1tc DE AJ07 Bar
sn'GM aRr 15 LENa narkam r-AWr L7 A
RID AWACNLN 1/2-1J NEED AV r) m _.-wr
BIPASS aRr
MUM aUILR FLAW 6
Fmr onr
Ir -
sEcnno oar p O p
Avr ear
STD-1A1 r 4-
SECTION A -A SCR
PLAOE THE Bar 10000f DE MUM FIAAOE AND FMr ORr. maAw DE Bar
arm mE sm-HUE FLOE DE amw mg OKR 11E sm_Wr AND 9raow wiN
NUL OSrAIL SECOIO BIT AND SLUE arm ADr.
6
PANELS UI812EO FOR OIAPHRAGW
BRACING AND ARE INTEGRAL PARIS Or
SDE a ENDWaL STRUCiVRE, 00 NOT Y00/FY.
12
a? a210
IC 0 ALIC WXIO
Z16
S
W
R
a2OBL
j
n
nsL
nr
nsR
CL202
m
Z14L
Z16
ZI4R
�
Q202
?74L
Z16
ZIW
O
a2o2
a2m
a202
a202
a202
I
19 -0 22'-0 II 19'-0
ERECTOR NOTE-
PRE -DRILL ALL MW WALLb
B C
b
PANEL 9DELAPS MATH 1/8•
CCrC
CE4a CE4CR
CCJC
DRILL BIT BEFORE INSTAILINO
STITCH SCREWS
VAMO
N72X14 a92XI4
ra"O
ran Fees • r-. m Fm •
ran IBM / ,J'-o TW FB86 • ,r-o
ENDWALL ELEVATION 4" AT GRID LINE 5"
r-4 CIRr
:a
F.FL00R
a?37
S'-0
ONE R£O. 5'-0 X 4'-0 REZD LOCATED F.O.
JO'-0 yAp ROOF PAHEL o-4OUTER S,EEL
PANEL 04EBIIAN
2210 CL2to
RE) B /6Xt0 RUB mono
216
j
Q209.
Z15L
ZlY
ZISR
a?o2
m
h
Z14L
Z16
44R
a202
Z14L
ZI6
Z14R
az02
a2a2
a2o2
a202
19'-O
22'-0
79'-0
r-
(ib
b b
b
VYIO
�
IN2"4 W77
1W0
FIND FM 1 r-4 Tan FM 1 2-4
ISO FBW • IJ=O INV FBW/ IX-0
i.
ENDWALL ELEVATION 3" AT GRID LINE "I"
c l
7
GIRT
GIRT 6 SCREW
' FASTENERS
PER CUP
aloo
CUP O 0
2 MACHINE 0
BOLTS
(CL100)
CLIP CHANNEL JAYS
JAMB CLIP
CONNECTION
FASTENERS
,6 PER CLIP �1
TO GIRT 3 ��D CL100
CONNECTION
e` FRAMED OPENING
HEADER
•
GIRT
CHANNEL
JAMB
i lop 1/2• FIN HEAD
n CARRIAGE BOLT
�' I: j (2 PER CLIP)
JAMB FASTENER (2 PER
CLIP JAMB TO CLIP
AND JAMB TO
GIRT)
FRAMED OPENING DETAIL
'��
EFl
CUP FASTEN TO GIRT
PS1A
FRAMEFTER
ROE vARF
WITH 6 SCREW FASTENERS
PURUN
1/2 A307
L-..
DOLTS
CL255 CLIP
M•F
PEAK CONNECTION
(3/4" A323 BOLTS)
SOEWARAFTER
SPLICEGF REOD)OOLLTS�2S(31
A325DOL15)L202
CLIP
FLANGE BRACEMALL
JSTMT
ORT
GIRT
EAVE STRUT
KNEE CONECTION
B10.�
(3/4.A325 BOLTS)
FLANI,E BRACE
A307ears
.1/2
CORNER
208 CLIP
GIRT
BOLTS�TBASE
CUP
lft A307
WASHER
1/2- EXPANSION
O - Oo.
