HomeMy WebLinkAboutBUILDING PLAN PAGE 61-75BRIDGE CHANNEL CONNECTIONS
BGC--
(4) 1 /2" X 1 1 /4" A325 BOLTS ® EACH PURLIN
(2) 1/2" X 1 1/4" A325 BOLTS ® EACH COLUMN
CI292- FASTENS BETWEEN THE
GIRTS ON EACH SIDE OF THE
ENDWALL COLUMNS, AT ALL
GIRT ELEVATIONS.
REFER TO DETAILS.
SWC
EWB KEY PLAN EWD
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RBR WALL PANELS
PANEL COVERAGE = 3'-0
COLOR = GALVALUME
PANEL PKG. REQ'D. = RBS-1
1'- 3
l'- 2
0
N I PC77
l'-8
N1 PC77
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l'-8 PC77
2'-6
l'-7 SC5
l'-6
V-5
l'-6 SC5
l'-6 SC5
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12
GC7
-SC240 G-8
PC60A
PC60Z
G-10
G-9
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211
PC60Z
HC51X —
G- 22
BG2A
G-23
(2) PC60B
G-23
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12
2T8
PC60Z
HC51X PC60Z
G-22
G-10
G-9
BG1A
PC60A
�k NOTE:
ATTACH W8X24 BRACKET (BG58) W/(8) J" o x 1 j"
A325, 4 TO COLUMN FLANGE & 4 TO RAFTER WEB
rGH08-2 / GC10 SC240�
G-11 _ r• F rl
PC77 G-8
G-9
G-9 PC102
G-11 --
PC77
PC77
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PC -- -
RE3AC
RE3AD A
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G-11
PC77
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G-8
G-9
G-9
G-11
PC77
SC5
PC77
PC77
PC77
PC77 G-8
G-9
G-9
G-11
PC77 G-8
G-9
G .9 �s: R7n
G-11
PC77 G-8
G-9
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PC77
G-9
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-----------------------
27'-34 I 25'-0 I 25'-0 I 27'-31
c
CCb
(±D
A.8
C110A
CD12A
CD13A
CD14A
94„
ENDWALL ELEVATION "EWB" AT GRID LINE "1"
SPLICE BOLT TABLE
CONN.
QTY. SIZE TYPE HARDENED BEVELED
WASHERS WASHERS
A
(4) X 1 i
A325 B&N
0
0
B
(4) X 1i
A325 B&N
4
0
nAUNLAr WALL SHEETING ELEVATION "EWB"
BLDG "A"
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT
CIl OA
499
C111A
516
CD12A
676
CD13A
680
CD14A
671
RE3AA
423
RE3AB
341
RE3AC
348
RE3AD
341
4
IN
O
N 1
co O
W r7
40
N L`
THESE PLANS A,ND ALL PROPOSSD WORK
ARE SUBJECT TO ANY CORREC?ICfJS
REQUIRED BY FIELD MSPEC70RS THAT
CLAY BE NECL'96ARY IN OADM TO
CO-'hPLY WITH ALL APPLICABLE CODES.
ENMEIA
SEP 0 9 2015
SWA (H.S.)
r
BRIDGE CHANNEL CONNECTIONS
BGC--
(4) 1/2" X 1 1/4" A325 BOLTS 0 EACH PURLIN
(2) 1/2" X 1 1/4" A325 BOLTS 0 EACH COLUMN
x
w
=
w
i
D-
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w
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d
a
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rn
I
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N
N
CL292— FASTENS BETWEEN THE
GIRTS ON EACH SIDE OF THE
ENDWALL COLUMNS, AT ALL
GIRT ELEVATIONS.
REFER TO DETAILS.
SC240
1'— 3
PC77—'
1'-2
PC77 J
F0
2
N
SC5
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1 —8
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1'- 8
0
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SC5-'
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SC5J
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1'-7
V-6
V-5
SC5J
1'-6
SC5 J
1'-6
N
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0 tD
00
BG1A PC60A
GF}nS-2
2A
PC60Z
n
PC60Z HC51X —
G- 22
BG2A -
(2) PC60B 12
21�
_I PC60Z
G-23 HC57x
G-10
PC60Z
12
PC60A
=.:i�,GH08-2 rc21
* NOTE:
ATTACH W8X24 BRACKET (BG58) W/(8) J" O x 1 i"
A325, 4 TO COLUMN FLANGE & 4 TO RAFTER WEB
GC20 1
G-10
`"`
G-9
I
G-19
-18
G-9
G-18
PC103 G-9
G-9
G-19
PC103 A
q RE2AD
G-18
G-g 2A _
`� B G-9 A *BG58 �.
_ G-g
G-9 RE2AB
G-19 PC77
_
G-19� RE2AA
PC77 G-18 A *BG5$
PC77
*BG58
G-18
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G-9
G-19
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------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
----
-----
-------------- ------�-
---------------------------------
4'- 4
27'-31
25'-0
25'-0
27'-31
A.1
C15A
SPLICE BOLT TABLE
CONN.
QTY. SIZE TYPE HARDENED BEVELED
WASHERS WASHERS
A
(4) X 1�
A325 B&N
0
0
B
(4) X 1i
A325 B&N
4
0
A.8 C&I
CD7A CD8A
ENDWALL ELEVATION "EWD" AT GRID LINE "Y
dD
CD9A
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT
C15A
516
C16A
499
CD7A
671
CD8A
680
CD9A
676
RE2AA
423
RE2AB
341
RE2AC
348
RE2AD
341
SC240
PC77
PC77
-PC77
F-
-PC77
x
w
-PC77
w
d
-PC77
0
I
-PC77
�n
-PC77
-PC77
-PC77
no
to 0
00
N
I
DRMEIA ENMEIA
RBR WALL PANELS 'iI L' t
PANEL COVERAGE = 3 -0 i i THESC CLANS AND ALL PROPOSM WORK '
COLOR = GALVALUME I I ARE SUBJECT TO ANY CORRECTIONS 3 05 ., >♦
PANEL PKG. REQ'D. = RBS-4 _ _ _ _ - - - - - - - - - - - - - - - _
lac"(1UIIiL"D BY FIELD MSPECiOORS TPiAT ° .Iu
g ' 9 WAY HE NECINAIRY IN (ADM TO � �p� s% ATE OF .`�a`�'
V-0 CO:?LYIJITi•I ALL APFLICASLECODES, = ORIOP'���,.�'
1 -0 BACKLAP � S' ••.....••��````�
BACKLAP "EWD"
"oNAla"�`
SWc WALL SHEETING ELEVATION EWD
1 BLDG "A" SEP Q 9 2015
EWB KEY PLAN EWD
SWA (H.S.)
SWC
ME
SWA (H.S.)
SP-10
F22-1
F3535-1
N O O O O O O O O N
i
Ln
Oo
M
M
PBR WALL PANELS
PANEL COVERAGE = 3'-0
COLOR = SADDLE TAN
PANEL PKG. REQ'D. = PBB-5
SP-10
SP-10
SP-10
1 SP-10
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PBR WALL PANELS
PANEL COVERAGE = 3'-0
COLOR = SADDLE TAN
PBC PARTITION PANELS
PANEL COVERAGE = 2'-8
COLOR = GALVALUME
PBR WALL PANELS
PANEL COVERAGE = 3'-0
COLOR = SADDLE TAN
PANEL PKG. REQ'D. = PBB-6
SP-2
F292-1
F324-1
BACK PANEL SHEETING ELEVATION "EWB"
BLDG "A"
SP-10
0
F22-1
F3535-1
N O O O CD O O O
b co i I m O I I I I I N
tn
c0 O In
M M
F292-1
F324-1
BACK PANEL SHEETING ELEVATION "EWD"
BLDG "A"
v I, "
BACK PANEL SHEETING ELEVATION "SWC"
BLDG "A"
F571-1
F201-1
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INTERIOR PARTITION PANEL SHEETING
BLDG "A"
(PANEL STRUCTURAL SUPPORT BY OTHERS)
MOWA
THESE PLMS AND ALL PROPOS50 WORK
ARE SUBJECT TO ANY COMM ONS
REGuiRm BY FIELD INSPECTORS THAT
MAY BE uEmSAt9Y IN 08DR TO
CO-'4?LY WITH ALL APPLICABLE CODES.
Hold s rniurl n
2015
OY/PROJECTS\XDS-V5-03-02 FRAME = Jobs/Active/eng/l4-B-83134/ver01-kxhu/Bldg-A/Drftg/x01L
OY/PROJECTS\XDS-V5-03-02 FB SET = Eng/14-B-83134/ver01-kxhu/Bldg-A/DRFTG/x01L
4/30/15 10: 32:11
GENERAL NOTES
FRAME CLEARANCES SHOWN ARE APPROXIMATE AND
MAY VARY DUE TO CONDITIONS (DEFLECTION).
VERTICAL CLEARANCE DIMENSIONS ARE FROM
FINISHED FLOOR REFERENCE ELEVATION.
0
I
M
2'-0
I
N
l'- 6
l'-6
I I
0 0 ok" 3 -
3'-10& , 2'-
4'-114 , 4'-111� 1 4'-11
12
4 -114 4-11
' 4-11 4'-11 4'-11
�
4'-11 4-11 4'-11 4'-11 4'-11
l b 1.4-C 1.4-B
CF1AC CPP3A CPP4A
CROSS SECTION AT FRAME LINE "1.4"
** DENOTES: CLIPS AT FLANGE BRACE
CL196 & CL199 AT 8" PURLINS/GIRTS
CL197 & CL199 AT 10" PURLINS/GIRTS
CL198 & CL199 AT 12" PURLINS/GIRTS
-6 , 2'-6
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT
R1AB
1603
R1AD
1517
R1AF
967
CU18A
118
CU17A
116
CPP4A
195
CPP3A
179
CF2AC
909
CF1 AC
536
6
cb
CF2AC
7A 1
11
0
Fi
1'=6
l'-6
THESE CLANS AND ALL PROPOSED tYOrm.'
ARE SUBJECT TO ANY COFLRECti10135
REOUIRL*D BY FIELD INSPECXRS Tflk
MAY BE NECnsA%y IN OADLP4 TO
Co ,li?LY WITH ALL APPLICABLE CODES.
EUME1A
38305 '
W
krE OF
SEP 0 9 2015
6Y/PROJECTS\XDS—V5-03-02 FRAME = Jobs/Active/eng/14—B-83134/ver01—kxhu/Bldg—A/Drftg/x03L 4/30/15 10:34:26
OY/PROJECTS\XDS—V5-03-02 FB SET = Eng/14—B-83134/ver01=kxhu/Bldg—A/DRFTG/x03L
v -v
1'— 0
1'— 0
0'-10g
x
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a
¢
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2'-0
L
co
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CV
1'-6
1'-6
12
i I—
4'_11 4'-11 4'-11 4'—i1 4'-11 4'--.11� 4'-11 4'-11
c 4'-11 4'-11 4'-11
3'-61 3'-5 3'-10 2'-7 4'-11 4'-114 4'-11
D� 2-C 2-B
CF1CA CPP3C CPP4C
CROSS SECTION AT FRAME LINE "2"
** DENOTES: CLIPS AT FLANGE BRACE
CL196 & CL199 AT 8" PURLINS/GIRTS
CL197 & CL199 AT 10" PURLINS/GIRTS
CL198 & CL199 AT 12" PURLINS GIRTS
5-04 , 4'-54 2'-11
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT
R1CA
1038
R1CB
940
R1CC
485
CU19A
118
CU15A
120
CPP4C
208
CPP3C
192
CF2CA
73
CF1CA
310
dD
CF2CA
GENERAL NOTES
FRAME CLEARANCES SHOWN ARE APPROXIMATE AND
MAY VARY DUE TO CONDITIONS (DEFLECTION).
VERTICAL CLEARANCE DIMENSIONS ARE FROM
FINISHED FLOOR REFERENCE ELEVATION.
FILE COPY
THESE PLQIS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CONECTIOP9S
REOUIRbM BY FIELD INSPECTDRS T14AT
14AY rl. NECISSAWY IN Offt TO
COMPLY WITH ALL APPLICABLE CODES.
ENMEtA
38305 41
TE OF
SEP 0 9 2015
6Y/PROJECTS\XDS—V5-03-02 FRAME = Jobs/Active/eng/14—B=933134/ver01—kxhu/Bid—A/Drftg/x01L 4/30/15 10:32:11
OY/PROJECTS\XDS—V5-03-02 FB SET = Eng/14—B-83134/ver0i—kxhu/Bldg—A/DRFTG/x01L
1'— 0
1'— 0
1'— 0
0'-10j_
x
Lo
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r.
=
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0
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2'-0
in
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1'-6
1'-6
12
8n
4'-11 4'-11 T� 4'-11 4 —11 4-11 i
4'-11 ,� 2'-6 2'-6
_4 co `(o , 3 —5� , 3-10 2'-7 4'-114 4'-11 4'-11 4'-11 4 —11
GE6—CD CfbD
CF1AB CPP3A CPP4A
CROSS SECTION AT FRAME LINE "2.6"
** DENOTES: CLIPS AT FLANGE BRACE
CL196 & CL199 AT 8" PURLINS/GIRTS
CL197 & CL199 AT 10" PURLINS/GIRTS
CL198 & CL199 AT 12" PURLINS/GIRTS
APPROXIMATE MEMBER WEIGHTS
PART MARK WEIGHT
R1AA
1603
R1AC
1517
R1AE
967
CU18A
118
CU16A
116
CPP4A
195
CPP3A
179
CF2AA
909
CF1 AB
536
6
cb
CF2AA
GENERAL NOTES
FRAME CLEARANCES SHOWN ARE APPROXIMATE AND
MAY VARY DUE TO CONDITIONS (DEFLECTION).
