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50'-0"0Ur-T0-Mff OF SMM
MAR01 MARO I
12 12
F
GENERAL NOTES
1. SID. ROD/CABLE SIZES PER PAW PREFIX ARE.
ROD CABLE
KI I I I I I
RDB— — 5/8' ROD CAA— — 1/4- CABLE
RDC— — 3/4" ROD CAB— — 3/8* CABLE
RDD— - 7/8" ROD CAC— - 1/2* CABLE
!$
20
RDE— : ;',ROD bi
RDF— /8' ROD
0
RDG— - 1 1/4" ROD
all A 2
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
11,4
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
REQUIRE FIELD CUrnNG OF GIRTS AND SHEETING.
L—————————— ——— ———————— —— — ————— —— 4. THIS DRAWING IS NOT TO SCALE.
344
ENDWALL FRAMING: FRAME LINE 2
LLJ
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0
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TRIM TABLE
JW NUMBM*
F ME LINE 2
OID PART LENGTH SlOM0130A
1 occo 1 121.000 TRIM-707
DETAIL .............
\C E N SHEET NO'.
2 MFB01 121.000
3 JTA03 121.000 No.57272 E6 of 6
OPEN TO EXISTING BUILDING 4 EJTO 1 121.000 DETAIL_X2
10\
STATE OF
%
0 R
L--------- - - -- --- -- ---- - --- --- --
THIS SEAL PERTAINS ONLY TO THE
ENDWALL SHEETING & TRIM: FRAME LINE 2
MAYERAL""'AND-pp"
By MUCOR BULDING SYSTEMS.A
Jeffrey P. Barkman, P.E. MMKW OF NUCOR CORPORATION.
THE Df?AV4NM*0 THE METAL
200 Whetstone Road SUILDM WHCH THEY REPRESENT
ME THE PRO�T OF NUOOR
MDM SYSTEMS THE REGSTEREC
Swansea, S.C. 29160 PROFESSIONAL OCINCER*HOSE
SEAL APPEARS ON THESE DPAWINGS
G EMPLOYED BYNUOOR BUILDING
Florida P.E. No. 57272 SYSTEMS AND DOES NOT SERVE AS
ERVE
OR REPRESENT THE PROJECT
D:gNEER
E
AND SHALL
B A.
RAKE ANGLE (L.L.V.) RAKE ANGLE (LL.V.) (4) 1/2"0 X 2" BOLTS
MK. MAR01 MK. MAR01 (6) 1/2-0 X 2-W/EWAOI BOLTS 0 SINGLE CEE
RAFTER)
FASTENER MK. H1020 FASTENER MK. H1020 (ENAOI REO.D W SWC41 CEE RWTER) PARER RAFTER A325 BOLT—S P0603
A325 IXXTS HOW3 NUTS H0300
AT EACH SUPPORT PURLIN AT EACH SUPPORT PURLIN NM HOW
C OF
OF 4"
2
RAFFTE
CUP CUP REQ'D
MX EWAO1 1 1/2- r
MK. EWA01
IF'REOW'D
AT SINGLE 1 1/2-
CEE RAFTER
A
2
ERECTOR NOTE: ERECTOR NOTE:
CLIP IS SHOP WELDED CLIP IS SHOP WELDED
*RAFTER A325
NU
MIN.HW ROLL
IN PLACE. MIN. �w ROLUm— ENDWALL COLUMN
IN PLACE.
WT.CORNM COLUMN
RAFTER RAFTER Wt. CORNM COLUMN
VARIES
SECTION A
SECTION A 115
WELDED CLIP @ R/F ENDWAL WELDED CLIP 0 ENDWALL RAfIQ
USE (4) 1/2- X 1 1/2- A307 USE (4) 1/2- X 1 1/2- A307 ROT. CORNER COLUMN TO RAFTER CQaNe EW COLUMN TO MFTER CONN
i b1i
BOLTS HOSOO/NUTS H0400 BOLTS H0500/NUTS H0400 COLUMN TOP CUP FACTORY WIELDED M COLUMN
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS REFIMENCE IERECM HUM MR TYMAL WASHM WOUIREMENTS (CONTINUOUS RAFTER)
!j SEE ERECTOR NOTE FOR TYP. WASHER REQU
IREMENTS@
BOLTS REO'D ONLY AS SHOWN,
BOLTS REQ'D ONLY AS SHOWN,
NOT 0 ALL HOLES.
g Et
NOT 0 ALL HOLES. SEE BOLT TABLE ON TYPICAL FIELD WELD
/—ENDWALL FRAMING DRAWING REQUIREMENTS ERECTOR NOT
BUILT-UP OR HOT-ROLLED FOR BOLT SIZE AND QTY. E:
ENDWALL RAFTER
(UNLESS NOTED OTHERWISE ON DRAWINGS)
ALL FIELD WELDING MUST BE PERFORMED
BY AWS/CWB CERTIFIED WELDERS WHO ARE
HO
L
"Eg
QUALIFIED FOR THE WELDING PROCESSES
-'-,—(4) 1/2-0 X 2- AND POSITIONS INDICATED. ALL WORK MUST
A325 BOLTS H0603 BE COMPLETED AND INSPECTED IN
3' A L NUTS H0300
ACCORDANCE WITH THE APPLICABLE
AWS/CWB SPECIFICATIONS. WELD
W
ENDWALL COLUMN ELECTRODES USED FOR THE SMAW (OR z
U)
EW RAFTER CAP PLATE/—/ STICK) WELD PROCESS MUST BE 70 KSI/483 2
RAFTER V) U)
MPc MATERIAL AND LOW HYDROGEN CONTENT.