BOLTS
RICIO FRAME COLUMN
PRIMARY FRAME DETAIL
ANCHORS
(BY OTHERS
-O •
ANCHOR Dar, NUT AMD
CLEAR SPAN
BEARING END FRAM
WITH BY-PASS GIRT
CHANNEL FRAMING FOR
WASHER
O-a
WINDOW OR LOUVER
1. ROOF FRAMING PLAN WILL INDICATE COLUMN FLANGE BRACES IWLL BE (T � 1SOR (2) SIDEOR ) SIDE FLANGE S STO MATCH RAFTER 2.
3. WHEN FLANGE BRAGS ARE REQUIRED AT PEAK PURLNS, THEY WILL BE
4. (DE AILESHOOWS FRAME RAFTERSING AS SHOWN- DETAIL
COLUMN SIMILAR
NCUP
2 BOLTS INSTALLED
LAP�(TYPIIGLL)RUN
PEAK PURUN
ACLPP
RAFTER PEAK
CONNECTION
eaisj
m
FLANGE
APEAK (I DE
OPPOSING) -
ALL BOLTS SHOWN ARE 1/2 A307
UNLESS NOTED
•DO NOT INSTALL BOLTS IN THESE
WEB HOLES UNLESS CUP CL203
OR CL2G4 IS REQUIRED
PURUN LAP
(LENGTH VARIES)
FLANGE BRACE AT \ (J
INTERMEDIATE PURUNS �v
YAY BE 1 SIDE
OR 2
p
SIDES (2 SIDES SHOWN)
FLANGE BRACE CONN.3-0 FROM FRAME
(MAY C CURAT LAP
CONNGE BRACE
AT PEAK (1 SIDE OPPOSING)
FLANGE BRACE PROCEDURE
DET060
EAVE STRUT SPLICE
CL255 SAVE STRUT CUP CL255
CL268 \
COLUMN
1/2- A325
ears
ELEVATION EAVE STRUT
(6) 1/2"
A325 BOLTS
EAVE STRUT
EAVE STRUT CONNECTION
TO INTERIOR FRAME COLUMN
COLUMN
EF21/JU-E
TC
2 t�PUR
IN
A325BOLTS
CL2m CLP(CL270 �rn11
1/2 CAM
B0.1(B
,ACNE0
EIdOT11S
ORT
END POST
1/27 YAOWE BOLTS RAFTER
CL203 CUP
DETAIL AT PURLIN ANTI -ROLL CLIP
BEARING END FRAME
WITH
BY-PASS GIRTS
ENDWALL
WBOLTS
cFz
1/2- MACHINE BOLTS
1
1 1
1 NE
1
ADD STRUT PURUN 7' I
CF12 UPHILL OF NORMALLY 1 II
SPACED PURUN. 1
2-1/2" MACH BOLTS AT 1 u
CL203 OR CL204 CONN. TO 1
PURUN WEB. CL203 OPEN SIDEWALL CORNER DETAIL _
A REWIRES 2 ADDITIONAL - (ALSO USED WHEN ENDWALL GIRT
BOLTS AT CUP TO RAFTER o DOES NOT ALIGN WITH SIDEWALL GIRT)
CONN.
AHED (SMUI) • .
2 FASIEIERS CL262 PEIRLM
R SCLZ62
PER RAFTER • PURUN OR GIRT CONNECTION TO FRAME e NOTE. ZEE LAPS MAY VARY
�.