VERTICAL CLEARANCE DIMENSIONS ARE FROM
FINISHED FLOOR REFERENCE ELEVATION.
I
w
=
F-
W
W
d
w
Q
Q
o
d
N
o
m
I
I
N
1'-6
THESE FLAuNS OID ALL PROPOSSD WORK
ARE SUBJECT TO ANY CORREC'gCNS
REQUIRED BY FICLD MSPECXRS THAT
MAY BE NEC1960Y IN O#4DM TO
C0.4?LY WITH ALL APPLICABLE CODES.
SEP 0 9 B15
el
FIELD SERVICE PROCEDURES
AUTHORIZATION FOR CORRECTIVE WORK
UNLOADING, HANDLING, AND STORING MATERIALS
0 IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM, PLEASE
NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE
STRUCTURAL — A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING
HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING MANNER: CAREFULLY CHECK
AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO
PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE —ARRANGED PLAN.
YOUR PACKING LIST WHILE UNLOADING. MARK ANY ITEMS, WHICH APPEAR TO BE MISSING AND
LINE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE
PROPER LOCATION AND HANDLING OF COMPONENTS WILL ELIMINATE UNNECESSARY HANDLING.
NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN THE TITLEBLOCK AS SOON
FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION
AS POSSIBLE. CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE.
SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO
NOTE: PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER
ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST
END, 11'-0" FROM END, INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE -DOWNS
SHORT MATERIALS— IMMEDIATELY UPON DELIVERY OF MATERIAL, QUANTITIES ARE TO BE
EFFICIENT AND ECONOMICAL METHOD OF CORRECTION TO BE USED BY OTHERS. (AISC 303 10,
FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSITI
VERIFIED BY THE CUSTOMER AGAINST QUANTITIES THAT ARE BILLED ON THE SHIPPING
SECTION 7.14) (MAR 05 SECTION 7.14) IF THE ERROR IS THE FAULT OF THE MANUFACTURER,
DOCUMENT. NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE
AN "AUTHORIZATION FOR CORRECTIVE WORK" MUST BE ISSUED IN WRITING BY THE
REMEMBER, SAFETY FIRSTI
MATERIAL SHORTAGES AGAINST THE QUANTITIES BILLED ON SHIPPING DOCUMENT IF SUCH
MANUFACTURER TO AUTHORIZE THE CORRECTIVE WORK AT A COST NOT TO EXCEED THE
BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB
SHORTAGES ARE NOT NOTED ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELIVERED,
MAXIMUM TOTAL COST SET FORTH. ALTERNATIVE CORRECTIVE WORK OTHER THAN THAT
FROM DAMAGE DURING THE UNLOADING PROCESS. IT ALSO FACILITATES THE PLACING OF
AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT. IF THE CARRIER IS THE MANUFACTURER,
PROPOSED IN THE "INITIAL CLAIM" MAY BE DIRECTED BY THE MANUFACTURER IN THE
SLINGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE
CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TO THE COMMON CARRIER. IF
"AUTHORIZATION OF CORRECTIVE WORK." ONLY THE FIELD SERVICE DEPARTMENT MAY
BOLTED TOGETHER INTO SUB —ASSEMBLIES WHILE ON THE GROUND. EXTRA CARE SHOULD
THE MATERIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE
AUTHORIZE CORRECTIVE WORK.
ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM
BILLED ON THE SHIPPING DOCUMENTS, BUT ARE LESS THAN THE QUANTITIES ORDERED OR THE
HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB.
QUANTITIES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE
FINAL CLAIM — THE "FINAL CLAIM" IN WRITING MUST BE FORWARDED BY THE CUSTOMER TO
IF WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS
ORDER DOCUMENTS, CLAIM IS TOO BE MADE OF THE MANUFACTURER.
THE MANUFACTURER WITHIN TEN (10) DAYS OF COMPLETION OF THE CORRECTIVE WORK
SUCH AS GIRTS, PURLINS, ETC., THE PIGMENT WILL FADE AND THE PAINT WILL GRADUALLY
SOFTEN REDUCING ITS BOND TO THE STEEL. THEREFORE, UPON RECEIPT OF A JOB, ALL
DAMAGED OR DEFECTIVE MATERIAL — DAMAGED OR DEFECTIVE MATERIAL, REGARDLESS OF
AUTHORIZED BY THE MANUFACTURER.
BUNDLES OF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW ANY TRAPPED
THE DEGREE OF DAMAGE, MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER
WATER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING. PUDDLES OF WATER
AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S AGENT. THE MANUFACTURER IS NOT
THE "FINAL CLAIM" MUST INCLUDE:
1ACTUAL NUMBER OF MAN—HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK
SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE
RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS,
"C" "Z"
.
AND ACTUAL HOURLY RATES OF PAY
SAME REASON.
THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A
INCLUDING, BUT NOT LIMITED TO: FASTENERS, SHEET METAL, & SECTIONS & COVERING
2 TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR.
SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS. THE COAT OF SHOP
PANELS THAT BECOME WET AND/OR DAMAGED BY WATER WHILE IN THE POSSESSION OF
3. OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR.
PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, THE DURABILITY AND
OTHERS, PACKAGED OR NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE
4. COST OF MATERIAL NOT MINOR SUPPLIES AUTHORIZED BY THE MANUFACTURER TO BE
CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER.
UNPACKED, UNSTACKED AND DRIED BY THE CUSTOMER. IF THE CARRIER IS THE
PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING COPIES OF PAID INVOICES.
MANUFACTURER, THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY TO THE
5. TOTAL ACTUAL DIRECT COST OF CORRECTIVE WORK (SUM OF 1, 2, 3 & 4). THE "FINAL
TOUCH—UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF THE END CUSTOMER. ALL
MANUFACTURER. THE CARRIER IS A COMMON CARRIER, THE CUSTOMER MUST MAKE THE
CLAIM" MUST BE SIGNED AND CERTIFIED TRUE AND CORRECT BY THE CUSTOMER. "FINAL
PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTION! — SEE R1-06 TITLED
CLAIM FOR DAMAGE THE COMMON CARRIER. THE MANUFACTURER IS NOT LIABLE FOR ANY
CLAIMS" ARE CREDITED TO THE CUSTOMER BY THE MANUFACTURER IN AN AMOUNT NOT TO
"SHOP PRIMED STEEL"
INCLUDING, BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL
CLAIM WHATSOEVER N
EXCEED THE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITING IN THE
DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DEFECTIVE MATERIALS THAT
AUTHORIZATION -FOR CORRECTIVE WORK" OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE
TEMPORARY SUPPORTS
CAN BE DETECTED BY VISUAL INSPECTION.
WORK.
OIL CANNING IS NOT CAUSE FOR REJECTION
** IMPORTANT NOTE ** -COST OF EQUIPMENT (RENTAL OR DEPRECIATION), SMALL TOOLS,
TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR
BE DETERMINED AND
OTHER ELEMENTS REQUIRED FOR THE N E OPERATION WILL
EXCESSIVE MATERIAL - THE MANUFACTURER RESERVES THE RIGHT TO RECOVER ANY
SUPERVISION, OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CLAIMS.
FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE
MATERIAL DELIVERED IN EXCESS OR THOSE REQUIRED BY THE ORDER DOCUMENTS,
THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS
SHIPMENT ARRIVAL TIME - EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER
COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING
INITIAL CLAIM - IN THE EVENT OF ERROR, THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN
ARRIVES AT THE JOBSITE ON THE REQUESTED DAY AND AT THE REQUESTED HOUR.
FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING
"
OR VERBAL "INITIAL CLAIM TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN,
MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY FOR COSTS
FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE
DRAFTING, BILL OF MATERIALS OF FABRICATION ERROR.
ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE
LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF
THE "INITIAL CLAIM" INCLUDES:
AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME.
STANDARD PRACTICE, 9TH ED.).
1. DESCRIPTION OF THE NATURE AND EXTENT OF THE ERRORS,INCLUDING QUANTITIES.
2. DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING
ESTIMATED MAN-HOURS.
3. MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER, INCLUDING
ESTIMATED QUANTITIES AND COST.
4. MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED
FROM OTHER THAN THE MANUFACTURER.
R1-01
TYPES OF FINISHES
SHOP PRIMED STEEL
'ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF
CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE
PAINTED WITH ONE COAT OF SHOP PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF
,SSPC PAINT SPECIFICATION NO. 15. THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT
THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC
CONDITIONS, SHOP PRIMED STEEL WHICH IS STORED IN THE FIELD PENDING ERECTION SHOULD
BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER -HOLDING
POCKETS, DUST, MUD AND OTHER CONTAMINATION OF THE PRIMER FILM. REPAIRS OF
DAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER
FIELD STORAGE OR SITE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE MANUFACTURER.
THE MANUFACTURER IS NOT RESPONSIBLE FOR DETER10RA11ON OF THE SHOP COAT OF
PRIMER OR CORROSION THAT MAY RESULT FROM EXPOSURE TO ATMOSPHERIC AND
ENVIRONMENTAL CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED
COATING. MINOR ABRASIONS TO THE SHOP COAT (INCLUDING GALVANIZING) CAUSED BY
HANDLING, LOADING, SHIPPING UNLOADING AND ERECTION AFTER PAINTING OR GALVANIZING
ARE UNAVOIDABLE. (MBMA 06 IV 4.2.4)
GALVALUME
GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET & COIL PRODUCT HAVING A
COATING OF CORROSION RESISTANT ALUMINUM -ZINC ALLOY. THE ALLOY MIXTURE IS
BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE & HEAT
REFLECTIVITY OF ALUMINUM & THE SACRIFICAL ACTION OF GALVANIZED. THE BEST
PROPERTIES OF BOTH ALUMINUM & ZINC ARE COMBINED IN THIS COATING & OFFER ADDED
SERVICE LIFE FOR BUILDING PANELS.
PRE -PAINTED
USING GALVALUME STEEL AS A SUBSTRATE, PRE -PAINTED STEEL IS GIVEN AN ADDITIONAL
RUST INHIBITOR PRIMER COAT. THIS PRIMER COAT FURTHER INCREASES THE CORROSION
RESISTANCE. THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS
AND THE WASH COAT, DESIGNED ONLY FOR INTERIOR USE, IS APPLIED ON THE OPPOSITE
SIDE. GALVALUME AND PRE -PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS
IF A FEW RULES CONCERNING THEIR CARE AND MAINTENANCE ARE OBSERVED. ALL OF THESE
FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT PROVIDED.
PAINT AND COATING MAINTENANCE
REMOVE SMUDGE MARKS FROM BARE GALVALUME@R . FORMULA 409 HAS PROVEN TO BE
SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER. DO NOT
RUB MORE THAN REQUIRED TO REMOVE SMUDGE. NO PRODUCT WILL REMOVE ALL SMUDGE
MARKS. REMOVE RUST STAINS. SOFT SCRUB WITHOUT BLEACH HAS PROVEN TO BE
SOMEWHAT EFFECTIVE. LIGHTLY RUB WITH A SOFT CLOTH AND RINSE WITH WATER. DO NOT
RUB MORE THAN REQUIRED TO REMOVE STAIN. NO PRODUCT WILL COMPLETELY REMOVE RUST
STAINS. TO TOUCH—UP SCRATCHES IN PAINT (NOT TO BARE METAL), CLEAN AREA TO BE
PAINTED WITH MILD DETERGENT. RINSE THOROUGHLY AND DRY. USING A SMALL ARTIST'S
BRUSH, LIGHTLY APPLY THE MINIMAL AMOUNT OF COLOR MATCHED TOUCH—UP PAINT
REQUIRED TO FILL/COVER THE SCRATCH. CONTACT BUILDING MANUFACTURER FOR
ASSISTANCE WITH ORDERING/PURCHASING TOUCH—UP PAINT AS NEEDED.
R1-06
ROOF AND WALL PANELS
DAMAGE DURING CONSTRUCTION
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MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED, GALVALUME &
THE QUALITY OF WORKMANSHIP IN STEEL ERECTION, CONSTRUCTION PRACTICES, AND
GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL
HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN
mz,
UNLOADING & ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE
SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS.
QUALITY MERCHANDISE, WHICH MERITS CAUTIOUS CARE IN HANDLING.
PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION
METHODS AND/OR CARELESSNESS.
UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF
SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO
OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND
DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE
THE FASTENER HEAD, RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC
STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE
POLLUTANTS (PRINCIPALLY SULFUR DIOXIDES) AND DIRT PARTICLES COLLECT IN THESE
PACKAGES. THIS AVOIDS GROUND MOISTURE & DETERS PEOPLE FROM WALKING ON THE
POCKETS. THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT
PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE
WILL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER. RAIN MAY WASH SOME
DRAINAGE IN CASE OF RAIN. THE MFGR EXERCISES EXTREME CAUTION DURING FABRICATING
POLLUTANTS AWAY, BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREAS
AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE
WET AND CONTINUE THE PROBLEM. OVERDRIVING THE FASTENER ALSO FORCES THE SEALING
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TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME
WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT. PROPER
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TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED
TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE
SHEETS WHEN EXPOSED TO RAIN. THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED
WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS.