0
N
N Cl Go
=j ID
:TER - 0
E2 N
EAVE STRUT TO ENDWALL RA EAVE STRUT TO RIGID FRAME EA COL. TO RAFrER CONN. AT RIDGEK,, LLJ
L-
USE (4) 1/2- X 2- A325 BOLT H0603/NUT H 30 USE (4) 1/2- X 2- A325 BOLT H0603/NUT HCIIT3o�-o�— 2@4 L) m
SEE ERECTOR NOTE FOR TYP. WASHER M Of
REQUIRE ETO SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
I 1�1f� I n _j
HILLSIDE RA
ROD MARK HILLSIDE FLAT A307 ROD I MOM I WMM WSHM A%An5 13109E TURN- COUPLING
Ndr5 COUPLING MkWEMS NUMOM CLEVISIM BUCKLIM mm E FLOOR V)
DIAMETER I NUMBER WASHERS WASHERS NUrS
BRAC A325 A325 im
BRACE TYPE TURNBUCKLE CLEVI ES
5/8-0 ROB— (1)HD930 (1) H0210 (1) H0310 (1)9CSO2 (1)H0710 (1) Maio S ANCHOR BOLT NUT LL.
5/8- 0 C:)--j Of
RDB— (2) H0930 (2) H0210 (2) H0310 H0810 <
3/4"0 RDC— (I)HD930 (1)H0220 (1) H0320 (1) BCSO (1)H072D (1)H0820 CABLE (ANY 0) H0730 BCS04 BCCO1 H0640 H0330 ro 3�_
Gli �r*Zj
3/4" 0 RDC— (2) H0930 (2) H0220 (2) H0320 H0820 7/or-0 ROD— (1)HM30 (1)H02M (1) HOM ILI V) ' 05
(1)H0730 (1)mew 5 8" 0 ROD H0710 BCS02 BCCO1 H0640 H0330
7/8- 0 ROD— (2) H0930 (2) H0230 (2) H04 I-0 ROE— (1)W98D (1)M240 LZ:a7 J013 NUMBER:
30. H0830 (1)"0330 (1)9CLO5 (1)H0740 (1)H0840 3 4" 0 ROD H0720 BCS03 BCCO1 H0640 H0330
1 1/6-0 RDF— (1)Novea (1) C-5
1 0 RDE— 1(2) H0960 (2) H0240 (2) H03M I H0840 —1 10)H0750 (1) H0050 7/8- 0 ROD
H0730 BCS04 BCCO1 H0640 H0330 0 zzj C")
ROG
1 1/4-0 E(1)Hogeo (1) Im Im— Im—50 (1)HOW 1. 1 SlOM0130A
0 1(2) H0960 ( 0 ROD H0740
11/8 RDF 2) H0250 (2) H04501 H0850 1 BCL05 BCCO2 1H0660 H0340 C", P. aq'�?
Lt!
NUMBERS 1
HILLSIDE WASHER, BRACE CILEM BOLT AND NUT PART ................. SHEET NO-
1 1/4- 0 FIAT
I RDG_ 1(2) H09601(2) H0260 (2) HO.3401 H0860 1 1/8- 0 ROD± H0750 I BCLO1 BCCO21 H06601 H0340 C
WASHER. ROD BOIJ DIAMEM AM I AM
ANDNUt UNME1131 no IUDmm DOM NU13 1 H0760 IBCLO2 BCCO21 H06601 H"340
Ye`0 D1 of 5
S 51e-7/r I'x 3 1/4' (1)
SEE PLANS AND ELEVATION No.57272
H0640 1(1)H03M BRACE ROD
FOR BRACING MARK NUMBERS 1 1/4-x 3 1/2* (1)HM60 (1)
R EYEBOLT ND ELEVATIONS
CABLE ASSY) MARK NUMBERS
ROD ASSEMBLY ISEE PLANS AND ELEvAnONS LUZ
MK. RD— T Uu KR NN B Uu C K L E
WEB OF [FOR BRACING MARK NUMBERSI E OF
WEB OF
COLUMN OR HILLSIDE WASHER. BRACE CLEVIS
COLUMN 12" TURNBUCKLE
RAFTER FLAT WASHER, OR RAFTER BRACE CLEVIS R1
COUPLING NUT AND NUT BRACE CLEVIS T-CUP
ROD ASSEMBLY FLANGE OF
(QUANTITY VARIES) MARK BCC_
MK. RD— COLUMN
THIS SEA PERT/JNS ONLY TO THE
(SEE ANCHOR BOLT PLAN FOR MATIAMS DESIGNED AND SUPPLIED
COUPLING NUT By KICOR"bM SVSTE�A
(OUANTffY VARIES) Q.UIRHFQ FLQQR ANCHORING REQUIREMENTS) DFASIO"OF MUCOR CORPORATION.
Jeffrey P. Barkman, P.E.