SECTION 'A ='e CF1 INEN01 LGAND MAY NOT
NECSAID BE TIE SAYE
A EACH SOON EACH E OF THE FRAME
BE U�A'T p YDST DO NOT INSTALL BOLTS HERE
IAAE4D CL= OR LT.204 ARE
REO
FASTEN ROOF PANELS TO
ADDED STRUT PURLIN LAP
DOUBLE PURUN STRUT D Ip D D
EAVE STRUT EAVE STRUT
r CUP CL269
/ COLUMN CL2691/2- A325
BOLTS
ELEVATION
EAVE STRUT CONNECTIO
TO END FRAME COLUMN
END FRAME
COLUMN -
(5) 1/2'
A325 BOLTS
9
CL202
CUP -
MACHINE
UTILIZE BOTi011 FLANGE BRACE (SEE
HOLE FOR BOLT- ERECTION PU1N5 FOR
NG UP FLANGE LOCATION
BRAGS
DETAIL AT BY-PASS PURLINS OR GIRTS
8
CF10
e
SIDEWALL
GIRT
A 8 ' , ENDWALL
GIRT
2,3 OR 4 - 1/2- A325
/r
BOLTS
\}
`I
1/2' A325 BOLTS
BYPASS GIRT CORNER DETAIL
BOLTS ENS CL258
OR CL273
- CL268 OR CL269
FAV_E STRUT SEGBON SHOWN -
BOLT REOUIr7FucNTc
NOTE:
BEARING LEG PREDRILL MVW PANEL
SIDEIAPS MATH 1/B•
DRILL BIT BEFORE
INSTALLING STITCH
FASTENERS
NOTE: NSAAT= NOf
SNOW FOR CLARITY
PTS
3/16' x a/e SIDE10 PAUAS.<<
ROO ELS-
(3 PER FOOT)
3/16' 1 3/4' OCLAP MASTIC
NTO64OATE FASIENERS (SEE NOTE
2)
t—�_Rp
_.G M
SOGIAP MAsne
I
STITCH
e
FASTENE
3-0 COVERAGE
1-0 1-0 1-O
BEATING AEC
3/16' z V 51OEUP
BB1E:
...eTIO (
1. CAE FASTENERS
A NON SEALED CAVE - 2 PER FOOT
9. SEALED EAVE - 3 PER FOOT
2. INTERMEDIATE FASTENERS
A ONE PER FOOT
] STITCH FASTENERS
A. SEALED 9DELAP- l'-Y ON
CENTER PLUS ONE ADDITIONAL
AT FOUR WAY LAP
B. UNSEALED 9DELAP- l'-3' ON
CENTER UP IW-O' FROM EAVE.
REMNNDER OF ROOF r-6' ON
CENTER
CLOSURE
•. 9DELAP MASTIC - SEE BUILDING
NOTE)
ERECTION P MTS FOR USAGE.
5. LAVE CLOSURE (SEE BUILDING
AVE
ERECTION PRINTS FOR SEALNO
CONDITIONS).
k(SEE
NOE T) ASTENEMRS
A SEALED EAVE - TOP, BOTTOM.
AND END JOINTS SEALED.
NTH. 3132E 1 1 1/2- MASTICB.
NON'SEALED EAVE - NO
RU
MASTIC REOUHED,
STITCH FASTENERS
'
6. PEAK MATH RIDGE ROLL OR
3 - O C
EPAR9ON RIDGE.
A 1 3pF MASTIC TOP
WALL PANEL
D BOTTOM
AND BOTTOY OF CLOSURE.
PT14
�(2'-6" ON CENTER)
�YWMAPROOF
PANEL
• RAKE
TRIM
i
STITCH
i
-'GABLE -
ANGLE
FASTENERS
.(3.-0"..
i
ON CENTER
[ PURUN
ENDWALL
1
!
ENDWALL DETAIL AT RAKE
WALL PANEL AT
FASTENER
AT EACH CRT
0.0SX8 rrSD FASTENER -
(OPTIONAL) �12 PER FT.)
CRT
HEADER TRIM HEADER
READ DETAIL WALL PANE(.
FILLER
�
CUP C5C
W/ (3) SD
iASTOlERS
A WALL PAMM
CRT
/ JAMS DETAILS
So FASTENER 1
AT EACH CRT �...�,. ....�.........J-..
v
NEAII HEiSTRP
DOOR
JAMB SECTION
(HEAD 15 THE SAME
RIVETS
TRIM
wu �.
vw%\ ` /=av
�GI .ONa1Q aoa errUla ER zwo
Onm�w.a..a..ur.vreoaa
pa.R.bN aP.r' � o,o m
Q�anP-PW[AW Am RW •AHP•L N.
