HomeMy WebLinkAboutREVISION 2-14-09rr4U=C31q.
E ILDIN6 SYSTEMS
A DIVISION OF NUCOR CORPORATION
PROJECT NUMBER: S5JO019A
PROJECT NAME: CWE —
PROJECT LOCATION: FORT PIERCE, FL COUNTY:
CUSTOMER:
NOTES SPECIFICATIONS PRIMARY AND SECONDARY STEEL PRIMER COLOR: RED
AND YES
NO
BUILDING ERECTION NOTES ROOF SHEETING, TYPE _GAGE. FINISH: ❑
® FASCIA, PROJECTION: TOP OF FASCIA HEIGHT:
1) THE GENERAL CONTRACTOR AND/OR ERECTOR 6 RESPONSIBLE To CFR CUP TYPE: CMN/A ❑TALL ❑SHORT- ❑FIXED ❑FLOATING
FACE PANEL. TYPE: FINISH:
SAFELY AND PROPERLY ERECT THE METAL BUILDING SYSTEM IN
CONFORMANCE WITH THESE DRAWINGS, OSHA REQUIREMENTS. AND CFR THERMAL BLOCKS:❑YES ®NO CFR EPS FOAM SPACER: ❑YES ®NO
_GAGE,
BACK PANEL. TYPE:/ GAGE, FINISH:
MBMA STANDARDS PERTAINING TO PROPER ERECTION. THIS INCLUDES.
—
BUT IS NOT LIMITED TO. THE CORRECT USE OF TEMPORARY GUYS AND 1u
BRACING WHERE NEEDED FOR SOUARING. PLUMBING, AND SECURING SEAMING METHOD FOR CFR ONLY):[]"ROLL LOCK'
CAP TRIM PAINTED: BASE TRIM PAINTED:
THE STRUCTURAL AND SECONDARY FRAMING. SECONDARY WALL FRAMING REFER O THE DETAIL PAGES FOR -POWER LOCK -
MEMBERS (= OR BAR JOISTS) ARE NOT DESIGNED To FUNCTION AS ADORIONAL SRMmNG INro9MATroN tM
❑POWER LOCK PLUS"
_
❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM:
A WORK PLATFORM OR PROVIDE SAFETY TIE OFF ATTACHMENT IN
ACCORDANCE WITH OSHA REQUIREMENTS. SECONDARY ROOF FRAMING COMPOSITE CFR DECK, TYPE: NONE GAGE, FINISH:
MEMBERS (PURLINS OR BAR JOISTS) ARE NOT DESIGNED TO PROVIDE
SOFFIT PANEL, TYPE: _GAGE, FINISH:
SAFELY TIE OFF ATTACHMENT IN ACCORDANCE WITH OSHA REQUIREMENTS.
ROOF DECK ONLY, TYPE: NONE GAGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
2) ALL HIGH STRENGTH BOLTS ARE TYPE A325 AND ARE TO BE FULLY
TIGHTENED BY AN ACCEPTABLE METHOD. SUCH AS TURN of THE NUT Not¢: 6UTER HLA %RS AKNI CINCH STRAPS
ROOF LINE TRIM, PAINTED: POLAR WHITE PRWIDEO m GALVANIZED COLOR ONLY.
❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED)
METHOD, UNLESS NOTED OTHERWISE. BOLTS IN STANDARD HOLES DO
NOT REQUIRE THE USE OF WASHERS. PER ASTM A325. SECTION 5(8).
EXTERIOR WALL SHEETING, TYPE: REV CLASSIC 26 GAGE, FINISH: SAGEBRUSH
,
CLEAR UNDER FASCIA:
ARETTTHE EMA NTHE ❑
®PARAPET SYSTEM
1iGHY CONDIDON O ENSUE THATTS
EERIALLS IROUGHT
JOINT EXTERIOR WALL CORNER TRIM FINISH: SAGEBRUSH
ARE BROUGHT INTO GOOD CONTACT WITH EACH OTHER
EXTERIOR BASE TRIM, PAINTED: SAGEBRUSH
❑ STRUCTURAL PARAPET NON-STRUCTURAL PARAPET
4) WASHERS AE REQUIRED AT ALL SLOTTED CONNECTIONS AS FOLLOWS:
-HOLE TO SLOT CONNECTION• ONE WASHER REQUIRED ON SLOTTED SIDE FRAMED OPENING TRIM, PAINTED: SAGEBRUSH
-SLAT TO SLAT CONNECTION. TWO WASHERS REQUIRED• ONE ON EACH
TOP OF PARAPET HEIGHT:
SIDE OF THE CONNECTION.