THE DMW1WM AND THE METAL
MADNG WHCH THEY RgntESM
200 Whetstone Road ME THE PROMCI OF NUCM
XXOM SYSTEMS. THE REGISTEItE[
PROFESSK*M ENGINEER WHOSE
ROD BRACE DETAIL ROD BRACE DEILILL-@ DIAGONAL BRACE TO FLOOR At�C�� SE&APPEMM ON THESE ORAWNM
04
Q3 C, Swansea, S.C. 29160
0 M EMPLOYED BY W-K=DULDM
(WEB TO WEB) (CLEVIS TO WEB) SYSTEMS AND DOES MOT S014 AS
Florida P.E. No. 57272 OR RERESENT THE PROJECT
ENGINEER OF RECORD AND SHAU
WT BE CONsnWED AS SUCH,
rIFrr
ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, SIDEWALL
EO 4" EO SHOP
STANDARD ZEE GIRT ORIENTATION IS TO I _____j
WELDED CLIP GCC03
DETAIL SHDWN.
n DOOR JAMB Lt
HAVE THE GIRT TOED Alk 14 0 5
DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. CUP OPPOSITE I LIP MK. JCP03
WHWD
3/4 *1 CLIP GF101 cr Ij
10' GIRT.3" 4'
OTED OTHERWISE, STANDARD CEE GIRT 1/2- W 6
UNLESS SPECIFICALLY N IV MK. JL;AU3 -
ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE 0
COLUMN
DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE 8" GIRT L
ft 2' 4'
TAILS REQUIRE THAT THE CUP BE
GIRT, HOWEVER SOME DE GIRT 12"-6-1RT
ABOVE THE GIRT. (REFER TO THE GIRT DETAILS ON THE
BOTH CLIP
ERECTION DRAWINGS FOR REQUIREMENTS)
a 3 GIRT
ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. W * L'
0
0 't
WELDED Iz 0
COLUMN ONAL CLIP
4
ONNEC'PTI CUP
TION GIRT ANGLE MYL MAGO2
C
ZEE— WITH (4) H1070 (FIELD SHOP
1% OF WELDED
EIV'
GIRT COLUMN CUT To LENGTH)
GIRT ANGLE MK MAGID CUP
CEE— WITH (4) H1070 (FIELD
CUT To LENGTH)
GIRT r CLIP 1/4' zl'-4- 6 1 2- -3/4-
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LINE GIRT COLU
7
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ROTATED CORNER COL INSET
CORNER GIRT DIETAIL
ENDWALL, BYPASS SIDEWALL FILER ANGLE 0 JAMB DETLAIL
STANDARD GIRT RIENTATION DETAIL WE 241
D18 USE (6) 1/2- X 1 1/2- A307
POST AM KAM ENDWALL WITH INSET ENDWALL/BYPASS SIDEWALL GIRTS Li I POST AND BEAM ENDWALL WITH INSET ENDWALL/EIYPASS SIDENALL GIRIS
NaTE: LOSE (6) 1/2'x 1 1/2*A307 BOLTS H0500/NUTS HD400 JTS F�)� BOLTS H0500/NUTS H0400
NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE K�y
NOTF_ USE(6) 1/2*x 1 1/2'A307 13DLTS HM/NUTS HD400
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS REFER STANDARD WASHER DETAIL FOR TYPICAL WASHER REOUIREMENTS
ERECTOR NOTE,
Nor:
PRE-DRILL HOLES 0 NESTED ZEE GIRTS
INSTALL CUPS ON JAMB
N DOUBLE CEE GIRTS IF REQUI BEFORE STANDING JAMB. USE 1 1 4
(2) 1/2-X 1 1/4- A307
LEVEL TO ALIGN GIRTS Lr
GIRT
(6) TEK 3 ADJUST CUP AS REQUIRED.
0
FRICTION CLIP JAMB H0400
SCREWS H1020 10
MK. JCA02 0 CUP G COLUMN
.3 1 1/4 F101 OD —
-1i a
MK. JCA01 0 10" /[THIN HEAD BOLTS H0515/NUTS 0 0 1
CUP MK. JCA03 0 1�2"
t_. 4'
MK. JCT01 I _'j�� R.1 --3, 3
0 C14 0
1 1-
5 1/4- 1_�.: --CLIP
I
I Alf§_� Alk H 1 1 MK. HCJ01 0 8" OR 10" 0
-3 MK. HCJ02 0 12" "1 0 C14 n
0 0
CLEAR OPENING
I T7 Tj T
EQ
DOOR JAMB
t 0
ooc".1 1�
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Li
MK. JCP01 0 10' u< I-
f V)
HEADER
MK. JCP03 0 12" EQ z
3 4�,', 6 1/2" 6 1/2" .3/4' 0
i - L
GIRTJ GIRT ANGLE MK MAG02
L v W/(2) H1020 z
OD
DOOR JAMB TO GIRT-CONNECTION GIRT TO JAMB CONNECTION HEADER TO JAMB CONNECTION INSET GIRT @ INTERIOR BAY COL _j 0
W :) "
USE (2) 1/2- X 1 1/2- A307 USE (4) 1/2- X 1 1/2- A307 USE (2) 1/2- X 1 1/2- A307 USE (6) 1/2- X 1 1/2- A307 0 m
BOLTS H0500/NUTS H04-00 BOLTS H0500/NUTS H0400 BOLTS H0500/NUTS H0400 (U.N.O.) BOLTS H0500/NUTS H0400
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS E ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS 8 SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
SE _j
0 m
z
V)
ENDBAY GIRT SHOWN [ADJACENT BAY GIRT SHOWN i 25 DO
AS REFERENCE Myl IAS REFERENCE ONLY LL_ Of
<
B SIZE (VARIES) V) 0 m
AY
k 4 1/4" k8" & 10" GIRTS
5 1/8' 112' GIRTS IAMB GIRT N=D GIRT SlOM0130A
5' D"
TYPICAL GIRT
SHEEr M
H1020 FASTENER
FRICTION CLIP— CENS ,-'t
MK. JCP02 0 8" T
EQ (12- D.C.) BAY GIRT fSHOWN. t jj
NICE ONLY
IRT
RT
Lo D2 of 5
L tj
MK. JCP01 0 10: 0 0 1 0
--- — : No.57272
MK. JCP03 0 12' GIRT 0 0 . .1 0 1. -
L
4
�Y — - '-- I
ST
EEL LINE
_H ER WRAP rn'. \\-FACTORY PUNCHED
CLEAR OPENING EAD
FRICTION CLIP MK. FrW_ 0 HOLES FOR 1/2- 0
i/16
MK. JCA02 0 8' S E OF
x 1 1 4 A307 BOLTS NUTS j5 z
JEQ MK. JCA01 0 10* (FILL ALL HOLES) i0c
I I INF MK. JCA03 0 12" 0 N,
STEE Li-
C)
(ATTACHMENT TO JAMB
4-E
IV
REFER TO THE STANDARD THE NESTED GIRT WILL BE THE
DOOR JAMB SLAB BY OTHERS) FASTENER FLUSH/MET GIRT DETAIL FOR SAME LENGTH AND HAVE THE co
H1020 THIS SEAL PERTAM ONLY TO THE
CUP MARK NUMBERS AND SAME PUNCHING AS THE
(12" O.C., BY NLK=BULDING SYSTEMS.A
BOLT QUANTITIES AT THE GIRT TYPICAL GIRTS IN THE BAYS Jeffrey P. Barkman, P.E. "DE"DNED AND�"'
CL DPASIM OF MLK=CDRPMTM.