QE:'La: WP.WUAW
0�_•�_o_ AM.A.Aa�s�i w
L 0001 MINT W IAC•IO • HNNN
0 1'-r THa mIMAL
1 • raXMW 1Nr a q{AW a.ana
Nr cA1a TRr•Da WNN wu�Ho
COOL
PANEL & TRIM
NOTES
1. EXCEPT AS SHOWN OR NOTED, TRIM AND
FLASHING ENDLAPS SHOULD BE 1". IF
TRIM IS LAPPED MORE THAN NECESSARY,
THE OUANTITY PROVIDED MAY NOT BE
SUFFICIENT TO COMPLETE THE PROJECT.
2. WHEN INSTALLING ROOF SHEETS WITH
RIDGE PANELS, IT IS NECESSARY TO
RUNE SHEET RIBS ON EACH SIDE OF
THE RIDGE. OTHERWISE, THE RIDGE
PANELS WALL BE DIFFICULT OR
IMPOSSIBLE TO INSTALL
PT17
r FASTENERS
�(3 PER FOOT)
3/16"X3/4"
1 MASTIC
PURUN
(MAP)
PEAK DETAIL
(WITH RIDGE PANEL)
SAVE STRUT
FASTENERS
PM6 GABLE ARGLE (2 PER FLAT)
1/2-
naT FASTENERS
CLOSURE FUR WSHEI
-BASE ANGLE ONLY WTH SEALED
I_1
N
WALL PANEL -
FASTENER —
2 PER FOOT)
1 PER FOOT
MSP)
BF67T
ON CENTER)
BY CECO)
STANDARD BASE DETAIL
ANSI
- NOTES:
L •RIp fIINR Ma 1P
AHWW. rAMAI�o RMxIi-
AC• MWnALF�Aa1R1
HINGE —STRIKER JAMBJAMB 1 II1TO1 OI.Q ANO EAIa
NAYR URN 0 pr
11aa N•al 1INAI otla
•• GfMAIIIL 1pfI ixixt
* O - - - LIMWL
M0, M.2 Aar •.
�UCC BRACE (USE
WHEN CRT IS NOT
PRESENT)
STRIKER .LAMB CLEARANCE DETAIL
®USING MML04 TPLATL DRILL (3) NOOR D RWINT PANIC HARD
1/M' x r DEEP N NN PANG HARDWARE
CaC1ETE N AXES M THE MUM OwNE
NOTCH TD AMOIOI HRAlIa. IARlIa 1N1.7
TRW FUSING
SNIT CUT 10
MEMO 0204
9
NOTE:
1. INSULATION NOT SHOWN
FOR CLARITY.
2. MASONRY ANCHORS NOT
NRN19HED BY CECO.
&{STITCH FASTENERS
A NON -SEALED TALL
ONE ON AND ONE
OETEEN EACH CRT OR
8 -W OR M� UE (2)
STITCH FASTENERS
BETEEN CRTS)
B. SEALED MALL
2'- 0' ON CENTER.
3 16- DIA. MASTIC
(OPTIONAL FOR
ALED WALL)
�l
f1��
`STITCH FASTENERS
(1 AT ORTS & 1
BETWEEN GIRTS)
(EXCEPT 2 BETWEEN
GIRTS IF GIRT SPACE
IS 6'-0" OR MORE)
WALL PANEL�DELAP
ME
aONE FASTENER PER
3 GIRT OR BASE ANGLE
2
6� GIRT
p SIDEWALL
CORNER TRIM
CORNER TRIM DETAILIM0
(MAP OR MVW)
I',TIN000S
RIDGE VENT
AC�7
9SELECT
ON ROOF PITCH
SPUCE 'ELEVATION
'GREATER THAN 1:12.