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MOISTURE. THE STAIN IS USUALLY SUPERFICIAL & HAS LITTLE EFFECT ON THE APPEARANCE
OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE
IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL
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PANELS. HOWEVER, MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN
FASTENERS AND FILLINGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE
EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH & REDUCE THE EFFECTIVE SERVICE LIFE.
PANEL SURFACE, CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS
SEE R1-07 "DAMAGE FROM CONDENSATION OR TRAPPED WATER."
OR FILLINGS ARE NOT REMOVED AND ARE ALLOWED TO COME IN CONTACT WITH WATER OR
CONDENSED MOISTURE. WHEN PANELS ARE PRE -DRILLED OR CUT IN THE STACK PRIOR TO
CAUTION: CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS. USE SAFETY LINES
ERECTION ALL SHAVINGS OR FILLINGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL.
TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE
AND NETS WHEN NECESSARY! PANELS ARE SLIPPERY. WIPE DRY ANY MOISTURE OR SURFACE
ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION. THE FINAL
MATERIAL THAT HAS FUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST, OR OTHER
CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER SO THAT THE
FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. ALWAYS
SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE. ANY OTHER
ASSUME PANEL SURFACE IS SLIPPERY & ACT ACCORDINGLY. NEVER WALK OR STEP ON
FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE
SKYLIGHTS OR TRANSLUCENT PANELS!
REMOVED FROM THE ROOF. DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF
EQUIPMENT SUCH AS AIR CONDITIONING UNITS, ETC...
USE WOOD BLOCKING TO ELEVATE & SLOPE THE PANELS IN A MANNER THAT WILL ALLOW
MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL
PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE. WORKMEN SHOULD STEP OR
AIR CIRCULATION. WHEN HANDLING OR UNCRATING THE PANELS, LIFT RATHER THAN SLIDE
WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS
THEM APART. BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID
AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING. IF THIS DAMAGE IS SEVERE, THE
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OVER ONE ANOTHER, NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND.
EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR
WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED. DRAGGING ONE PANEL ACROSS
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ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL
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SURFACE.
ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT
DAMAGE AND FOR SAFETY CONSIDERATIONS.
DRAINAGE.
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LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE
Q
PANEL DAMAGE. THIS DIRT MAY BE WET OR AT LEAST WILL CONTAIN SOME MOISTURE. MUD
MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION. CORROSION DAMAGE
ELEVATE
MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS. 1N AREAS WHERE LIME
STABILIZATION OF THE SOIL IS REQUIRED, CORROSION DAMAGE FROM THE SOIL'S CONTENT
1= G 1r*2
WILL BE ACCELERATED AND MOST LIKELY BE SEVERE. ALL DIRT MUST BE REMOVED FROM
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THE PANEL WALLS AT THE COMPLETION OF THE WORK, PRE —PAINTED PANELS MAY REQUIRE
TOUCH—UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION.
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THE APPEARANCE OF THE BLDG. MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE
LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS, WINDOWS, ETC... IF THE
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DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED.
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R1-02 R1-03 R1 -0 R1-05 0 m
DAMAGE FROM CONDENSATION OR TRAPPED WATER SAFETY COMMITMENT ROOF MAINTENANCE GUIDELINES Ngo
"'
IT IS EXTREMELY IMPORTANT THAT THE PANELS BE MONITORED FOR EVIDENCE OF TRAPPED
THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT
•INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS.
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WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION. HIGH HUMIDITY CONDITIONS
SAFETY RULES AND OSHA STANDARDS AS APPLICABLE.
* INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH
N 0Z11 LZ
WITH TEMPERATURE CYCLING WILL CAUSE CONDENSATION BETWEEN THE PANELS WITHIN THE
THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING
URETHANE SEALANT.
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BUNDLE. CONDENSATION CAN OCCUR FREQUENTLY NEAR THE SEA COAST OR OTHER LARGE
COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB
* ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE
-
BODIES OF WATER.
SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING
ROOF.
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MANUFACTURER.
* REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED.
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IF JOBSITE COVERS ARE USED, THEY SHOULD BE TIED AWAY FROM THE BUNDLE AT THE
IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION
* WHEN PERFORMING ROOF MAINTENANCE, ALWAYS TAKE THE FOLLOWING PRECAUTIONS:
Urn Q
CORNERS TO ALLOW AIR CIRCULATION AROUND THE BUNDLE. THIS WILL HELP PREVENT
PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE.
* USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT AS REQUIRED.
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MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WHETHER STANDARD
* DO NOT WALK ON ROOF FLASHINGS SUCH AS GUTTER, RAKE, HIP OR RIDGE
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PANELS. PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED. IMMEDIATE
STATUTORY OR CUSTOMARY, SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER
FLASH.
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ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE. THE
SAFETY.
* DO NOT WALK ON LIGHT TRANSMITTING PANELS (LTPS). THEY WILL NOT
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BUNDLES MUST BE OPENED AND EACH PANEL UNSTACKED AND THOROUGHLY DRIED ON BOTH
MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING
SUPPORT A PERSON'S WEIGHT.
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SIDES. RE —STACKING THE PANELS AT A SLIGHT ANGLE TO EACH OTHER TO PREVENT NESTING
A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY
* GUARD ALL LTPS AND ROOF OPENINGS.
_
WILL ALOW AIR CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY. IN SEVERE
L
MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD
* STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR IN CLOSE PROXIMITY TO A SUPPORTING
CONDITIONS LARGE FANS CAN BE USED TO CIRCULATE AIR BETWEEN THE UNSTACKED PANELS
HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL
ROOF STRUCTURAL,
Scale: NOT TO SCALE
AND ACCELERATE DRYING. DAMAGE TO THE PANEL COATING OCCURS WHEN PANELS BECOME
AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED.
* AFTER OTHER TRADES HAVE BEEN THE ROOF FOR ANY REASON. INSPECT THE ROOF
WET AND ARE ALLOWED TO STAY WET. DAMAGE CAN OCCUR TO NESTED PANELS WITHIN
FOR PURPOSES OF DETERMINING LIFT REQUIREMENTS, NO BUNDLE SUPPLIED BY THE
FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS, SCRATCHES
Drown by.
24-48 HOURS. THIS DAMAGE SHOWS AS CORROSION AND DISCOLORATION OF THE PANEL
"WHITE
MANUFACTURER WILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE
IN THE PAINT OR GALVALUME R COATING, EXCESSIVE FOOT TRAFFIC AND PUNCTURES.
Checked by.
SURFACE AND IS COMMONLY CALLED WET STORAGE STAIN, ZINC OXIDATION, OR
THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS.
MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED
RUST".
IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT.
FROM THE ROOF IMMEDIATELY. AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER
Project Engineer -
THE ROOF. IN CASES WHERE THIS IS NOT POSSIBLE, THE ROOF MUST ADEQUATELY
ICE AND SNOW REMOVAL
PROEXCESSIVE
Job Number: 14—B-83134-1
ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELY TO PREVENT
DAMAGE TO ROOF AND POSSIBLE COLLAPSE. DO NOT USE METAL TOOLS TO REMOVE THE ICE
FOOT TRAFFIC
Sheet Number: R1 of 13
OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS. ALSO, BE
KEEP FOOT TRAFFIC TO A MINIMUM. HEAVY FOOT TRAFFIC CAN CAUSE PENDING ON LOW
TARP
CAREFUL AROUND PLUMBING PIPES AND FLASHINGS.
PITCHED ROOFS. THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT
The engineer whose seal
BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS. THESE PANELS
ENDLAPS. ALWAYS WALK IN THE FLAT OF THE PANEL NEAR A SUPPORTING ROOF
appears hereon is an employee
WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF
STRUCTURAL. DO NOT WALK ON TRIM OR IN GUTTERS. ON BARE GALVALUME ROOFS,
for the manufacturer for the
THEY ARE COVERED WITH ICE AND SNOW. SEE 2002 MBMA LOW—RISE BUILDING SYSTEMS
EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS. IF REGULAR FOOT TRAFFIC
!ew materials described herein. Said
MANUAL APPENDIX A8 FOR DETAILS ON SNOW REMOVAL PROCEDURES. THESE PROCEDURES
IS PLANNED FOR A ROOF, PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND
seal or certification is limited
SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS
INSTALLED ROOF WALKWAY SYSTEM. IN ORDER TO LIMIT ACCESS TO THE ROOF, ROOF
to the products designed and
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AIR CIRCULATION
REALIZED.
HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES. A SIGN SHOULD BE
" '— —' manufactured by manufacturer
POSTED AT THE POINT OF ACCESS, STATING THAT ONLY AUTHORIZED PERSONNEL ARE
only. The undersigned engineer is
DEBRIS REMOVAL
ALLOWED ONTO THE ROOF. IN ADDITION, A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO
not the overall engineer of
FILM CAN OCCUR WITH PRE —PAINTED STEEL UNDER WET STORAGE
ANY FOREIGN DEBRIS SUCH AS SAWDUST, DIRT, LEAVES, ANIMAL DROPPINGS, ETC. WILL CAUSE
THE ROOF AND THE REASON FOR SUCH VISITS.
record for this project.
A SOFTENING OF THE PAINT
CONDITIONS AND THE DURABILITY CF THE PANEL FINISH SUBSTANTIALLY DECREASED. BARE
CORROSION OF THE ROOF, GUTTERS, TRIM, ETC. IF LEFT ON BUILDING SURFACE FOR A LONG
IF
DISSIMILAR METALS
GALVANIZED AND GALVALUME PANELS REACT MORE QUICKLY TO SURFACE OXIDATION SINCE
ENOUGH TIME. THE ROOF SHOULD BE PERIODICALLY INSPECTED FOR SUCH CONDITIONS AND
FOUND, THEY SHOULD BE RECTIFIED IN A MANNER CONSISTENT WITH THESE ROOF
NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY
THEY LACK THE ADDITIONAL PROTECTION OF PAINT. ZINC COATED OR GALVALUME PANELS
SURFACE
MAINTENANCE GUIDELINES. NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO
DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO: COPPER, LEAD OR GRAPHITE. THIS
UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM OXIDE FILM ON THEIR
"WEATHERING"
COME IN CONTACT WITH ROOF PANELS, ESPECIALLY GALVALUME(Q FOR EXTENDED PERIODS
INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN
DR E A
ALLOWING A SLOW OXIDATION PROCESS CALLED TO OCCUR THAT INHIBITS
,
OF TIME.
CONCRETE, MORTAR AND GROUT.
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ill
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FURTHER CORROSION. IN NESTED BUNDLES CONSTANT CONTACT OF THE PANELS WITH
THESE CL4i!1S AND ALL RAOPO�„D WORK D� ��o
CONDENSED OR TRAPPED WATER PREVENTS THIS WEATHERING PROCESS.
PERIODIC INSPECTION
ARE SUBJECT TO ANY COF REc IONS
RAPID OXIDATION OF THE ZINC OR ZINC ALUMINUM COATING CAN NOW OCCUR AND MAY LEAD
ALL HIGH —STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS,
REQUIRED BY FIELD NSPECXRS THAT
TO "RED RUST" IN A SHORT TIME. IF DISCOLORATION OR STAINS ARE MINOR, A HOUSEHOLD
PARTICULARLY IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY.
tdAY BE NECL'S5A'�Y ITV 014 8305
TO
CLEANER OF THE TYPE USED ON PORCELAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE
THE CRANE MANUFACTURER WILL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2
=_
cBl6r'LY WITH ALL APPLICABLE *
THE STAINS. WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE
YEARS.
CODES. A ; u°ua
ATE ®F
SCRATCHING OR REMOVAL OF THE COATING COULD OCCUR. PANELS WITH SIGNIFICANT
•�
''�,
DAMAGE SHOULD BE REPLACED BY THE BUYER BEFORE ERECTION.
DRAINAGE
* OUT OF GUTTER TO ALLOW WATER TO
Fsi .. OFIOP•�����
KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS
�DNR�-�
QUICKLY DRAIN FROM ROOF.
* DO NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS. THIS BLOCKS
THEFLOW OF WATER AND HALLOW
Q g LU15
DONOT ROOFTOPOACSUNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF.
SMOISTURE.'�p
* ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE
CORROSION.
R1-07 1 R1-08 I R1-09
Erection Guide Date R1 Rev.
Ma '14 05
BUILDING ANCHORAGE
Specified Column
Centerline
"feel Line
t 1 /4"
f6mm)
tt/B"
t3mm)
TRANSIT
1. To determine that the foundation is square, measure diagonal dimensions to be
sure they are of equal length. ANCHOR ROD SETTING TOLERANCES
2. To determine that the foundation is level, set up a transit or level and use a
level rod to obtain the elevation at all columns.
3. Carefully check the location of all anchor rods against the Anchor Rod Setting
Plan furnished by the Manufacturer. All dimensions must be identical to
assure a proper start-up.
AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS
7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the
owner's designated representative for construction in accordance with embedment
drawings that have been approved by the owner's designated representatives for
design and construction. The variation in location of these items from the dimensions
shown in the embedment drawings shall be as follows:
(a) The variation in dimension between the centers of any two anchor rods
within an anchor -rod group shall be equal to or less than 1/8 in. [3 mm].