SECTION "A" TO COLUMN CONNECTIONS. THEY ARE REQUIRED. THE 0PAWINGS AND THE METAL
BUWNG WHICH THEY R04&-"
200 Whetstone Road
AK THE PROVXT OF MUCM
X"W. SYSIEMS. THE REGtSTEIWC
JAMB TO FINISH FLOOR CONN 0 PROFESSIONAL EHMNEM WHOSE
__@ FLUSH INSET NESTED GIRT - ETAIL Swansea, S.C. 29160
0 HEADER WRAP DETAL__e
In X2 Is.bmnaym iWpi�ai!Wl
USE (2) 1/2- X 1 1/2- A307 0 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER RE�IREMENTS SEAL
1� 0 0 : 0 Florida P.E. No. 57272 SYSTEMIS AIID DOES"Ol SEIrVE AS
0 THE 0UAN7T1Y OF 1/2" x 1 1/4" A307 BOLTS (MK. H0500) &
BOLTS H05OO/NUTS H0400 0 Olt RVIRESENT THE PROJECT
2 NUTS (MK. H0400) VARIES DEPENDING ON THE BAY SIZE. EMM OF RECCIRD AW SHALL
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS 0
HOT met COMM=Is
WHEN LAPPING EXPANSION JOINT TRIM.]
TYPICAL HIGH 36' PJDGE CAP OPTIONS START (SEE ROOF PLAN) THE UPSLOPE PIECE SHOULD OVERLAPI
EAVE OR RIDGE ROOF SLOPE MARK NUMBER ITHE DOWNSLOPE PIECE.
(ERIB USE 0" START
12' 12' ENL4RGED $
FASTENER SPACING RIB IF NOT NOTED
:12 RGA05
HIGH SYMMETRICAL ABOUT
RIDGE SUPPORT AT '- q - 2:12 RGA15 �RIB (1) H1030 FASTENER AT
> > EAVE OR z FIELD CUT
GABLE GUILDING N 7' c4 5 1 4" —T2 -—3-12 RGA25 D EACH SUPPORT. EYPANSION JOINT
OR HIGH EAVE RIDGE Of n I uju 2 1/4- TAPE MASTIC H1050 FASTENERS 6' D.C.
AS REQ'D. H1050 TRIM MK. EJTO1
DETAIL 3j 4-12 RGA35 (4- D.C.) BETWEEN SUPPORTS
SUPPORT (BETWEEN TRIM AND PANEL)
AT SINGLE
1 -4
a 2 11 1 t1l 1 1 3 3/4- TAPE MASTIC RAKE TRIM MK. H3020
SLOPE EXIS'TING I
0 MK. RTA ROOF
MK. H3000 TAPE MASTIC
BUILDING 12 1/2" VARIES
ROOF PANEL MK. H3000
10 1
H1050-STITCH H1030-STRUCTURAL /-0" TO 3*
t t
LLJ
AT GABLE H1020 AT EACH SUPPO
RIDGE SUPPORT FASTENER FASTENER
36' H1050 AT
z RAKE ANGLE (L.LV.)