HOWEVER AT LAPPED ZEE MEMBERS, PURLDIS OR CINTS. NO WASHERS FRAMED OPENING COVER TRIM, PAINTED: SAGEBRUSH
BACKER PANEL. TYPE GAGE, FINISH:
—
ARE REQUIRED IN THE LAPPED. SLOT TO SLOT CONNECTION. ®
WALL FRAMED OPENING, SIZES: (8)4'-O�K4'-0'. (10)14'-O'K14'-0'. (I)16'-O"K14'-0',
❑CANOPY (EXPOSED BEAM), PROJECTION., 16'-O�
5) THE METAL BUILDING SUPPUER SHALL BE NOTIFIED PRIOR TO ANY
FIELD MODIFICATIONS MODIFICATIONS SHALL BE APPROVED BY (I)24'-Oil6'-D'
AT SAVE LINE CM BELOW EAVE ❑
THE METAL BUDDING SUPPLIER BEFORE WORK IS UNDERTAKEN.
6) ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS
ROOF PANEL, TYPE: N/A GAGE. FINISH:
—
FOR THE WELDING PROCESSES AND POSITIONS INDICATED.
ALL WORK MUST BE COMPLETED AND INSPECTED IN INTERIOR WALL SHEETING, TYPE: NONE GAGE, FINISH:—
SOFFIT PANEL. TYPE. -N/A DACE, FINISH:
'
ACCORDANCE WITH THE APPUCABLE AWS SPECIFICATIONS. WELD —
ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST INTERIOR CEILING LINER, TYPE: NONE GAGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
BE 70 KSI STEEL AND LOW HYDROGEN CONTENT. —
7 COMMON ABBREVIATIONS: INTERIOR WALL TRIM, PAINTED: NONE
CLEAR UNDER CANOPY BEAM:
o iYP LINO -TYPICAL UNLESS NOTED OTHERWISE 1) SIM.-SIMILAR YES NO - ❑
® BOXED -OUT CANOPY, PROJECTION: ❑ AT HAVE LINE ❑ BELOW SAVE
, SLV-SHORf LEG VERTICAL 9 NIC-NOT IN CONTRACT
c LW -LONG LEG VERTICAL n SL-STEEL LINE
a NS R FS-NEAR SIDE AND FAR SIDE i) N/A -NOT APPUCABLE ® ❑ GUTTER AND DOWNSPOUTS. DOWNSPOUTS PAINTED: SAGEBRUSH
ROOF PANEL. TYPE: GAGE. FINISH:
—
e OAL-OVERALL LENGTH f MRS-METAL BUILDING SUPPLER 1FACE
B) CONSTRUCTION LOADS SHALL NOT BE PLACED ON ANY STRUCTURAL STEEL ® ❑ WALKOOORS. QUANTITY. (5) 3070.0) 6070PAINTED, WHITE
PANEL, TYPE: CAGE, FINISH:
—
FRAMEWORK UNLESS SUCH FRAMEWORK IS SAFELY BOLTED, WELDED, OR OTHERWISE
ADEQUATELY SECURED. ❑ ® WINDOWS: PAINTED:
SOFFIT PANEL, TYPE- GAGE, FINISH:
—
SOFFIT -TRIM -AT -SLOG -LINE -PAINTED:
9) PURUNS AND GIRTS SHALL NOT BE USED AS AN ANCHORAGE POINT FOR A ®
❑ INSULATION (NOT BY MBS), ROOF:4' BATT WALLS:
FALL ARREST SYSTEM UNLESS WRITTEN APPROVAL 6 OBTAINED FROM THE METAL
BUILDING SUPPLIER. ❑
® CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION)
CLEAR UNDER SOFFIT: BASE TRIM PAINTED:
10) PURUNS MAY ONLY BE USED AS A WAUMG/WORKING SURFACE WHEN ❑
® MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) ❑
�® EAVE EXTENSION (CONCEALED BEAM), PROJECTION:
INSTALLING SAFETY SYSTEMS. AFTER ALL PERMANENT BRIDGING HAS BEEN INSTALLED
AND FALL PROTECTION IS PROVIDED. ❑
® WALL TRANSLUCENT PANELS. LENGTH: QUANTITY:
SOFFIT PANEL. TYPE: GAGE. FINISH:—
11) CONSTRUCTION LOADS MAY BE PLACED ONLY WITHIN A ZONE THAT IS WITHIN B
FEET OF THE CENTER-UE OF THE PRIMARY SUPPORT MEMBER. CFR BUNDLES ❑
® ROOF TRANSLUCENT PANELS, LENGTH: QUANTITY-
SOFFIT TRIM AT BUILDING LINE PAINTED:
SHOULD BE PLACED DIRECTLY OVER THE RIGID FRAMES
❑
® RAKE EXTENSION, PROJECTION:
GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS
INSULATED PANELS YES ❑ NO ❑
1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE ❑
® PIPE JACKS, SIZE: QUANTITY,
SOFFIT PANEL. TYPE: — GAGE. FINISH:
DESIGNED IN ACCORDANCE WITH THE ASC'SPECIFICATIONS FOR THE
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS'
ALLOWABLE STRESS DESIGN. NINTH EDITION.❑
ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SITES
SOFFIT TRIM AT BUILDING LINE PAINTED:
2 ALL WWELLD�LINroDE .. LAOF TEST EDITION. E0�ONNTEEl IS BASED ON AWS D1.1 "STRUCTURAL ❑
® ROOF CURBS (BY MBS), SEE ROOF FRAMING PLAN FOR SIZES ❑
®PARTITION WALL SHEETING
3. ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH AISI
'SPECWT10NS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL ❑
RIDGE VENTS, 10'-0' LONG X 1 I
® ❑ 2"❑ 9'THROAT. QUANTITY:
PANEL TYPE: GAGE, FINISH:
—
MEMBERS'. LATEST EDITION.
4. ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS 01.3
SINGLE UNITS ❑ CONTINUOUS UNITS ❑
PARTITION WALL TRIM COLOR:
STRUCTURAL WELDING CODE - SHEET STEEL'. LATEST EOINOK
S. IF JOISTS ARE INCLUDED WITH THIS PROJECT. THEY ARE SUPPLIED AS A PART
OF THE SYSTEMS -ENGINEERED METAL BUIEDING AND ARE FABRICATED IN -
A'
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 OF THE OSHA
SAFETY STANDARD FOR STEEL ERECTION. DATED JANUARY 18. 2001.
6. wiER IA. SPECiIDAT10NS:
PLATE AND FIANCE ■ NUCOR BUILDING LOADED BY EXISTING BUILDING
MRUMATERIAL:
5'-12' WOE A RU I-t' i1aCK_A529. GRADE 55
1
OTHERS AM THIS NUCOR BUILDING RECEIVES LOADS FROM ANOTHER BUILDING
BUILT-UP STRUCTURAL WEB MATERAL _A1011 SS (OR HSLAS CLI) GR 55 AND IS DESIGNED TO RESIST THOSE LOADS AS PART OF THE NUCOR
Nor -RILED srRUCT1IRA. A36 OR A572 GRADE SODESIGN. THE PROJECT. ENGINEER OF RECORD ( NOT NUCOR BUILDING
TUBE A500 GRADE B (AB Ks)) SYSTEMS ) MUST INVESTIGATE THE EXISTING BUILDING TO INSURE IT
STRUCTSTRUCTURAL
RAT. PIPE AGRADE B (•2 KSI> REMAINS STRUCTURALLY ADEOUATE FOR THE OVERALL STRENGTH AND
COLD -FORMED STRucTURAI AID0 OLO-F
C011 SS (OR 1151/LS 111) GR 55 STABILITY CONSIDERATICNS. SEE PAGE C1 FOR MAGNITUDE, DIRECTION,
RPS Roc- AA792 GRADE b.AND APPLICATION POINT OF LOADS. '
STANDING SEAM
ROOF PANELS A792 GRADE 50, CLASS 1 STRONG
S
R-PANEL AND A -PANEL $TIDING A553 GRADE 50. CLASS 7 OR
A792 GRACE 50. CLASS 1
ROD BRACING A36
CABLE BRACING M75 COATING CLASS A GRADE ENS. 7-WIRE
WR.DS AWS 111.1 LATEST EDITION
HIGH-STENGM BOLTS A-325 TYPE 1 HEAVY HEX OR
A490 TYPE 1 HEAR HU
MACHINE BOLTS A-307 GRADE A HEX
1RADEYARK 2004. NUCOR BUILDING SSTEUS
SCANNED
REDUCIBLE PER CODE
GROUND SNOW LOAD: 0.00 PSF SNOW EXP. FACTOR, Ce:----
SNOW IMPORTANCE FACTOR, is: 1.00
WIND: 130moh WIND IMPORTANCE FACTOR,I*: 1.00
ME
a
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0
EXPOSURE: B WITHIN HURRICANE COASTLINE O YES ENO
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UL 90 0 YES M NO
Classic Roof-Consl. No. 161; Roof Translucent Ponel-Court.