(b) The variation in dimension between the centers of adjacent anchor -rod
groups shall be equal to or less than 1/4 in. [6 mm].
(c) The variation in elevation of the tops of anchor rods shall be equal to or
less than plus or minus 1/2 in. [13 mm].
(d) The accumulated variation in dimension between centers of the anchor -rod
groups along the column line through multiple anchor -rod groups shall be
equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm], but not to
exceed a total of 1 in. [25 mm]
(e) The variation in dimension from center of any anchor -rod group to the
column line through that group shall be equal to or less than 1/4 in. [6 mm].
The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions
shown in the structural design drawings, measured parallel and perpendicular to the
nearest column line, for individual columns that are shown in the structural design
drawings as offset from column lines.
7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set
with their longitudinal axis perpendicular to the theoretical bearing surface.
7.5.3'. Embedded items and connection materials that are part of the work of other
trades, but that will receive structural steel, shall be located and set by the owner's
designated representative for construction in accordance with an approved
embedment drawing. The variation in location of these items shall be limited to a
magnitude that is consistent with the tolerances that are specified in Section 7.13
for the erection of the structural steel.
7.5.4. All work performed by the owner's designated representative for construction
shall be completed so as not to delay or interfere with the work of the fabricator
and the erector. The owner's designated representative for construction shall conduct
a survey of the as -built locations of anchor rods, foundation bolts and other
Embedded items, and shall verify that all items covered in Section 7.5 meet the
corresponding tolerances. When corrective action is necessary, the owner's designated
representative for construction shall obtain the guidance and approval of the owner's
designated representative for design.
It is extremely important that anchor bolts be placed accurately in accordance with
the Anchor Rod Setting Plan. All anchor rods should be held in place with a
template or similar means, so that they will remain plumb and in correct location
during placing of the concrete. A final check should be made after the completion
of the concrete work and prior to the steel installation. This will allow any
necessary corrections to be made before the costly installation labor and equipment
arrives. STEEL LINE STEEL LINE
TEMPLATE STAKE SHEETING
NOTCH
FORM • • • / �/
BOARD
•0
`[ 1
Erection Guide
/ D
I e it .a
I.
q•a JL_._mALJ___—__
ANCHOR RODS
II
PROJECTION OF ANCHOR RODS "D"
GIVEN ON ANCHOR ROD PLAN.
SHEETING NOTCH SHOWN
BUT MAY NOT BE REQUIRED
(SEE ANCHOR ROD PLAN)
R2
ote v.
Oct '14 R"04
FORM BOARD
TEMPLATE
VW `\
I
C
A
A
C • - --
1
DIMENSIONS A, B, AND C AS GIVEN
ON ANCHOR BOLT PLAN
Bottom of Base Plate
1* t1 /2„
d1/$" t13mm)
(f3mm) Base of
*Variation in Elevation to
the Tops of Anchor Rods
BASE PLATE AND ANCHOR ROD TOLERANCES
FIELD TOLERANCES
H/500
HEIGHT
(f) TOLERANCE
10'
1/4'
12'
5/16"
15'
3/8"
20'
1 /2"
25'
5/8„
30'
3/4"
45'
11/16"
60'
17/16"
COLUMN ALIGNMENT TOLERANCES
MEZZANINE BEAM HEIGHT TOLERANCE
SIDEWALL
1 1 t
500 500 500
I I I
I I
J J
3 3
Z I I
Li
I I I
500 500 500
1 1 1
SIDEWALL
PLAN VIEW
ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES
ROOF CURBS
(When not Supplied by Building Manufacturer)
Down Curb Base Length
Hill g„ 12Min---
® Purlin Line
-
Indicates Roof Panel Support location
Indicates Curb Base Support location
3
O d
o �
a,N
U 0
U S
Panel Rib
Profile
Floating Panel Support
Up Lift Plate
(If Required)
a I Section I / : specified)
(Insulation when specified)
The curb details shown illustrate the building manufacturers recomended curb
style and installation method. It is the erector / installer's responsibility to
provide the proper curb style and install them in accordance with the
procedures established by these details. Failure by the erector / installer to
follow these recommendations may result in the curbs damaging the roof system
or excluded from warranties.
All roof curbs to be:
1. .080 Aluminum or 18go. Stainless (No Golvolume/No Galvanized)
2. Panel rib to rib installation (No flat skirt or lay -over Curbs)
3. Installed over low end / under high end application for water flow at
panel splice
4. Up lift prevention for clip applied roof systems are required if:
a. Wind load exceeds 110 mph or
b. Curb base crosses a purlin
5. Supported on (4) four side by primary or secondary framing 6. Max
Single Curb weight Recommend = 1500#
SUGGESTED METHOD OF PURLIN ATTACHMENT
(FOR BLDG ACCESSORIES
PURLIN ANGLE (W/ 2
SELF -DRILLERS**
HANGER ROD**
SUGGESTED METHODS
** (Not by Metal Bldg Manufacturer)
An angle is self -tapped to the web of the purlin to catch hanger rod. This
method does not preclude other forms of attachment to the purlin web.
The total hanger load shall not exceed the design collateral load for the building.
A sample calculation is shown below:
5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs.
See cover sheet for design collateral load for this building.
Note: If this building is designed for 0 psf collateral load, then adding any
suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly
reduce the design live load.
DO NOT INSTALL HANGER ROD
IN FLANGE OF PURLIN
THE INCORRECT WAYS
ROD, ANGLE
OR CHAIN
DO NOT INSTALL PURLIN CLIPS OF ANY KIND
ON FLANGE OF THE PURLIN AS SHOWN
ROOF JACK INSTALLATION
Incorrect
Install Pipe in center to allow base of rubber roof jack
to lay flat on panel. Cannot encompass more than 75%
of panel.
❑
Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These
roof jacks do not have 20-year service life and, in the case of lead hats, will cause
galvanic corrosion of the roof panels.
❑
Use EPDM rubber roof jacks with an integral aluminum bond bonded into the perimeter of
the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone
Q)
rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top
o°
of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top
of the pipe.
o
❑
Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape sealan
as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with
1/4"-14 x 7/8" Lap Tek Stitch Screws at 1" on center around base of roof jack.
❑
Roll down the top of the roof jack and apply tape sealant continuously around the
exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant.
o`
Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure
o
❑
compression seal.
Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration
W
N
o 0
o
y
&
in center of panel to allow the base of the rubber roof jack to seal to the pan of the
O
o >- o M
?
o
panel.
a _J
10
If a pipe must be installed through a panel seam, or if the pipe diameter is so large to
¢
w
block the flow of water down the roof panel, you must install a "pipe curb" into the roof
O ~
N
a Z D
`
o
and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be
s
C-
,0
o o z
❑
accessed, a two-piece pipe curb is available.
z F- w a
❑
In Northern climates, protect all pipe penetrations from moving ice or snow with a snow
o
w = = F
retention system immediately up slope from the pipe.
—
o UJ M o`
:3n
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r
ROOF JACK INSTALLATION
O m
co
w
Ci
(Not by Metal Bldg Manufacturer) **
c m
N
o
0 0
Panel profile varies %
p
LZ
Roof Jack **
s Roll Top Down
U ram.
~ "n
** Stainless Steel Clamp =
(�
d
o
G_ f-
V)
�
'
�
1/4-14 x 7/8" Lap Tek
Step 1 S.D. w/Washerat 1" O.C.
79
r
ov w o
p
in
®
® ®® Tri-Bead Tape Sealant
v wZ
E
®®®®®••® HW504
M =
°
Uxhii
O
Scale:
NOT TO SCALE
Drawn by.
Checked
by.
** Stainless Steel ClaJ
** Stainless Steel Clc
Step 3
Tri-Bead Tapf
HW504
ply Tri-Bead Tape
slant Continuously
'ound Pipe
ack **
4 x 7/8" Lap Tek
/Washer at 1" O.C.
Tri-Bead Tape Sealant
HW504
FILE Copy
-Bead Tape Sealant
'504
Jack **
x 7/8" Lap Tek
WWasher at 1" O.C.
OTE: Roll roof jack up
Jer Tri-Bead Tape
Sealant and secure the
clamp.
Job Number: 14-B-83134-1
Sheet Number: R2 of 13 1
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
not the overall engineer of
record for this project.
THESE PLANS AND ALL RROPOSSD WORK
ARE SUBJECT TO ANY CO€lAECTICt3S
REOUIRED BY FIELD NSPECXRS THAT
14AY BE NECESSARY IN ORWR TO
COMPLY WITH ALL APPLICABLE CODES,
DRME1A ENMEIA
0 9 2015
PRE -ERECTION NOTES: GENERAL ERECTION NOTES
-The following notes, procedures and suggested recommendations are important parts 1.) All clips, flange braces, bolts, bracing systems, ETC. must be installed as shown on
of the pre -erection process. erection drawings.
1.) Prior to the time the erection crew arrives, a responsible person should check
the job site for foundation readiness, square, and accuracy and Anchor Rod size
and location.
The drawing shown below indicates a method which may be used to check the
foundation and bolts for square.
LS
BE
Measure along adjacent
sides of
foundation using
a pair of dimensions shown. If
the diagonal distance between these
points is as
noted, the corner is square.
Diagonal measurements
between
opposite Anchor
Rods will indicate if these bolts
are set square.
2.) When unloading the
building,
carefully check Off each item from the packing
list. Bundles and boxes
will have
a Fist attached
indicating the contents.
3.) Unload and layout the building columns on the foundation.
4.) Unload the rafters onto the foundation so that they can be erected from
whichever end of the building you wish to start. Your crane will move from one
end of the building to the other while standing columns and hanging rafters
5.) Layout the girts and purlins on dunnage or wood blocking around the
foundation as near as possible to where they will be installed.
6:) Unload and place trim crates out of the way, since these will be the last
required.
7.) Unload and place panels and insulation out of the way.
NOTE: In extremely cold conditions, the vinyl facing on insulation will become
brittle, requiring very careful handling.
8.) Avoid lifting panel stacks with cables, chains or other devices which could
damage the panel. Upon unloading, and every morning thereafter, inspect he panel
bundles for moisture between the panels. This is especially important with
galvalume or galvanized panels. The panel finish must be protected at all times
.before and during erection to preserve the appearance and function of the panels.
9.) All hardware boxes should be protected from theft and moisture, especially
items such as tube caulking and locksets. Store mastic away from heat.
LAYOUT OF BUILDING COMPONENT
1. Girts, Eave Struts and Purlins
2. End Frames and Endpost
3. Main Frames
4. Clips, Bolts, Screws, ETC.
5. Endwall Girts
1.) Layout primary and secondary framing around the slab as shown.
2.) Place components and crates on the slab or on wood blocking to prevent
contact with the ground.
3.) Block one end of components higher than other end to allow drainage of rain
water.
4.) Leave one end of the building open for erection equipment access.
5.) Construct temporary ramp of timbers from grade to slab to prevent damage
to concrete edge from equipment traffic.
6.) Install clips and flange braces onto columns and rafters before these members
are in the air. Clip and flange brace locations are shown on erection drawings.
2.) It is extremely important, especially during construction, that panels at the eaves,
rakes and ridges be kept secure.
3.) Column bases must not be lag screwed or "RED HEADED" to concrete unless
specified on erection drawings for the building.
4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof
rods/cables. Roof rods/cables are tightened from eave to peak. 5.) High strength
bolts (A325) must be used where specified.
TEMPORARY CONSTRUCTION BRACING
1.) It is the responsibility of the erector to maintain stability of the structure during
all stages of erection, particularly when left overnight.
2.) Temporary supports, such as temporary guys, braces or other elements shall be
the total and complete responsibility of the erector. The temporary supports required
shall be determined and furnished by the erector.
3.) Temporary construction supports shall be provided wherever necessary to
accommodate all construction loads to which the structure may be subjected, left in
place as long as may be required for safety.
PANEL CAUTIONS AND NOTES
To minimize potential of corrosive action at the bottom edge of wall panels, the contractor must
assure that the following procedures are followed:
1.) The concrete foundation should be cured for a minimum of seven (7) days before wall panels
are installed. (un-cured concrete is highly alkaline and metal panels con undergo varying degrees
of corrosive attack when in direct contact with the concrete.) After the first week of the curing
cycle, the reaction between metallic coatings on steel and the concrete is essentially halted.
CLEAN DIRT FROM WALL PANEL
AROUND PANEL BASE
PANEL NOTCH (SHOWN) OR OUNDATION
BASE TRIM �ff7- ,
o_
4° z
SLOPE FINISH GRADE AWAY -
WAY MIN. a \�
FROM BUILDING
2.) Top of finish grade at building to be a minimum of four (4) inches below bottom
of panel.
3.) Finish grade is to slope away from building to ensure proper drainage.
4.) Upon completion of finish grading, all dirt is to be cleaned from around base of
wall panel where it may have collected in panel notch or on base trim.
FASTENER INSTALLATION
Correct fastener installation is one of the most critical steps when installing roof/wall panels. Drive
the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners.
A slight extrusion of neoprene around the washer is a good visual tightness check. Always use the
proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 should
be used for self -drilling screws. A 500-600 RPM fastener driver should be used for self -tapping
screws. Discard worn sockets, these can cause the fastener to wobble during installation.