BUILDING OR HIGH 12' 12* 12" SUPPORTS AND AT <
MK. MAR01
EAVE SUPPORT AT H1030 FASTENER (SEE THE ROOF PANEL
MIDPOINT BETWEEN CLASSIC ROOF STRUCTURAL H1060 *CLASSIC,
SINGLE SLOPE u- ENIS71ING
11 SUPPORTS AT FASTENER SPACING DETAIL ROOF PANEL
BUILDING --= . . .. PURLIN 01 (12" O.C.) BUILDING
PURLIN SPACES FOR SPACING) PURLIN
LESS THAN OR
0 WALL PANEL
EQUAL TO 3'-4'. FASTENERS MUST OUTSIDE PANEL CLOSURE
INTERMEDIATE ENGAGE STRUCTURAL
SUPPORTS MK. H3400 0 "CLASSIC PANEL"
SUPPORT MEMBER FOR
H 1050 AT AN EFFECTIVE SEAL MK. H3420 0 "ACCENT PANEL" PURILIN
SUPPORTS AND AT NEW CONcrTRUCTION EXISTING BUILDING
BETWEEN RIDGE CAP & MK. H341 0 0 REV. "CLASSIC PANEL"
PANEL
1/3 POINTS
BETWEEN
2A ;; p,
SUPPORTS RIDGE DETAIL SCULPTURED RAKE DETAIL
ROOF PANEL AT I, ii; -
PURLIN SPACES TRANSVERSE EXPMSION JOINT DETAIL
CLASSIC ROOF'
"CLASSIC ROOF" W/ DIE FORMED RIDGE CAP X3 bi
REATER THAN "CLASSIC' ROOF AT EXISTnING BUILDI
G LL SHEETING EREC11ON 'TRIM-2' REFER TO THE SHEEMNG PLAN FOR C
TRIM-3' SEE WA G
INTERMEDIATE NOTES DMUNE a
SUPPORTS FOR WALL PANEL FASTENER LOCATIONS
OF RIB START PANEL DMENSONS
5 k1AAK OUTLET LOCATION
ROOF PANEL END END OF ROOF PANEL STEEL LINE ILISE (4) POP
USM A DS TO SIZE
LAP, IF RIP g Ig g jili
'n.HIIO T AL OVAL AREA.NW, CUT
S�.A
3/4- TAPE MAST] ANO ALDW THE DASHED
REQUIRED GUTTER HANGER MK. C
MK. H3000 (6- PIECE) JDOWNGPOVT UNM BEND TAN
�=I H2190 AT 24" D.C. I[CONNECIMNS U-N-O. DOWN ALOW THE SOUD
PANEL SIDE SIDE LAP DIRECTLY BELOW FASTNRS LINES AM ATTACH It
'T�ETAIL
�IN�
uNE
WITH (3) H1050
DOWNSPOUT`S*TO
LAP FASTENERS INSIDE PANEL CLOSURE
WTTER TAM WITH(4)
H1050 AT > HIDSO FASTENEIM
INTERMEDIATE MK. H3410 WITH 3/4" 1.MITERM OF THE*r Gurrm—,141
/ SUPPORTS AND AT 3/4* TAPE MASTIC
SUPPORTS
TAPE MASTIC (MK. H3000) WILL BE-Ou-f
6' D.C. BETWEEN MK. H3000 - SLOPES OAR 4:12 A
TOP AND BOTTOM MR PROPER LINE UP DOWNSPOUT'S' STRAP
SUPPORTS AT THE 0 WITH THE DOWNSPOUT. MIL H23 BRACKET MIL DWI FOR
1/2- TAPE MASTIC USE WITH`ACCENT'PANEL.
0. NOTE: P A E
LOW EAVE 33M (2) LOW EAVE MK. H301 0 ' C T 2.IF THIS PROJECT ATrACH AT PANEL RIB
GU BRK FULL
E PURLIN SPACES CONTRACT SPECWIES SEchom ONLY.USE(2)HIOSO
SUPPORT
UN V SHAPES AT THE SCREWS
BaTTDM OF 7HE "E L.- -T
-R P cn -�;
IME� U
3/32" X. 1/2- OF GUTTER DOWNSPOUT IN LIEU
-1 H1050
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SW
DErAI
T
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'THISIS rN0T
1 0 a 0 TAPE Lu "CLASSIC" ROOF DETAIL
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FIELD L(U2�M TYPICAL AT
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THE CLASSIC ROOF A== BM-ON H2M
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C4 N ERECTION NOTES V)
DETAIL MK. GTA— SECTION AS SCREW STRAP TO WALL WITH
DETAIL FOR SPACING) 4.LOCATE DS REQUIRED
SCREW BEFORE
TYPICAI FAVF N W)N N N H1060 STRAPS ONE AT ELBOW IF =DOWNSPOUT.
D DS STRAPS AND
SIDE LAP EVERY*S", ELBOW REQUIRED FIELD BEN cn
0 FASTENERS
FASTENER IAW DS SPUCE. Mr- H2XIO FASTEN 70 DS WITH (2) u
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ui,; - V)
0 INEEDED. ti
--Ll �- V)
SIMPLE EAVE
WALL PANEL
"CLASSIC' ROOF ERECTION NOTES TRIM MK. LEA01 DOWNSPOUT STRAP(MK.III H23N OR DPADI)AND STRAP BRACKETS(MK. DBAOI)
AM PROVIDED FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT T z
STENERS,
C4
COLUMNS. FASTMERS 70 MASONRY ARE NUT PROVIDED NY THE M.B-IL H1060 FA CNI
(PANELS 36- NET LAY) EAVE GUTrER DETAIL ME PROVIDED FOR COLMNIN ATIACHIJENT APPLICATIONS.PRE-DRILLING WILL BE REI to
"CLASSIC ROOF* - C04
La 5
STD. GUTTER AND DOVVNSP* OUT DETAIL
ES 'TRIM-l' L) m
SEE WALL SHEETING ERECTION NOT
FOR WALL PANEL FASTENER LOCATIONS TRIM-21'
0 <
DO
V) Z
2'-4 1/2" OR Y-6" 0
PURLIN LL-
< 0
V)
JOB NUMBER:
E,
SlOM0130A
r
C E N
H0603 BOLT SHEE-r N&
H0300 NUT
D3 of 5
H0200 WASHERS
No.57272
FLANGE BRACE
MARK FB
RAFTER
NOTE:
X 2- A325 -51 E OF .1
BOLTS ARE REQ'D
FOR BOL-17ING 4 R1 ,
H0603 BOLT
FLANGE BRACES.