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Classic W/ No. 167
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CFR Roof-Const. No. 590: CFR Roof ./ Translucent Pond -Cant. No. 590
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SEISMIC ZONE_ N/A
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SEISMIC PERFORMANCE CATEGORY-
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1) COLLATERAL DEAD LOADS. UNLESS OTHERWISE NOTED. ARE ASSUMED TO BE
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UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS. LIGHTING, HVAC
EQUIPMENT. CEILINGS. ETC.. ARE SUSPENDED FROM ROOF MEMBERS. CONSULT THE M.B.S.
0
x Q Z X
IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS. OR IF INDIVIDUAL MEMBERS ARE
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LOADED SIGNIFIC"MY MORE THAN OTHERS.
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2) THE OMGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED
a
BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD. AS
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DETERMUM BY THE APPUCAB.E CODE.
BUILDING BUILDING
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200 Whetstone Road
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Swansea, S.C. 29160
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Florida P.E. No. 56425
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BER
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19A
ERECTION MANUALS REQUIRED
(MANUALS ARE SHIPPED WITH THE BURRING IN A
WAREHOUSE PACKING CRATE)
0 CFR ROOF (ROLLED SEAM) (H9600)
O CLASSIC ROOF SHEETING (H9420)
m WALL SHEETING H9430
0 PERMIT USE ONLY
1
-
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
O
JOIST BRIDGING PACKET
CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
(SENT SEPARATELY BY JOIST MANUFACTURER);,
THE. RAW CT FROM THE SCHEDULE
DRAWING INDEX
APPROVED BY �D 0
COVERSHEET CI A/'IOLT DWGS
r. COLUMN BASE REACTIONS
OSSRUCTURAL/SHEETING DRAWINGS
DENNIS M GRIM 69
(SEPARATE B 1/2' X II' SUBMITTAL)
El, E2, ES, E4, E5. EIS
'
BUILDING OFFICIAL
ST. LUCIE COUNTY
DETAILS
D1. 02, D3
DATE ZJL-1joLzI TNT.
SHEET NO:
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PROTECT
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5'-6" 5'-6 5'-6"
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8ZO86 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8Z060 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8Z060 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS
THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. O THIS BAY U.N.O. THIS BAY U.N.. THIS BAY U.N.O. .THIS BAY U.N.O. THIS BAY U-N.O. THIS BAY U.N.O. THIS BAY U.N.OJ THIS BAY U.N.O. I THIS BAY U.N.O.
25'-0" 25'-0' 25'-0" 25'-0" 25'-0" 25'-0' 25'-0" 25'-0* 25'-0" 25-0"
STEEL LINE 300'-0" STEEL l
1 0 0 0 0 0 10 11 12 13
FIELD NOTE: FIELD WORK AS REQ'D.
FIELD DRILL 9/160 HOLES
IN EXISTING COLUMN AND
EXISTING CANOPY BEAM
WHERE NECESSARY TO
RECEIVE GIRTS.
SEE DWG.D1, D2, D3 FOR DETAILS.
S I D EWALL ELEVATION AT LINE * E IMAMED
1) ( 4 ) INDICATES A 14'-0"x 14'-0" FRAMED OPENING J2 4 2005
2) ( • ) INDICATES A NESTED GIRT(08Z086).SEE DETAIL 2/D3, 3/D3, 4%�D3.