JSL�L_l �11 J_L21 �1J �I� ?ZCLL�LIIL�
CORRECT DEGREE OF TOO TIGHT SEALANT SQUEEZED TOO LOOSE SEALANT IS
TIGHTNESS NOTE SLIGHT TOO THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO
CIRCLE OF SEALANT FASTENER HEAD FORM SEAL
NOTE: Always remove metal filings from surface of panels at the end of each
work period. Rusting filings can destroy the paint finish and void any warranty.
MASTIC SEALANT
Proper mastic application is critical to the weather tightness of a building. Mastic
should not be stretched when installed. Apply only to clean, dry surfaces. Keep only
enough mastic on the roof that can be installed in a day. During warm weather, store
mastic in a cool dry place. During cold weather (below 60°) mastic must be kept
warm (600-900) until application. After mastic has been applied, keep protective paper
in place until panel is ready to be installed.
IMPORTANT NOTE:
All details, recommendations and suggestions contained in the ERECTION GUIDE portion
of this drawings set are for general guidelines only, and not meant to be all-inclusive.
Industry accepted installation practices with regard to all areas not specifically
discussed in this section should be followed. Only experienced, knowledgeable installers
familiar with accepted practices should be used to assure a quality project.
It is emphasized that the Manufacturer is only a manufacturer of metal building
components and is not engaged in the installation of its products. Opinions expressed
by the Manufacturer about installation practices noted in the ERECTION GUIDE are
intended to represent only a guide as to the sequencing and how the components
could be assembled to create a building. Both the quality and safety of installation
and the ultimate customer satisfaction with the completed building are determined by
the experience, expertise, and skills of the installation crews, as well as the equipment
available for handling the materials. Actual installation operations, techniques and site
conditions are beyond the Manufacturers control.
STEP 1: ERECT FIRST BAY WALL FRAMING
NOTE
It is the responsibility of the
,-PRIMARY FRAME erector to provide temporary
BRACING r erection bracing until the
structure is completed.
RT
END FRAME �\
RAFTER
END POST
CORNER COLUMN
STRUT
1A: Determine from erection drawings furnished with the building the location
of the first braced bay. Framing for this bay will be erected first.
1B: Stand adjacent primary frame column and corner column over the anchor
rods. Shim or chip out under the base plate if required to ensure that the
base is level, at the correct elevation, and is in full contact with the
foundation. Plumb and align the columns and install washers and nuts onto the
Anchor Rods.
NOTE: The end frame may be a bearing frame with the rafter supported by
end posts, or a rigid frame with the rafter self-supporting, and not attached
to the end posts. The procedure shown is for a bearing frame. If the building
has a rigid end frame, it is erected the same as interior frames as described
in steps 1 and 2.
1C: Attach wall girts to the primary frame column and Corner column. Bolt
girts to the corner column with two bolts. Bolt girt to primary frame column
with one bolt through the column flange and secure bolt with sub -nut (see
detail on erection drawings).
1D: Install the eave strut by bolting to the top of the columns. Refer to the
erection drawings and attach column flange brace where shown. Flange braces
may be required on one or both sides of the columns. If a flange brace
connects to a girt in the adjacent bay, that brace will be bolted to the girt
after the adjacent bay girts are installed.
NOTE: As wall girts are installed around the building, framing for factory
located framed openings and accessory framing to which the girts attach
should be installed. Field located accessory framing may be installed at the
some time as girts or at a later time.
1E: Install wall bracing systems (rods, cables, knee bracing, portal bracing) at
this time but do not tighten completely until the bay is plumbed.
1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the
building.
1G: Attach clips to the end posts and stand these posts over the Anchor
Rods. Follow the procedure as described for corner columns in step 1B.
1H: Bolt required clips and flange braces to the end frame rafter sections and
lift into place atop the end posts. Bolt rafter sections to corner column and
end post cap plates. Bolt rafter sections together at peak.
STEP 2: ERECT FIRST BAY ROOF FRAMING
PURLINS
END -/
FRAME END
POST
PRIMARY FRAME
RAFTER
1'1_
NOTE
It is the responsibility of the
erector to provide temporary
erection bracing until the
structure is completed.
TEMPORARY ERECTION BRACING
Until rafters are bolted in place with purlins and flange braces installed, they are easily
damaged by incorrect or careless handling procedures. Use extreme caution when lifting
rafters. Two booms should be used to lift any pinched rafter section 80 feet or more in
length.
2A: Bolt primary frame rafter together at peak connection (unless rafter length requires
lifting in sections). Attach the required clips and flange braces to the rafter before lifting
since these items are more easily installed on the ground. Lift rafter into place between
sidewall columns and install bolts in rafter to column knee connections.
2B: Install end bay purlins from end frame rafter to the first interior frame rafter. The
end bay purlins will overlap the interior bay purlins at the frame as described in step 1C.
Complete flange brace connection to purlins.
2C: Install roof bracing systems but do not tighten completely until the bay is plumbed.
2D: Plumb and square the first bay. After alignment, tighten wall bracing first and the
roof bracing working from eave to peak. Tighten any remaining bolts.
Plumbing and aligning a total structural system begins with the first braced bay and
continues through completion. Accurate alignment of the first bay is essential for correct
alignment of succeeding bays. The installer is responsible for choosing the best method
suited for plumbing and aligning the structural system.
END BAY
PURLIN
STEP 3: ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY
NOTE
It is the responsibility of the
erector to provide temporary
erection bracing until the
structure is completed.
i L-TEMPORARY ERECTION BRACING
END FRAME i END BAY GIRT
RAFTER
END POST
ENDWALL CORNER
GIRT COLUMN
3A: After end frame is plumb and square, install endwall girts and flange braces for end
post if required.
38: Attach wall girts to the primary frame columns (see step 1C).
3C: Install eave struts (see step 1D).
3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter
flange in the some manner as girts to column flanges (see step 1C). Connect flange
braces to purlins.
3E: Check alignment, plumb and square the two bays just erected. Tighten all bolts and
bracing.
EAVE STRUT
END
FRAME
END
POST
STEP 4: ERECT REMAINING STRUCTURAL FRAMING
NOTE
It is the responsibility of the
erector to provide temporary
erection bracing until the
structure is completed.
j -----PRIMARY FRAME
TEMPORARY ERECTION BRACING
Starting at the opposite end of the first bay erected, install the
remaining interior frames, girts, purlins, eave struts, bracing, end
frames and end posts using the procedures described in the
preceding steps. Be sure all wall girts, roof purlins and flange
braces as shown on the erection drawings are installed. THESE 17LQNS AND ALL PROPOSSO %V011
Constant checks should be made to ensure the building is ARE SUBJECT TO ANYCOWE,C1VR
square, plumb and aligned. REQUIRED BYFIELD MSP100RSTHAt
IrlAY BE NECa3GA,1Y I,1 OAW Tc
All X-Bracing should be checked that it is installed to a taut CO' .9LYWITH ALL APFLICABLECODES.
condition with all slack removed. DO not tighten beyond this
state.
DRME1A ENMEIA
J 1 1
d 1W 3a5
eCr
ST E OF
FC
s! riiAl. �..
nn�n„att�P
S EP 0 9 2015
STEP 5: INSTALL SIDEWALL PANELS
STEP 7: INSTALL ROOF PANELS (Con't
NOTE
It is the responsibility of
the erector to provide
temporary erection bracing
until the structure is
completed. This bracing is
to remain in place until all
roof and wall panels are
installed.
LOCKING FOR GIRT ALIGNMENT
PANELS
5A: Before installing wall panels, the girts must be aligned to a level position
so that there is no visible sag, This should be done directly ahead of panel
installation.
Girt leveling may be accomplished by standing a section of gable angle
vertically against the outside girt flanges at approximate mid —bay location.
When girts are level, attach the girt flanges to the angle with vise grip pliers
or temporary screws. Wood blocking cut to fit the spaces may also be used
for alignment.
NOTE: Temporary girt blocking is not recommended on concealed fastener
panels. The removal of the blocks after panel installation can cause oil
canning.
FRAME
EAVE STRUT A
BLOCKING
NOTE:
Wall panel type and installation details will vary. Refer to the erection
drawings and details for the specific panel used for your building.
'CONTACT TAPE
INSULATION
SIDEWALL INSULATION
BASE ANGLE/TRIM
MUST MEET ENDWALL
OCCONTACT
INSULATION TO SEAL
THE CORNER
TAPE
5B: If walls are to be insulated, place a continuous run of contact tape
along the eave strut and
base member.
NOTE:
At the base, cut off the
insulation a minimum of 1/2" above the
bottom of the wall panel.
This will prevent the insulation from hanging
below the wall panel and
wicking moisture.
Roof Panel
Insulation
(Not by manufacturer)
Double Faced Tape —��
(Not by manufacturer)
to be used to secure
ation and turn vinyl back
insulation.
EInsulationmust not be exposed to
r
Wall Panel
Insulation
(Not by manufacturer)
Fiberglass Insulation
;;" Vapor Barrier to
to OUTSIDE of Building
: `; `` INSIDE of Building
Eave Detail
(See Erection Drawings)
Wall Panel
Insulation
(Not by
manufacturer)
Note: Trim insulation and
turn vinyl back Insulation
must not be exposed to
weather.
Base Detail
(See Erection Drawings)
Starting at a building corner, attach the first piece of blanket insulation to
the contact tape on the eave strut. Pull tight and adhere to tape at the
base. It is recommended that insulation not be installed more than 6 feet
ahead of panels.
5C: Sidewall panels should be installed so that the panel sidelap is in a direction away
from the prevailing wind. (refer to appropriate lap detail included with erection
drawings.)
5D: Install remaining sidewall insulation and panels, being careful to maintain correct
panel coverage. It is suggested that the foundation be marked in increments of panel
width to allow visual checking of panel coverage as installation progresses.
NOTE: Check periodically to ensure that all panels are aligned and plumb.
5E: At the finishing corner of a sidewall, the last panel may required additional lap or
trimming for installation of corner trim refer to the details in the erection drawings.
Screw Alignment Panel
(Through Fastened Panel Only)
J.I IV. I L' VI.V-I-
TO BE DRILLED
KEEP END OF
PANELS
NOTE: ALIGNED
After drilling panels, it is important to clean metal filings off all panel surfaces,
including between panels that are not installed that day, to avoid rust stains.
STEP 6: INSTALL ENDWALL PANELS
ENDWALL
PANELS
TRIM
6A: Install gable angles/supports onto the ends of purlins and eave struts. This angle
is to butt —up to each other or is spliced as required except at expansion joints
where a one inch gap is maintained between ends of adjacent sections to allow for
expansion.
Gable angle splices may occur on or between purlins and the angle must be attached
to each purlin and the eave strut.
NOTE: Wall panel type and installation details will vary. Refer to the erection drawings
and details for the specific panel used for your building.
NOTE
END FRAME /—PURLIN Detail shown for ribbed roof
RAFTER / GABLE panel only. For standing seam
7" NGLE rake and gable angle installation,
AT see erection details.
EXPANSION
JOINT TYPICAL EAVE STRUT
BUTT LAP
CONDITION
6B: See erection drawings sheeting layouts for panel starting dimensions, panel trim
locations, and lap locations.
TRIM DIMENSION IS
' I MEASURED FROM
TRIM CENTER OF FIRST
MAJOR RIB.
GABLE ANGLE
CONTACT TAPE
ENDWALL GIRT
WOOD BLOCKING
BASE ANGLE/TRIM
CONTACT TAPE
INSI�n l lwll
6C: Align and level girts on endwall.
�f44 _D•-
JRLIN
EAVE STRUT
6D: If the walls are to be insulated, place a continuous run of contact
tape along the gable angle and base member. Starting at the corner of
the endwall, attach the first piece of insulation to the contact tape on
the gable angle, pull tight and adhere to tape at the base. Cut off
excess insulation. It is recommended that insulation not be installed more
than 6 feet ahead of panels.
NOTE:
At the base cut off the insulation a minimum of 1/2 inch above the
bottom of the wall panel. This will prevent the insulation from hanging
below the wall panel and wicking moisture.
6E: Start at the corner, trim panel (if required) and set in place. Refer
to corner details in the erection drawings for the panel starting distance
from the corner, When the panel is located and plumb, install fasteners.
6F: Install remaining endwall insulation and panels, being careful to
maintain the correct panel coverage as suggested in step 5D.
6G: Install corner trim.
STEP 7: INSTALL ROOF PANELS NOTE
— It ' the res onsibilit of
s p y
the erector to provide
temporary erection
bracing until the
:ructure is completed.
s bracing is to remain
n place until all roof
and wall panels are
installed.
LOCKING FOR
IGNMENT
GIVU VVM1_L PANELS
PANELS
7A: Install eave trim over top of sidewall panels and eave struts with
fasteners per erection drawings eave detail.
78: If the roof is insulated, place a continuous run of contact tape along top
of eave struts at both sidewalls. Lay a starter roll of blanket insulation from
eave to eave across roof and secure to contact tape. (refer to packing list
for width of insulation starter roll). It is recommended that insulation be
installed no more than 6 feet ahead of panels.
NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of
the ridge of a building be sheeted simultaneously. This will keep the insulation
covered for the maximum amount of time and the panel ribs can be kept in
proper alignment for the ridge panel. This is critical on the "PBR" panels so that
the ridge caps can be properly installed. Check for proper coverage as the
sheeting progresses. Note panel —sheeting sequence below!