H0300 NUT
H0200 WASHERS
[FLANGE BRACE OPPOSITE SIDE MATERIAL.S DESIGNED AND SUPPUED
Jeffrey P. Barkman, P.E. T""SEAL'ONLY To THE
EQUIRED WHERE INDICATED By MUCOR BUILDING SYSTEMS,A
DMSK)N OF MUCOR CORPDRAT)DN-
THE DPA*IW;S AND THE METAL
N ERECT`ION DWGS. AS "NS Ac FS" 200 Whetstone Road
BUILIW&C WHICH THEY REIVESDIT
ME THE PROOJCT OF MIL)COR
Swansea, S.C. 29160 XAMM SYSTEMS. ME REGISTERET
TYP FLANGE BRACE 0 PURLIN & RAFTER PROFESSIONAL MNEER WHOSE
SEAL APPEARS ON THESE DRAWI?JGS
Florida P.E. No. 57272 ISS EMIn.0YED BY NUCOR BULDING
NOTE: SEE PLANS AND ELEVATIONS FOR SYSTEMS AND D=NO SERVE AS
OR REPRESENT THE PROJECT
FLANGE BRACE PART MARKS
DIMEM OF RECORD MD SH-11.
NOT BE CONSTRILIED AS MICH.
"CLASSIC PANEL" ERECTION NOTES END CLOSURE
NOTE1
1. 'm NOTE 1
EAVE �(PANELS 36-�NEF LAY�) MK. H4220 (PIN). CLASSIC FILLER TRIM MK. MFBO1
FILLER HOWN) Is
MEMBER -4 APPLY TUBE CAULK (H31521) WALL" SHOWN IS Ma REQUIRED TRIM IMK. MFBOI (S
NMREOUIRED WHERE START/FNSH
OUTSIDE INSIDE WHERE START FINISH DIM.
ALL AROUND AND INSERT INTO DIMENSXIN 5 1 FIZCZ THAN OR
CORNER—/ STRUCTURAL FASTENER
H1040 MK. H42C :RAMED OPENINGS. 12" O.C. TO 3 1 2". SEE ELEVATIONS
--9
CORNER TRIM CID NE13 I131M THE END OF THE BS801 H1 or IS LESS THAN OR EQUAL
TRIM 1. '0 EOLIAL TO 3 1/2-. SEE W
SIDE ER R NOTE: 0
LAP ERECTOR NOTE: 1/2* NOTE 2
UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE
SIDELAP MASTIC M3010 SEE PLAN FOR START/FIN
H1060 IS REQ-D IN SNOWDRIF1 TO
IEL=�—GIRTS BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. DIMENSION. USE 0" START
AT 12" O.0 CONDITIONS. REFER TO x
X GIRT
AT TRIM /,H106O EA. THE ELEVA71ONS FOR ED WALL PANEL In CIJ IF NOT NOTED.
END AND z BASE ANGLE Z
rZ H11040 0 EACH SUPPORT
nr V)0 0 H 060 12'0.11
BASE
MAX. BETWEEN TRIM MK. BSBO1
[ER I
SIC
IS
CO
O-C. THI
"fi LO,
_R
0
2-
R
MEMBER SUPPORTS T I- z BETWEEN SUPPORTS
x
BASE ANGLE MK. < JAM TRIM
MAR02 (S.L.V.) I-
1. BLOCK GIRTS TO "LEVEL' POSITION BEFORE STARTING PANEL V) - MK.J[A
ERECTION. MAINTAIN WOOD BLOCKING (NOT BY MBS) UNTIL 00 LQJ
PANEL TO STRUCTURAL FASTENERS ARE INSTALLED. POP RNET 12'
D.C. MK. H1100
2. ALIGN AND PLUMB FIRST WALL PANEL
3. TO PREVENT "OIL-CANNING". ALL PANEL FASTENERS SHOULD FASTEN AT 3'-0* D.C. MAX. OUTSIDE
"C
START FROM BASE MEMBER AND THEN BE SECURED TO EACH -di (FASTENERS NOT BY NUCOR) CORNER LASSIC WALL" OUTSIDE CORNER
0 z TRANSITION TRAR
STRUCTURAL GIRT TOWARD THE EAVE.
MK. OCA01 W OCCOI NOTE WALL7
4. FOUNDATION MUST BE SQUARE, LEVEL, AND CORRECT TO THE /START/FINISH Z H1040 EA. SUPPORT P
DIMENSIO 0 12* D.C.