DOT THAT
RIDGE VENT
•
MATCHES ROOF PITCH,
SCRIBE LINES AND
CUT TO ROOF PITCH
FASTENERS -
(1'-0" ON CENTER)
CRIMP ENDS
OF ROOF
SHEETS
i
RAIN GUTTER
(BLIND RIVET TO VENT)
' \;LO,RESTRIP ' `
PURUN
SECTION AT CONTINUOUS VENT
-CLOSURE STRIP WITH
3/16" X 3/4' MASTIC
(SEE OUTSIDE CLOSURE
DETAIL)
`-3/16" X 3/4' MASTIC
CONTINUOUS VENT INSTALLATION
MOSIME
R•9WRI
REMARK
1
ON STE STORAGE PROCEDURE FOR
F•!f0 F1ffRGI.A55 INSULATION
INSULATION MATERIAL SHOULD E INSPECTED ON ARRIVAL AT THE JOB SITE TO ENSURE THAT
IT 15 EXACTLY AS ORDERED, F THERE 15 ANYIHNG WRONG WIN THE THE INSULATION. IT IS
RECOMMENDED THAT THE- ERECTOR -NOT INSTALL IT AND CONTACT THE SUPPLIER IMMEDIATELY.
1. THE ERECTOR SHOULD~STDRE THE INSULATION IN A DRY. PROTECTED AREA
2. ALL PACKAGES SHOULD BE ELEVATED ABOVE THE GROUND OR SLAB, PREFERABLE ON A FLAT
SURFACE. TO PREVENT CONTACT MIN SURFACE WATER ACCUMULATIONS. SNCE THE VAPOR
BARRIER 15 FRAGILE AND SUBJECT TO IMPACT OAMAGL; EXERCISE CARE N HANDLING.
00 NOT ALLOW PACKAGES TO BE THROW( OFF THE SHIPPING VEHICLE, KICKED. OR PLACED
MATH SHARP OBJECTS DURING STORAGE.
3. POLY -SAGS SHOULD HAVE HOLES IN EACH END TO AEREATE THE INSULATION. WHEN STORED
IN A DRY. PROTECTED AREA, THE ENDS OF THE S11G.S SHOULD BE OPENED TO ALLOW BETTER
AIR CIRCULATION.
l PACKAGES CAN BE LEFTUNCOVEREDDURING THE DAY, WEATHER PERMITTING. BUT SNOOD
BE PROTECTED AT HGHT WTH POLVETHEEINE FILM. CANVAS OR OTHER COVERING.
S. F A DRY. PROTECTED AREA IS NOT AVAILABLE AT THE STE. THE ERECTOR SHOULD PLACE
THE INSULATION AT THEiEND OF THE BUILDING WHERE THE ROOF SHEETS WILL FIRST BE
APPLIED. THIS WILL PROTDE PROTECTION FOR THE REST OF THE MATERIAL UNTIL THE
BURRING 15 COMPLETED.(
NOTE:
TO MINIMIZE THE RISK OF DAMAGE TO THE INSULATION, IT SHOULD BE INSTALLED AS SOON
AS POSSIBLE AFTER DELIVERY.
1 GENERALN•"SAn°" NOTE
1. INSULATION BACKING IS (ALWAYS TOWARD THE INSIDE OF THE BUILDING. (MORE: VINYL
BACKING BECOMES BRITTLE IN COLD WEATHER SO CARE MUST BE TAKEN IN HAMXNC)
2. BEFORE INSTALLING WALL NSOATION. RECHECK THE AREA FOR P.UMBIESS
3. WALL INSULATION IS SHiVED IN BAGS OF MAXIMUM LEKKT . THE ERECTOR MUST SPUCE
THE INSULATION AT ORTSJCi WHENEVER APPLICABLE
I. IMPORTANT: F THE BOTTOM EDGE OF nSERGLASS 15 ALLOWED TO TOUCH HORIZGIITAL
SURFACE OF CONCRETE NOTCH OR BASE FILASIM MOISTURE WILL 7MCK' UP THE FIBER-
GLASS AND REDUCE THE EFiTENCY OF THE INSULATION. IN ADDITION. CORROSION CAN
EASILY BEGIN AT BOTTOM EDGE OF PANEL ONCE WATER HAS ENTERED THE INSULATION.