7C: Install the first run of roof panels across the building from eave to eave,
or eave to ridge. To allow proper installation of rake trim, the starting
location for the first panel must be as shown in rake details included with
the erection drawings. When the first run is properly located and aligned with
the correct endlops and eave overhang, fasten to purlins. Roof panels should
be installed so that the sidelap is in a direction away from the prevailing
wind. Refer to appropriate lap detail.
7D: Install remaining roof insulation and panels. To avoid accumulative error
due to panel coverage gain or loss, properly align each panel before it is
fastened. Occasional checks should be made to ensure that correct panel
coverage is maintained. Special attention should be given to fastener, mastic
and closure requirements. Refer to details with erection drawings.
7E: At finishing end of roof, the last panels may require field modification for
installation of rake trim. Refer to rake details. DO NOT BACK LAP THROUGH
FASTENED ROOF SHEETS.
NOTE: Roof panel types and installation requirements will vary. Refer to the
appropriate details for the specific panel used.
IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC. must be removed
from roof to guard against corrosion.
NEVER STEP ON LIGHT TRANSMITTING PANELS,
TRANSLUCENT PANELS, OR UNATTENDED ROOF PANELS.
Panels May Collapse If Not Properly Secured!
Roof panels must be completely attached to the purlins and to panels on either side
before they can be a safe walking surface. Light transmitting panels or translucent
panels can never be considered as a walking surface.
Partially attached or unattached panels should never be walked on!
Do Not:
1, Step on rib at edge of panel. ��
2. Step near crease in rib at edge of panel. FILE
3. Step within 5 feet of edge on unsecured panel.
A single roof panel must never be used as a work platform. An OSHA approved runway
should be used for work platforms! (Consult OSHA Safety and Health Regulations for the
Construction Industry), Safety First!
to
OPENING
STEP 8: INSTALL TRIM AND ACCESSORIES
PERSONNEL
EAVE DOOR
GUTTER
THESE PLOIS AND ALL PROPOSSD %VoRiW
ARE SUBJECT TO ANY CODRECTIOrlS
REOUIR2D BY FIELD rNSPEC ORS THAT
MAY BE NECi!SSA'AY IN ORDLOR TO
COMPLY WITH ALL APPLICABLE CODES,
8A: Install rake trim and gable closure.
8B: If included with the building, install the eave gutter, corner closures and downspouts.
NOTE:
Remove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against
corrosion.
8C: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to
SULATI ON the appropriate details for installation instructions.
IMPORTANT: Remove debris from roof and wall surfaces during installation and after.
JELS Clean surface of sheeting as required to remove smudges and touch—up any minor/mild
scratches with color match touch—up paint.
DRME1A `ENMEIA
,quig71Ilie,..
SEP 9 9 2015
Girts at Column
Flush Sidewall or Endwall Girts
CL292 or PC30_ )
Sheeting Clip
(1) Fastener #12A
12-14 x 1" P.H. DP3
at each end
CF01123 Flush Girts at Rotated Corner Column
ab 11 R�01 Sidewall Girt By -Passes Column
r
Endwall Column attachment EF09102
located between Purlins at Slope
�Dec'12 201
Notes;
1.) See AC00916 / AC00920 for Jamb/Support Column attachment when
located at same Purlin space (or adjacent Purlin space) as Endwall Column.
2.) Bridge Channel may span multiple Purlin spaces when required.
3.) Wind Edge Strip Purlins, when required, do not attach to Bridge Channel.
4.) Purlins and Purlin Strut extends past Bridge Channel flange when
"Optional" Overhang or Facade is required at endwall.
Downhill
—_ - Purlin
Purlin
Strut
(When required.)
D A0 L,
®v ®
®—
y •- I �fr- e.
e_ (4) 2'O Bolts
(Typical at Purlins
and Purlin Strut)
Bridge Channel
Cold Formed - BGC_-_ (Shown)
Hot Rolled -BG___ (Similar)
(4) 4" O A325 Bolts
Endwall Column or Column Extension
(Bolt to downhill side of Connection Plate.)
Endwalll Girt
4" 0 Bolts
CL292 or PC30_-� _-PC77_ Clip
Sheeting Clip
(1) Fastener #12A - —
12-14 x 1" P.H. DP3 r 10 01
at each end 111 I<
I L0 of — — — —
SC5 Sidewall Girt
Sheeting Clip SIDEWALL
Wind Strut Rafter to Purlin Connection Detail - Bypass
X 2 A325 Bolt (} or Rod) —
J X 24 A325 Bolt (J, a, 1, 1J Rod)
Cap Plate
Eave Strut
Soldier Column
Note: Frame Shapes and Conditions May Vary
Low Side Shown / High Side Similar
'141 01
Primary Frame Detail
Interior Pipe I Tube Column
30LTS
PIPE/TUBE
SEE FRAMING
2 LOCATION
!OD,
WASHER
3LDG MFGR)
NOTES: FRAME SHAPES MAY VARY.
SEE FRAME CROSS SECTIONS FOR ADDITIONAL FRAME INFORMATION.
PF04130 PRIMARY FRAME DETAIL
Rev. X- BRACI NG- FLANGE MOUNTED PIPE STRUT
p'131 00
p
Field Bolt PC32- To Wind Strut
Then Bolt The Purlins To PC32_
(1) 0 X 2 A325 Bolt WS1/WS2
(1) 1A 0 X 3 A325 Bolt WS3/WS4
(1) 1i 0 X 3 A325 Bolt WS5
INvitJ: rmAmr— JI'1HYtJ MAT vHKY.
X-BRACES ARE PERMANENT AND MAY NOT BE REMOVED AFTER ERECTION
UNLESS NOTED FOR PLUMBING PURPOSES ON ERECTION DRAWINGS.
PF03001
Red.
v '121 01
Q)
'i
w
Eave Strut Connection at End Bay
ByPass And Flush Girts
Roof Line
CD
�
2„ D
2
+ >
0
I I � w
aJ I
c
J
N
Girt Depth + 1/4"
By -Pass Gilts
Roof Line
Flush Girls
sir N� -
CF02033
onrE a�v ua. U
Feb'12 03
1 Roof Line
i Eave Strut
C
J
.Q+ fT�ll rT-T
(4) #" 4 A325 Bolts
Varies Column or Rrafter
I_ End Bay
Parapet - Inset & Flush Girts
High Sidewall Column
Parapet Channel Girt
See Chart for
Clip Piece Mark
and Location
Clip CL292 or PC30-
(1) Fastener #12A
12-14 x 1" P.H. DP3
at each end
Parapet Column
(4) Bolts
at Parapet Column
to Sidwall Column
(Refer to Cross
Section for size)
Inset/Flush Girts
(Flush Shown)
(4) J" 0 Bolts
(2) }" 0 Bolts
s- -
PT02006
'13 R"0 1)
1
B
elow Roof Below Roof "or
Line Girt Line Girt Girt Clip at top of
Condition Depth Depth Parapet Column
8" 10" SC180(L & R)
12" SC340(L) SC341(R)
1" Inset 10" to- SC1e0(L & R)
12" SC340(L) SC341(R)
12" 12" SC340(L) SC341(R)
8" SC180(L & R)
8" 10- SC340(L) SC341(R)
Flush 12" SC342(L) SC343(R)
10" 10" SC340(L) SC341(R)
12" SC342(L) SC343(R)
12" 1 12•' 1 SC342(L) SC343(R)
(L)=Left & tR)=Right side of Parapet Column
as viewed from outside of the Building
Purlin
Rafter
Sidewall Column
(Shape and Connections
will vary refer to Frame
Cross Section)
(L)=Left & tR)=Right side of Parapet Column
as viewed from outside of the Building
Purlin
Rafter
Sidewall Column
(Shape and Connections
will vary refer to Frame
Cross Section)
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Scale: NOT TO SCALE
Drawn by.
Checked by.
Project Engineer
Job Number: 14-B-83134-1
Sheet Number: R5 of 13
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer
is
not the overall engineer of
BE.E rLeOIS AND ALL RROPOSSD
d for this project.
ARE SUBJECT TO ANY COFAEC y IIlIg
HAT
RECIUII3L'D BY FIELD INSPECXRS
MY BE NECIMMAY I I OnDEMR
JRME1A ENMEtA
#3.AIXYWITH ALL APPLICABLE CODES.
o. 38305
STATE OF
!20R1 ? *_*SZ�y
CSZ�NA� IC
410I1mo.,,, Nq\t0`
SEP 0 9 2015
f
Parapet - Inset & Flush Girts - At Slope PagePT02025
Bearing Frame Endwall with Load Bearing Column DSe '13 Re0
Uphill and Downhill Purlins are both greater than 1'-0 from Column
(4) }" 0 Bolts
Parapet Channel Girt
Clip PC102 on Left Roof Slope
See Chart for Clip PC103 on Right Roof Slope
Clip Piece Mark
and Location (4) J"Or Bolts at Clip to
Purlin Bridge Channel with J"0
Washer WFH500 located
inside of Bridge Channel
(2) �"O Bolts
r Purlin --�,
Parapet - Inset & Flush Girts - At Slope Pege PT02026
Bearing Frame Endwall with Load Bearing Column Dot
Se '13 01
Re,
Uphill or Downhill Purlin is within 1'-0 of Column
(4) 4"0 Bolts
/— Parapet Channel Girt
Parapet
Girt attachment at Interior Parapet Column
.. I.- — ..
PT03001
Rev.
D '131 01
Parapet
Termination less than 4" from Parapet Column
(2) 2
Parapet Channel Girt
PT03002
Rev.
P'131
01
See Column Detail
See Column Detail for Clip Piece Mark
See Chart for for Clip Piece Mark
Clip Piece Mark
and Location a� o
Purlin Parapet Column Parapet Column Q-
(2) J" 0 Bolts Parapet m
Channel Girt Detail "A" < 4" Termination O
Purlin
Ch<
(2) 4"0 Bolts at
Parapet Column to Clip
Rafter
U,
C7
Rafter
Bridge Channel -J
Parapet/Endwall
BGC Cold Form (shown)
BG Hot Rolled (similar)
Parapet/Endwall
(2) 4"0 Bolts at Parapet Column to
Column
Column
Rafter Web with 4"0 Washer WFH500
located on Rafter Web side.
Below Roof Below Roof Parapet
Line Girt Line Girt Girt Clip at tap of
Below Roof Below Roof Parapet
Line Girt Line Girt Girt Clip at top of
_ —
Condition Depth Depth Parapet Column
_
Condition Depth Depth Parapet Column
10" SC180(L & R)
—
8" 10" SC180(L & R)
12" SC340(L) SC341(R)
12" SC340(L) SC341(R
1" Inset 10" 10" SC180(1- & R)
�''"" 1" Inset 1o" 10" SC180(L & R)
12" SC340(L) SC341(R)
12" SC340(L) SC341(R
Inset/Flush Girts
2" 12" SC340(L) SC341(R)
Inset/Flush Girts
12" 12" SC340(L) SC341(R
(Flush Shown)
8" SC180(L & R)
(Flush Shown)
8" SC180(L & R)
8" 10" SC340(L) SC341(R)
8" 10" SC340(L) SC341(R
Clip CL292 — 1 C30—
12" SC342(L) SC343(R)
Clip CL292 or PC30—
.
12" SC342(L) SC343(R
(1) Fastener #12A
Flush
10" 1 SC340(L) SC341(R)
(1) Fastener #12A
Flush
to" SC340(L) SC341(R.
12-14 x 1" P.H. DP3
at each end
10"
12" SC342(L) SC343(R)
12-14 x 1" P.H. DP3
10"
12" SC342(L) SC343(R
()
12" 12" SC342(L) SC343(R)
at each end
12" 12" SC342(L) SC343(R
(L)=Left & (R)=Right side of Parapet Column
(L)=Left & (R)—Right side of Parapet Column
as viewed from outside of the Building
as viewed from outside of the Building
Detail "A"
Rod Brace
Page
PF04101
Single Clevised Rod Brace
Page PF04113
Pege CF01121
Attachment at Web
Attachment
By -Pass Zee Installation
Date
Jan
'14
Rev.
02
Date
Jan
'14
Rev.
02
Oala
Dec'10
Rev.
00
WR_-__ Clevised Rod Brace
Assembly
See Erection Drawings for
Rod Brace
required Part Mark and location.
(See Erection Drawings for Part
Mark and required location)
Burr threads after
final tightening
Note;
-
Turnbuckle included on
1/4"f
Assembly only when both}
ends of Rod are Clevised.
-
I I
Slope Washer
®
Note;
~
These items shipped
loose.
Flat Washer
See table below
for Part Marks.
Bolt with Hex Nut
Section
A
J" 0 A325 x 1 j" at J" 0 & J" 0 Rod
Triangle Punch
Hex Nut
J" 0 A325 x 2" at J" 0 Rod
Points In Direction
1 j" O A325 x 3" at J" O & 1"0 Rod
Of Large Flange
1}"O A325 x 3" at 1j"O Rod
Zee Lap
Large (Typical)
Flange � A
ERECTION NOTE: DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER.
!♦ I ® I ® I 1 ♦0
ei
For Rod Bracing
that falls within
the Girt Web, the
Erector is to
Ploreon Column,
ZLorge
Align slot with add a minimum size slot for
the passage of the Rod.
RaftterWing
Pipe/Tube Strut
Flange
Rod Bracing
For Rod Bracing that falls within
rL- Frame-(LFrome
the Girt Web, the Erector is to
Align slot with Rod Bracing
add a minimum size slot for
the passage of the Rod.