OUr-TO-OUT STEEL LINE DIMENSIONS. N H1040 0 EACH SUPPORT
_j
5. ERECTION CREW IS TO CLEAN ALL WALL PANELS BEFORE SEALANT C RIB BETWEEN SUPPORTS HIM 12'D.C.
01 SEE PLAN 4 BETWEEN SUPPORTS
mg
LEAVING JOB SITE. (NOT BY NBS) RIB
ERECTOR IS TO ERECT PANELS SO THAT SIDELAPS ARE AWAY NER DETAIL
6. OUTSIDE COR
BASE TRIM DETAIL (WITH ANGLE)
FROM THE MAIN TRAFFIC AREA'S LINE OF SIGW. "CLASSIC WALL" OUTSIDE OPEN CORNER DETAIL
N
7. STORE PANELS PROPERLY TO PREVENT MOISTURE. SEE 0 SEE WALL SHEETING ERECTION NOTES FOR WALL 0 "CLASSIC WALL7
0 'TRIM-7'
ERECTION MANUAL PANEL FASTENER LOCATIONS TRIM-707 5
WAR TRIM STANDARD FASTENER SCHEDULE
A
rB6-- rUSE ATT 180'CQ
H10O 17-14 x 1 1/4' H 10 12-14;Z4'
SHARP
"CLASSIC WALL' CCCO_ (USE AT 12-CEE) WITH WASHER 8
JAMB (SELF TAPPING) WITHOUT WASHER
CSA0_ tiff AT 8'STRUMRAL CEE) (SELF-)
GIRT-\ HEADER---,," CS00-t-U-S-E AT 12-STRUCRAk CEE)
CCE_ (USE AT 8-HEADER WRAP)
z
0_ CCF_ (USE AT 10-HEADER WRAP) H102 4 x 1 1/4' H 107 12-24 x 1 1/2 u
nx 5 g
0 (USE AT 2-HEADER WRAP)
DOOR WINDOW H1040 FASTENERS WITHOUT WASHER WITHOUT WASHER
AT 6" O.C. (SELF Mmum) gal'
OPENING 111 3
IN LINER PMEI..
REFERM HEAD. SILL OR
lei I
UU'M3/10-ItHiIIx NaLm CAMPAMMY Diva 1/2-V=DRUM Q~ff ot"
—NOTE: FIELD CUT HEAD TR IAMB DETAILS FOR TYPrA
Im
H103 12-14 x 1 1/4* HI /4-
0
PANEL AS REQUIRED TRIM PARTS AND ATTACHMENT 0"IERI
M2
MK. HTA_
K z D WITH WASHER (GOOF SCREW)
m (SELF ORLLM) (SELF DRILLING)
"CLJ 3::z ERIr=NOTE
kSSIC WALL" J JAMB TRIM F LINER PANEL IS NOT
MK. JTA REQUIRED. ATTACH WVIER —
LIOL
TRIM WITH H1040 12*D.C. H10 12-14 x 1 1/4' H11 1/8-POP RWET
REFER TO SEC11ON 8.0 OF 0
H1040 �X_
THE WALL SHEETING a 7EK 2
Cc_TRIM WITHOUT WASHER U)
12" O.C.
CS_TRIM (SELF DRILLING)
ERECTIOIN MANUAL FOR
FURTHER DETAIL AND PANEL Lu
PREPARATION INFORMATION COLED-
(US MT CEE z
CCB_OR CDC—TRIMS) H104 12-14 x 2"
nx H111 3/8*0 STAINLESS 0
2 GROMMET FASTENER
STRUCTURAL CEE WITHOUT WASHER
(USE CSk__ OR CSC_TRIMS) (SELF DRILLING)
z
HEADER WRAP
L4
JAMB DETAIL HEADER DETAIL (USE CCE_ CCF_OR CCG_TRims) — Lu 04 00
H1 12-14 x 31,r _j
"CLASSIC WALL" FRAMED OPENING COVER TRIM DETAIL
0 *CLASSIC WALL" WITH WASHER
4p (SELF TAPPING) M
SHARP
TRIM-1 1' 'TRIM-1 S'LL SHOWN, HEAD AND"m S'WLAR 'TRIM-F9"
ED <
Z 5
FFLANGE BRACE OPPOSITE SIDE L) co
REQUIRED WHERE INDICATED
LON ERECTION DWGS. AS -NS & FS-
<
NOTE: JOB WmBm
_1T2_X 2," A325 BOLTS
SlOM0130A
ARE REQD FOR BOLTING
FLANGE BRACES.
C E N SHE'
D4 of 5
FLANGE BRACE
H0603 BO MARK FB
No.57272
H0300 NUT
H0200
WASHERS
:53
ION EREC ON D
N
A
FS
0
LAs N
TE*
2 X 2
E REQ
ANGE 13
FL
M.4
LT
JT 6 OLT
MN-// TH,IS 1 [.4 ui-pn, p
COLL) H0603 B 44
0 0 UT
OLT
H0300 NUT S TE OF
H H 0
200
0200
W S
WASHERS R I
MAR 1 8 2 010
LW1 THIS SEAL PERTAINS
ALL GIRT -L,TO
2'-4 1/2"
AND SUPPLIED
(OR 3-6-)
Jeffrey P. Barkman, P.E. 'BYNUCOR'BULDING SYSTIW%THE
DIVISION OF NUMR CORPORATIOM.
TW DRAWINGS AND 71*METAL
200 Whetstone Road
BUILDING WHCH THEY REPRESENT
ARE PROD=OF MUCM
TYP FLANGE BRACE 0 BLI COL & GIRT
Swansea, S.C. 29160 )ULDING SYSTEMS. TW REGISTEREEC
PROFESSI(XiAL ENGINEER WH0SE
272 SEAL APPE-AS
NOTE:SEE PLANS AND ELEVATIONS FOR Florida P.E. No. 57 Is.b4maym�7 M'U'COR
SYSTEMS AND DOES NOT SERVE AS
FLANGE BRACE PART MARKS OR REPRESENT THE PROJECT
ENMEER OF RECORD AND NiALL
CV6TRUED AS SUCH.
-WALL PANEL �3�TEK SCREWS
BUILDING GIRT P OVIDED IN
(-CLASSIC WALL- SHOWN) 0 7'-6*
HARDWARE KIT)
DOOR HEADER
FACTORY INSTALLED
-HTA- ONDOOR
IL
CUP - FACTORY
ATTACHED TO JAMB
(ADJUST AS REQ'D.)