INSULATION NOTES
AC10
E FASTENER PER CRT
UP
OR GIRT WALL PANEL
I I/J• GIRT CLOSURE
(SOON a WHAT
HEADER FLASHING D
1/4" K 1/2" HEX NEAR BOLTS
ODOR HEAD
SECTION AT DOOR HEAD
HAW 1I a MT
Para+ PNR
FASIDQS
O FR RKTAND)
Omm RETn1O (WTI
Mma2^.:r
NVU 6) "plc
Rw PANEL
aISOE CLODMW
(Ir x aµ' MASIIC
(AO/OAlge)
vor PALL TnpLFLAT 3
INS2 -
ST .. RUN OF NSie •TON�M�eF
A STARTER RUN OF INSULATION
((N6' WOE FOR ROBED ROOF AND
36' MADE FOR CUP) IS PLACED ON
THE ROOF WTH ONE EDGE ON THE
CABLE ANGLE
AFTER FEW RUN OF SHEETS IS
COMPLETE, ADDITIONAL. INSULATION
CAR BE INSTALLED. ALWAYS KEEP
FORWARD EDGE OF DMILATION
JUST AHEAD OF THE LEADING
EDGE OF ROOF PANELS.
SEE ERECTION Ow5
FOR PANEL GVEINING
PT9
RIBBED ROC' PANEL -
NDTF
LAVE TRIM. FASTENERS
() I GUTTER 3-0.._w�..
EAVE STRUT
PANEL
TT R
EAE� GUTTER
(STANDARD)
GUTTER CLIP X-O" ON
CENTER AT PANEL 9DELAP,
'PT12
(2'.-6' O.C. AT CUP)
2 FASTENERS CUP TO ROOF. AS ROOF)FAS7ErQt5
SAME mp
(s/•r
NOTE:
TETHER aro aTiER
I 1/A' COLOR OF GUTTER) -T
CUTTER ENO CAP IS
NOT REOD W/STARDARD
\
CORNER CLOSURE
ROOF PANELS
CUTTER ENDCM
SEAL will TUBE
CAULKING AND 11 BLIND .
RIVETS GU ND RIVET
`WALL PANEL
3 D/16'
RAKE TRAP GUTTER
CORNER w CLOSURE �r CUT'1• IN BOTTOM,
OF CUTTER
BEND (11 BUD RIVETS PER SIDE) SAVE TRIM DOWNSPOUT
F�ECTION
STITCH FASTENERS
LTUBE CAULKING
ENDAPS
(16 BLIND
RIVETS)
OOWSPOUT STRAP
V((MANE PER OOWNSPOUT
GYON)
NOTE
NSTALL (6) BIND RIVETS AT -
ALL DOWNSPOUT AND FITTING
JOINTS.
GUTTER AND DOWNSPOUT INSTALLATION
RIBBED ROOF PANELS
INSULATION
lv�
1y
..
, /
_ _ �'�' •:LI e v+� �,L
LAVE STRUT
2c)STRUT
FLASHING
�O�INSULA�ON DETAILS
• "s�Al: �-•
'A MY
DA IE
SOUIIERV REGION
JOB NO.
DBL
1214101
Ceco Building Systems Pa am ER 911
ram
10-8-19770-1
£CKED
OA 1E
D Robertson Coco company
COL ISSISSFR 397OLT
JAIAPP
12/01
-
MEMBER
GINEER
DAZE
CUSTOMER.
RF CONCREIE CONST INC
SNIP . )a
BRYAN mail
—_
M B M A
6LH
12/01
664 OLD DIX/E HIGHWAY
159W. 65 PARK LANE ,
SCALE
VERO BEACH. a 32962
FT PIERCE, FL
o.
wEEr NOlt
ST.LUCIE COUNTY
A
E4 4