PART MARKS FOR ROD BRACE
_`J(�
The large leg of the Zee must be alternated from
top
ROD ROD SLOPE FLAT
HEX
to bottom in order to nest the member correctly.
A
dT 1 r
DIAMETER BRACE WASHER WASHER
NUT
triangle has been added to the end of the Zee near
}"m WR08___ WS110 WFH500
HSN500
the connection holes, that will point to the large
of the member.
leg
J"0
WR10—__
WS110
WFH625
HSN625
ro
WR12_
WS120
WFH750
HSN750
ERECTION NOTE: DETAIL SHOWN AT COLUMN
AND IS SIMILAR AT
RAFTER OR PIPE/TUBE STRUT.
J"0
WR14__
WS120
WFH875
HSN875
11.0
WR16_—
WS130
WFH1000
HSN1000
THESE PLANS AiND ALL RROPOS5D WORK
ARE SUBJECT TO ANY C0nREC'qOFJS
REQUIRID BY FIELD NSPECTORS THAT
MAY BE NECINA91Y IN 014W TO
Co PLY WITH ALL APPLICABLE CODES,
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Scale:
NOT
TO SCALE
Drawn by. -
Checked by.
Project
Engineer:
Job Number:
14—B-83134-1
Sheet Number:
R6 of 13
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
not the overall engineer of
record for this project.
DRMEIA ENME1A
o Y
No 38305
j ATE OF
•'• .'.20R10P•��=��c
'//1j1J7191 e,„g14Y,1Yt��
SEP 0 9 2015
By -Pass Purlin and Girt Connections
Lap Symbol
All bolts are
1/2" 0 A325
bolts
31 I
Lap Symbol 0
a R
See Erection Drawings for
Lap Sizes &Locations Lap Detail
By —Pass Purlin / Girt Lap Details
Strut Spacer
PC43—
Knock -In Bridging Installation
Less Than 3:12 Single Row
Ridge Tie Bldg. Ridge
Strut Purlin PC80_
(Syn.)
Knock —In
Eave Strut Bridging KBA1_
(Beyond)
Strut Purlin At Eave
All fasteners shown are #1B
}'-14 x 1 j" DP3 unless noted
Eave r Purlin
Stru❑ 1
'--Peak Purlin
KBA1_
At Ridge
Note: The Bridging Angle will
be installed from the top
slot of the high side purlin
to the bottom slat of the
adjacent low side purlin.
CF01122
Rev.
Dt "141 01
KBO1001
Mav '12 R"02
wo
Fastener #55
12-24 x 11" DP5
3 Each end of PC80—
Eave Strut
Eave Strut Tie t—Knock—In I —Knock —In Bridging Knock —In J f-- Eave Strut
KBA1— Bridging KBA1_
KBA1— Bridging
KBA1_ KBA1_
Low Side Eave Strut Purlin to Purlin High Side Eave Strut
A4idq
ach w/Fastener #1B S�o�
4 x 1}' DP3
n
Knock —in Knock-inKBN1_KBN1Eave Strut Step 1 StgD 2
KBA1_ Eave Strut Insert Tab Into Slot Bend Tab 90 Degrees
Continuous Roof
Low Side Shown, High Side Similar
Note: The bridging must be inserted into the pre —punched slot
in the Purlin as shown in Step 1 and the tab bent side
ways for proper installation Step 2. The process must be
complete for the bridging to function as designed
Page
Purlin to Rafter CF02038
Concealed Nut Connection - Flange Brace FB4_ DDec '12 R"02
Erection Note
Lap and attachment of Purlin
varies refer to Roof Plan and
Lap Detail for requirements.
Purlin Lap Symbol denoted
on Roof Framing Plan (2) � 0 Bolts each
end of Purlin lap
2 —2 (2) }" 0 Bolts R
unless noted on
erection drawings
0
Bolts 325 O 0
0
0
w ��c
it !.
Knock -In Bridging Special Condition KB01004
Spacing 12" or Less Ma '121R002
All fasteners shown are #16
1/4-14 X 1 1/4" DI U.N.
0
12" or Less
a
12" or Less Purlin or
Purlin or Strut Purlin c
Purlin or Strut Purlin
LaveStrut Strut Purlin
L
IStrut Spacer e
I t PC43_ t E
Strut Spacer
PC43_
Detail at Eave Detail at Interior
Low Side Shown, High Side Similar
Strut Spacer is required at each KBA1— location.
KBA1_ not shown for clarity.
Clip
CL199
0
Clip
CL196 at 8" Purlin
CL197 at 10" Purlin
CL198 at 12" Purlin
Attach this Clip and Flange Brace with
Bolts "Finger Tightened" as Purlins are
erected to maintain stability. Un—bolt
Clip to install Vapor Barrier Membrane
(Not by Bldg. Mfr.). Pierce Membrane
for Clip bolts and reattach clip. Fully
tighten bolts via pretensioning method
specified per job.
Flange Brace
FB4_ (when
specified)
Attach Flange Brace to
Rafter and "Field Bend" to
attach to lower Clip hole.
J"0 A325 Bolt
each end.
Erection Note
Flange Braces may be required one or both sides
of Rafter.
For requirements, and locations at Main Frame and
Rigid Frame in Endwall refer to "Cross Section".
For requirements, and locations at Bearing Frame
Endwall refer to "Roof Plan".
Knock -In Bridging Roof Layout �eKB01006
Single Row Mar'11R"01
Bolted Anchorage Clip or Factory Welded Anti —Roll Clip always
Frequired at first continuous (extending E/W to E/W) Eave Purlin.
j
Pec
k
ram
I
o
w
c v
2
t
idgge
PC
Tie
0-)
°' w
y
V1
Knock
—In
Bridging
o
d
'o
w
w
Typical
I ci
i w
T—(�
ram
B—
I
—
o
12" or less u
4
Factory Located Support Beam
"H" Beam Shown a
Other Types Similar
a
3
Purlin or E
Strut Purlin
Strut Spacer)
(3) Fasteners #55 a
(3) Fasteners #1B PC43— t 12-24 x 1 1/4" 1
1/4-14 x 1 1/4 DP3 1 DP5
a
Detail at Factory Located Support Beam
Strut Spacer is required at each KBA1_ location.
KBA1_ not shown for clarity.
TIE ANGLES (CL472_) typical at each frame Ilne.
Strut Purlin Use Strut
Note: not required when flush Canopy is located Spacer (PC43—) at each
at save. (refer to Dwg KB01013) KBA1_ location.
Gable Building
Bolted Anchorage Clip or Factory Welded Anti —Roll Clip always
= required at first continuous (extending E/W to E/W) Eave Purlin.
0
M
CL
Frame
6
w
w�
n
N
V)
Jo o
3?
� o
Knock
—In Bridging
UJ
u'
Typical
0
w
-
=I
Frame
v
iN In
Strut Purlin
Use Strut Spacer (PC43_)
at each KBA1— location.
Tie Angles (CL472—) typical at each frame line.
Note: not required when flush Canopy
is located at save. (refer to Dwg KB01013)
Single Slope Building
Page
Purlin to Rafter CFO'3
Concealed Nut Connection - Flange Brace FB6_ or FB7— Dec 12
Erection Note
Lap and attachment of Purlin
varies refer to Roof Plan and
Lap Detail for requirements.
Purlin Lap Symbol denoted
on Roof Framing Plan (2) J" 0 Bolts each
end of Purlin lap
or 5 (2) J" 0 Bolts R
2 2 unless noted on
erection drawings
0
bolts 325 0
1
0
1
$- -- i <=ice
Clip
CL196 at 8" Purlin Flange Brace
CL197 at 10" Purlin F86_ or FB7_
CL198 at 12" Purlin (when specified)
Clip —
CL199�2F J"0 A325 Bolt
each end.
Attach this Clip and Flange Brace
with Bolts "Finger Tightened" as
Purlins are erected to maintain
stability. Un—bolt Clip to Install
Vapor Barrier Membrane (Not by
Bldg. Mfr.). Pierce Membrane for
Clip bolts and reattach clip. Fully
tighten bolts via pretensioning
method specified per job.
Erection Note
Flange Braces may be required one or both sides
of Rafter.
For requirements, and locations at Main Frame and
Rigid Frame in Endwall refer to "Cross Section".
For requirements, and locations at Bearing Frame
Endwall refer to "Roof Plan"
Knock -In Bridging Tie Angle
(2) FASTENER #1B
}"X14X1}"DP3 g
Tie Angle CL472_ 4 4
(Note; Not required I I I
when Flush Canopy Is
located at Eave.)
(2) FASTENER #1B /
J"X 14 X 14" DP3 _ _
�� Ig
0
0
0
Eave Strut
Purlin
KB01013
Ray.
W121 01
er
Bolted Anchorage Clip
(Shown) or Factory Welded
Anti —Roll Clip at for side.
Always required at first
continuous Eave Purlin. '
Column
(Shape and Connections will vary
refer to Frame Cross Section)
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Scale:
NOT TO SCALE
Drawn by.
Checked by.•
_
Project
Engineer.
Job Number:
14-13-•83134-1
Sheet Number: R7
of 13
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
not the overall engineer of
record for this project.
THESE MNS ARID ALL F;ROPOSSD WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD fNSFIE ORS THAT
MAY BE NECESSA'AY IN ORDER TO
CO.'.MY WITH ALL APPLICABLE CODES.
DRMEIA
ENMEIA
�1 11111111111/l)��
EY
N . 38305
'
;cc
TATE OF
4�
` 2015
SHT. N0.
WELDED CLIP PRIMARY FRAME DETAIL onTe cFO112o Welded Clips -Framed Opening Connections
GIRT ATTACHMENT DETAIL TO GIRT CLIP Feb "1 01 Cold Form and Hot Rolled - Base, Girt, Header, and Sill to Jamb
(2) 4.0 Bolts-, rl
Header j
(Cold Form Shown, Opening Height
nni i ILAKI Hot Rolled Similar)
IAY
Jamb/Sub Jamb
Opening Width (Cold Form Shown,
Hot Rolled Similar)
Header to Jamb Opening Width
SC252 Clip
Girt within opening is provided
when Framed Opening is to
be paneled over.
ALL BOLTS ARE A325 WITHOUT WASHERS
age
DoubleLok 1 UltraDek PGI
24" Panel End Lap pMa
Sheeting Direction Fastener #1E
}-14 x 11"
LL SD W/Washer
24" Upper Panel (8) Per Endlap
Vise Grip®
Fastener #1E Locking Pliers
}-14 x 1j"
LL SO W/Washer
All Locations
5^!.�((^� Tri-Bead Tape
1 3 2 4 Sealant HW504
7 8
Lower Panel
Panel Clip Back Up Plate Panel Installation Sequence
H W7760
Fastener Sequence
"
E
Panel Clip
Lower \
Panel
Clip Screw
1"-14 x -
2 Per Clip
ISealant
asher
lap
)
ad tape
t HW504
7"
Cross Section Of EndLap
Back Up Plate
H W7760
L05020
141R"01
Girt Height
Opening Width
Sill -
(Cold Form Shown,
Hot Rolled Similar)
(2) 4"0 Bolts
(2) J" 0 Bolts-
(2) }" 0 Fin
Head Bolts
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
Sill Height
Girt to Jamb
Paga
AC01223 Welded Clips - Framed Opening Connections AC01224
Dv111 Re01 Cold Form and Hot Rolled - Jamb/Sub Jamb to Zee/Cee Girt or Header/Sill p Jul'11 Re00
(2) J"O Bolts
d Field Drill A" Holes in Girt at
�I Field Located Framed Openings VIT
Jambfaub Jamb
(Cold Form Shown,
Hot Rolled Similar)
n
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
Girt
//-7--(2) }"O Bolts
Jamb
(Cold Form Shown,
Hot Rolled Similar)
Sill to Jamb
�'O Anchor Rods
Jamb to Finish Floor
DoubleLok/UltraDek
18" Panel Lap
Sheeting Direction
18"
}-14 x 1Fastener #1E i "
LL SD W/Washer
Upper Panel
tener " lE
4 x 1
SD W Washer
er EndLap
Vise Grip®
a' Locking Plier
--Tri-Bead
Tape Sealant
HW-504
`-Lower Panel
'anel Clip \-Back Up Plate Panel Installation Sequence
HW-7769
Fastener Sequence 7" Fastener #1E
3- J-14 x 11"
LL SD W/Washer
Field notch male leg 1 1/2 7 Per EndLap
as shown. Female leg
is notched 1 1/2" same
as 24" panels.