GIRT
P
E*EIARDI
L V
ER
INSTALLED
CL P
A Z C
A
JU
AB
JAM B
DOOR I ST
CLEAR FACTORY!N!IA�LLED
ON DOOR
OPENING
ZDOOR
c z SUBdAMB. FACTORY
z INSTALLED ON DOOR-T
W
0 W
JT-----/' _JT_ DOOR FRAME INSTALLATION AT TOP
STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED.-
JAMB (8- SM.) (4) SELF-DRILUNG
SCR PROVIDED
IN XUARE Kn)
CUP - FACTORY a
FINIISH ATTACHED TO JAMB
FLOOR (ADJUST AS REQ'D.)
DOOR TRIM ELEVATION gg I!g
(2) 1/2"0
NUCOR WALKDOOR EXPANSION BID
(PROVIDED IN LTS
HARDWARE KIT)
u
ERECTION DETAILS
0 DOOR FRAME INSTALLATION AT BASE
USE ONLY WHERE STANDARD NUCOR DOORS ARE
3 X
REQUIRED. SEE COVERSHEET (SHEET Cl) FOR STAND FRAME & ADJUST CLIP AT JAMB AS REQ'D.
ATTACH CLIP TO GIRT W/ (3) SELF-DRILLING SCREWS.
STANDARD DOOR REQUIREMENTS. so 2
LINER PANEL (IF REO'D.) CAP TRIM MK. JTDOI
AT "REVERSE CLASSIC'
LINER HEAD COVER
INSULATION AT 9�GIRTS PANEL (REQ'D. AT
LINER ONLY)
(BY OTHERS)
3070 DOOR MK. HTB01
607ODOOR MK. HTB02
CAP TRIM MK. HTD05
AT 10" GIRTS AT AT ACCENT AND
GIRT AT 7'-6' A.F.F.
3070 DOOR MK. HTC01 'CLASSIC' PANEL W
6070 DOOR MK. HTCO2 -D. AT LINER ONLY)
LINER (IF REO-D.) (RE0 z (f)
EXTERIOR (FIELD CUT AS REQUIRED)
WALL PANEL JAMB COVER V)
H1040 EA. END V)
JTBO1 AT 8' GIRTS
LINER CAP TRIM rrcol AT 10" GIRTS z
z
(REO-D. AT LINER ONLY) a. N
MK. HTDO5
(REO'D. AT LINER ONLY) (FIELD CUT AS REQ'D) >< C14 00
A.F.F. to
LLJ
L&j
CAP TRIM MK. HTDO5 AT SUBJAMB DOOR JAMB
L) m
HEAD "ACCENT' AND "CLASSIC"
/I DOOR _j
MK. HTA01 AT 3070 DOOR PANEL JTDDI AT
MK. HTA02 AT 6070 DOOR 'REVERSE CLASSIC' 0 m
V) z
PANEL (AT LINER ONLY) 0
ES m
A.F.F.
A._jF.F
Lw-
JAMB COVER JAMB TRIM MK. JTAOI
DOOR JAMB
MK. JTBIDI AT 8" GIRTS LATION AT 7ACCENT` AND
DOOR----------------------- MK. JTC01 AT 10" GIRTS rBSYUOTHEtRS) V) < 0
!CLASSIC" WALL PANEL
jX1111111/1 JOB MILIMSER.
(REO-D. AT LINER ONLY)
(FIELD CUT AS REQUIRED)
JAMB TRIM MK. JTDO1
EXTERIOR
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WALL PANEL u100fii I SlOM01,30A
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C E IN SHEET NO.
HEAD TRIM DETAJL — SECTION B JAMB TRIM DETAIL — SECTION C 1_�I, pepp-.(
D5 of 5
No.57272
8' OR 10' GIRT FIELD CUT TAB.
(BELOW 7'-6" ELEV.) BEND TAB DOWN 90*
AND POP RIVET TO
8' SUB-JAMB JAMB TRIM
E F
DOOR JAMB
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CUP MK. JCT01
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WITH (4) TEK 3
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FIELD CAULK MATERIALS DESKWED AND SUPPLIED
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CAULK Jeffrey P. Barkman, P.E.
TO MA6JXE By MX=MJRDM SYSTEMS,A
DOOR
WEATHERTIGHT DIVISION OF NUCOR CORPORATM.
200 Whetstone Road THE DRAWWGS AND THE METAL
BUILDM WICH THEY REPRESENT
GIRT TO SUBJAMB DETAIL ARE THE PRODUCT OF NUWR
JT_ Swansea, S.C. 29160 AM.DING SYSTEMS. THE
USE (4) 1/2- X 1 1/4- A307 BOLTS HO5D0/NUTS H04M PROFI�MNEER_WHM'_
SM APPEARS ON TW-SE DRWWJGS
FIELD CUT GIRT TO LENGTH AS REQUIRED. Florida P.E. No. 57272
IS EMIn_aYED BY
SYSM6 MD MaUWR BUILDIM12
FIELD WORK HOLES IN GIRT TO ACCEPT CUP AS REQUIRED. TRIM CORNER DETAIL MUT SERVE AS
OR REPRESEWF THE PROJECT
REFERENCE STANI)ARD WASHER DETAIL FOR TYPM WASHER REQUIREMENTS TOP RIGHT CORNER SHOWN D,,GWEER
OF RECORD AND SRAIL
NOT BE CONSTRUED ASn
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