Upper Panel
Panel Clip
Lower Panel-- - -Tri-Bead
Tape Sealant
HW-504
' 'Clip Screw
1/4"-14 x _
2 Per Clip
Cross Section Of EndLap
Back Up Plate
HW-7769
GDL05021
at.Mar'14R"01
Girt ti ` Zee Girt Girt
Heght
Heigh
Jamb/Sub Jamb
F -� (Cold Form Shown,
Hot Rolled Similar)
Jamb/Sub Jamb to Zee Girt
Zee Girt
tc° 2 v uUltS
�) Field Drill A" Holes in Girt at
N) Field Located Framed Openings
Jamb/Sub Jamb to Zee Girt
Welded Clips - Framed Opening Connections
Cold Form and Hot Rolled Cee - Framing Between Jambs
Jamb/Sub Jamb
(Cold Form Shown,
Hot Rolled Similar)
RA1 Sheeting Angle
Field Cut and Attach with
(2) Fastener #12A 12-14 x 1" P.H. DP3
at Cold Form Jamb and
(2) Fastener #16 12-24 x 11" P.H. DP5
at Hot Rolled Jamb
AC01233
Rev.
ar'141 01
c
0
4
U
Q
(2) J"0 Bolts
Jamb/Sub Jamb
a
Field Drill {" Holes in Girt at
O
l� —
®
Cold Form Shown,
Field Located Framed Openings
Jamb Sub Jamb
- /
Hat Rolled Similar )
r
(Cold Form Shown,
O
O
f
,
Hot Rolled Similar)
RA1 Sheeting Angle
to
°
°
O
O
Field Cut and Attach with
Cee Girt
° Cee Girt
O
O
(4) Fastener #16 J"-14 x 1 j"
Girt (Toed Up or Down Girt (Toed Up or Down
Height
or Doubled) Height
or Doubled)
—
—
Jamb/Sub Jamb
J" 0 Bolts
F------
i (Cold Form Shown,
(2)
ail Field Drill J" Holes in Girt at
1'-1 Thru l'-8
Hot Rolled Similar)
Field Located Framed Openings
Jamb/Sub
Jamb to Cee Girt
Jamb/Sub
Jamb to Cee Girt
•`n
S
m
cl
Bolts
-____-�
Field Drill J" Holes in Girt at
I
I Jamb/Sub Jamb
Field Located Framed Openings
yy (Cold Form Shown,
N
i Hot Rolled Similar)
S9-"-
Cee Girt/Sill
Header
Cee Girt/HeaderHeigh
Hei ht
Heigh
Jamb/Sub Jamb
m
(2) 0 Bolts
I
I (Cold Form Shown,
�I
Field Drill A" Holes in Girt at
Hot Rolled Similar)
Field Located Fromed Openings
Jamb/Sub
Jamb
to Cee Girt/Header
Jamb/Sub
Jamb to Cee Girt/Sill
DoubleLok/UltraDek
12" Panel Lap
Sheeting Direction
12"
astener #1E
-14x1#"
L L SO W/Washer. .All Locations y\!
Clip `-Back Up Plate
HW-7761
Fastener Sequence
Field notch male leg —
as shown. Female leg
is notched 1 1/2" some
as 24" panels.
Panel Clil
Lower Panel
Fastener 1E
} -14 x 1 "
Upper Panel LL SD W Washer
7 Per EndLap
Vise Grip
Locking Pller
Tri-Bead
Tape Sealant
HW-504
Panel Installation Sequence Lower Panel
Fastener #1E
3" }-14 x 1 }"
LL SO W/Washer
1f2, 7 Per EndLap
' ~Clip Screw
2 Per Clip
Cross Section Of EndLoo
Upper Panel
Tape Sealant
HW-504
Back Up Plate
HW-7761
GDLO5022
Mar'14 R 01
FASTENER #271
8-18 x 1/2"
Trim Screw
IFasteners
FASTENER #24
8 x 5/8"
Nibbed Driller
Jamb/Sub
Jamb
(Cold Form
Shown,
Hot Rolled
Similar)
Girt
Attached with
}" 0 Bolt
FASTENER #228
10 x 1/2"
Grommet Washer
FASTENER #14 FASTENER #114A FASTENER #226
1/8" x 3/16" 1/8" x 3/8" 3/16" x 9/16"
Pop Rivet Pop Rivet Closed End Rivet
Stainless Steel Stainless Steel
FASTENER #43 FASTENER 4�3L FASTENER #HW399
THE
A
0 RE
to
CO-'
L.T.P. Member Screw L.T.P. Member Screw (Long Life) #6 x I" Rubber Grommet
1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4" Hex Head w/ Washer
5/16" Hex Washer Head 5/16" Hex Washer Head
w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer
FASTENER #44 FASTENER #44L FASTENER #35
L.T.P. Stitch Screw L.T.P. Stitch Screw (Long Life) #14 x 1 1/8" O.D.
1/4"-14 x 7/8" 1/4"-14 x 7/8" Bonded Washer
5/16" Hex Washer Head 5/16" Hex Washer Head
w/ 1 1/8" O.D. Washer w/ 1 1/8" O.D. Washer
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Scale: NOT TO SCALE
Drawn by:
Checked by:
Project Engineer:
Job Number: 14—B-83134-1
Sheet Number: R8 of 13
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
1UN'SAND All FR0POS5D6"d0F
ymaterials described herein, Said
SllBJECTTOAhiYCOFN�ECti'iOr35
eal or certification is limited
IRM BYFICLD NSPEC7098THA)
to the products designed and
manufactured by manufacturer
Y BE NECEMMY IN ORDeR TO
only.The undersigned engineer is
'LY WITH ALL APPLICABLE CODES,not
the overall engineer of
record for this project.
DRMEIA ENMEIA
°°Nnrtnraltttltto
SEP 0 9 2015
Tape Sealant and Tube Sealant
TRI— BEAD TAPE SEALER FLAT TAPE SEALER
HW504 HW507
_ W
" X X 25'-0" 31" X }" X 50'-0"
TRIPLE BEAD TAPE SEALER FLAT TAPE SEALER
HW502 HW506
e6" X 24" X 20'-0" X 1" X 45'-0"
URETHANE TUBE SEALANT
HW540 (White)
HW541 (Gray)
HW542 (Bronze)
DEKSTRIP 7" WIDE = HW5227
DEKSTRIP 9" WIDE = HW5228
DEKSTRIP 12" WIDE = HW5229
COLOR = Gray
SCREWS 2" O.C. MAX. PERIMETER
TAPE SEALANT BOTH SIDES
TUBE SEALANT EACH END
2" x 24GA. TERMINATION STRIP
EACH END
TAPE SEALER
MINOR RIB
HW512
3�" X 1j" X 4"
DoubleLok
Page
G000005
Date Rev
�tal'14 01
TAPE SEALER — SWAGED
HW515
ji" X 24" X 6"
BattenLok HS
NON —SKINNING BUTYL
TUBE (VAPOR SEALANT)
IMP7100 (WHITE)
Page
Fasteners G000007
BattenLok HS 1 SuperLok and DoubleLok I UltraDek °Dec'14 Re05
Structural Fastener (fixed) Roof Member Screw Roof Stitch Screw Fastener #17
on Life Long Life
Fastener #1 Fastener #1E — 1/4"-14 x 1 1/4" Fastener #4 — 1/4"-14 x 7/8" 12-14 x 1"
5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer
1/4"-14 x 1" 5/16" Hex Washer Head
5/16" Hex Washer Head w/ Washer w/ Washer
Optional Stainless Steel Optional Stainless Steel
Fastener #1ESS — 1/4"-14 x 1 1/4" Fastener #4SS — 1/4"-14 x 7/8"
5/16" Hex Washer Head w/ washer 5/16" Hex Washer Head w/ Washer
*w�D OMD
Fastener #268SSBX
12-14 x 1 7/8" Standoff
Structural Fastener (Floating) BattenLok/ uoerLok BottenLok,/SuperLok Stainless Steel Cap
Panel Clio Screw Panel Clio Screw 5/16" Hex Washer Head
Fastener #5 Insulation < = 4" Material < 1/4" Insulation > 4" Material < 1/4" w/ Washer
Fastener #1B Fastener #1F
1/4"-14 x 1 1/4" 1/4"-14 x 1 1/4" 1/4-14 x 1 1/2" Driller
Shoulder DP2 5/16" Hex Washer Head 5/16" Hex Washer Head w/ Washer
5/16" Hex Washer Head
Fastener #55
DoubleLok ItraDek 12-24 x 1 1/4" DP5
BattenLok/Su ep rook BottenLok Superlok 5/16' Hex Washer Head
Panel Clip Screw Panel Clip Screw Panel Clio Screw
Insulation<=4" Material >=1/4" Insulation > 4" Material > = 1/4" Insulation < =4" Material < 1/4"
Fastener #55 Fastener #70 Fastener #1
1 /4"-14 x
12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5 5/16" Hex Washer Head
w/ Washer IIYY�I�.
5/16"IY1II Hex Washer Head 5/16" Hex Washer Head 1UF��11..77'
Fastener #76
DoubleLok/UltraDek DoubleLok/UltroDgk DoubleLok/UltraDek
Panel Clip Screw Panel Clip Screw Panel Clip Screw 12-14 x 2"
Insulation > 4" Material < 1/4" Insulation < = 4" Material > = 1/4" Insulation > 4" Material > = 1/4" 5/16" Hex Washer Head
Fastener #1F Fastener #67 Fastener #69
1/4"-14 x 1 1/2" Driller 12-24 x 1 1/4" DP5 12-24 x 1 1/2" DP5
5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer 5/16" Hex Washer Head w/ Washer
DoubleLok/UltraDek Fastener #16
Panel Clip Screw
Insulation S 4" Material < 1/4" 12-24 x 14"
Fastener #1D Pancake SD DP5
1/4"-14 x 1 1/4" W/o washer
5/16" Hex Washer Head w/ Washer
Various Fasteners
Fastener #38
1/4", 4 x 7/8" Lap TEK
5 6" Hex Washer Head
�IIJ'����,I�.
Fastener #12A
12-14 x 1" DP3
Pancake Head
I11\f(11YTt
Fastener #70
12-24 x 1 1/2" DP5
5/16" Hex Washer Head
Fastener #61
12-14 x 1 1/4"
5/16" Hex Washer Head
G000009
Fastener #268
12-14 x 1 7/8" Standoff
Long Life
5/16" Hex Washer Head
w/ Washer
Fastener #142
1/4"-14 x 1 1/2"
5/16" Hex Washer Head
Fastener #1B
1 /4"-14 x 1 1/4"
5/16" Hex Washer Head
Fastener #46
1/4-14 x 5/8" Type B
Long Life
5/16" Hex Washer Head w/ Washer
Page
DoubleLok I UltraDek GDL
Dais
Fixed Eave Plate DAr
Fastener #1
J-14 x 1"
12" O.C.
Hold Rake Support Angle
flush with Eave Plate
Fastener #1
J-14 x 1"
12" O.C.
Eave Plate
Eave Strut
Fastener #12A
12 x 1" P.H. DP3
(1) required at each
Roof Member
Section "A"
'1
Fastener #5
J-14 x 1}"
24" O.C.
(centered in slot)
�Rake Support Angle
HW7710 (Low Clip)
HW7720 (High Clip)
HW7664 (Hi —Thermal)
Fastener #5
J-14 x 1j"
24" O.C.
(centered in
slot)
Rake Angle
RA1
Rake Support Angle
HW7710 (Low Clip)
HW7720 (High Clip)
HW7664 (Hi —Thermal)
Rake Angle
RA1
Eave Plate Shape May Vary
I DoubleLok I UltraDek GDL02040 UltraDek or DoubleLok �y GDL05040 Reverse Roll PBR Wall Panel RR05002 Reverse Roll PBR Wall Panel RR05004
Tape Sealer at Low Eave °°" R° Sheeting Layout Date Rev Panel Side La oote - Rev. Date Rev.
P Feb 15 01 Aug 14 0o p Mar 14 01 Fastener Location Mar 14 01
Tri—Bead Tape Sealer
HW504 1}" Long to
Male Leg directtly
over Closure
5�_i Tri—Bead Tape Sealer HW504
on top and side of each
closure to complete the seal
at eave.
Tri—Bead Tape Sealer
/ HW504 1j" Long each
/ side of Closure
Minor Rib Tape Sealer H W512
Apply to the underside of the
minor rib on the panel. Position
so tape sealer will cross the
Tri—Bead Tape Sealer HW504
when panel is installed.
Tri—Bead Tape
Sealer HW504
Inside Metal
Closure HW426
Rear Eave
1
4
7
a
o_
2
5
u
Sheeting
�
Direction
0
3
6
Ridge / Highside
3
6
d
0
n.
2
5
0
Sheeting
.2
Direction
0
1
4
7
Front Eave
Each side of the roof can be installed separately or both
sides simultaneously, from opposite ends or the same end.
ForcrewType & Spacing
Sheeting Direction _
CORRECT
Bearing Leg For Screw lype & Spacing
Sheeting Direction _
WRONG
wil
Strgleir0
$11a1
Rave ake P
12" 12" 12"
Note #1 36"
and #2
Note #1
Fastener #17A
12-14 x 1j" SD W/Washer
at 1'-0 D.C.
Note #2
Fastener #4A
J-14 x J" SD W/Washer
at 1'-8 o.c.
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Scale:
NOT
TO SCALE
Drawn by:
Checked by
Project
Engineer -
Job Number:
14—B-83134-1
Sheet Number:
R9 of 13
The engineer whose seal
appears hereon is an employee
for the manufacturer for the
materials described herein. Said
seal or certification is limited
to the products designed and
manufactured by manufacturer
only.The undersigned engineer is
not the overall engineer of
record for this project.
THESE %01S AND ALL RROPOSSI) WORK
ARE SUBJECT TO ANY COft ECTIONS
REQUIRED BY FIELD INSAEC1101IS THAT
MAY BE NECPBSMY IN ORW TO
COLsPLY M T H ALL APPLICABLE CODES,
DRMEIA ENMEIA
o. 38305 ': K
* c
TATE OF .'tV
itr.,n.„!t\ltt
SER 0 9 2010