3) FRAMED OPENING JAMBS=(08S125), HEADER=(08SO76)
Corey D. Norris, P.Ez
200 Whetstone Road
Swansea, S.C. 29160
PEWIT Florida P.E. No. 56425
"SE
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHEDULE
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JOB NUMBER
S5J0019A
SHEET NO:
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S AND 111E METAL
:H THEY REPRESEN
IODUCT OF NUCOR
US. THE REGISTER
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ON THESE ORAMNI
BY NUCOR BUI DIN
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14'-0' 14'-0' 14'-0'
(3) MK. G8Z (3) MK. G8Z (6) MK. G8Z (3) MK G8Z (6) MK. G8Z
8Z060 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8ZO60 GIRTS 8ZO98 GIRTS
THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O.
25'-0" 25'-0" 25'-0' 25'-0" 25-0" 25'-0"
300'-0"
13 12 11 10 0
FIELD NOTE: FIELD WORK AS REO'D.
FIELD DRILL 9/160 HOLES
IN EXISTING COLUMN AND
EXISTING CANOPY BEAM
WHERE NECESSARY TO
RECEIVE GIRTS.
SEE DWG.D 1, D2, D3 FOR DETAILS.
25'-0"
(4) MK. G8Z
8ZO98 GIRTS
THIS BAY U.N.O.
—25'-0"
(4) MK. G8Z
8Z060 GIRTS
THIS BAY U.N.O.
1 (4) MK. G8Z
8Z060 GIRTS
THIS BAY U.N.O.
1 (4) MK. G8Z
8ZO60 GIRTS
THIS BAY U.N.O.
4 'K. G8Z
8Z086 GIRTS
THIS BAY U.N.O.
25'-0"
25-0"
25'-0"
25'-0"
S I D EWALL ELEVATION AT LINE B
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1) (*) INDICATES
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SHEET
E2 of —
2) (•) INDICATES
A
NESTED GIRT(08Z086).SEE DETAIL 3/D3, 4/D3.
3 FRAMED OPENING JAMBS = 08S125 , HEADER = 08S076 Corey D. Norris, P.E.
( ) ) 200 Whetstone Road
Swansea, S.C. 29160�
IT U-SE
Florida P.E. No. 56425
FOR pE_
. - - n ITDs SEAL PERTAINS ONLY
8@ ® MATERIALS ULS BUILDING /w0 5
BY OR BU COR ORPO
EPI
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS SUILDDIVISION of NUCOR CORPO
THE DRAWINGS AND THE I
GA(V 9E MADE. Afd1' REQUEST FOR CHANGE WILL REMf}} BURDDIG WHICH THEY
RD
ARE THE PRODUCT OF NI
RUIOFE SYSTEMS. . THE RB
THE PROJECT FROM THE SCHEIkH E PROFESSIONAL ENGINEER
SEAL APPEARS ON THESE DI
IS EMPLOYED DO NU BI
SYSTEMS AND GOES NOT SE
OR REPAESENT THE PRO
ENGINEER OF RECORD AND
NOT BE CONSTRUED AS 5
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FIELD NOTE: FIELD WORK AS REQ'D.
FIELD DRILL 9/160 HOLES
IN EXISTING COLUMN AND
EXISTING CANOPY BEAM
WHERE NECESSARY TO
RECEIVE GIRTS.
SEE DWG.D1 , D2, D3 FOR DETAILS.
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EN DWALL ELEVATION AT LINE 1
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;ram
1)
;ram
1)
INDICATES A
BOX BEAM (2-08C 105).
JAN 2 4 2.O05
2)
(•) INDICATES A
FREMED OPENING 24'-0"xl6'-0"
3)
(*) INDICATES A
FREMED OPENING 4'-0"x 4'-0"
Corey D. Norris, P.E.
200 Whetstone Road
4)
FRAMED OPENING
JAMBS=(085125), HEADER=(085076)
Swansea, S.C.29160
Florida P.E. No. 56425
5-- F R P ER" M I T U VS"* E u" N LY
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
`
CAN RE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHE»ULE
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BUILDING WHICH THEY R
ARE THE PRODUCT OF
AS
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FIELD NOTE: FIELD WORK AS
FIELD DRILL 9/160 HOLES
IN EXISTING COLUMN AND
EXISTING CANOPY BEAM
WHERE NECESSARY TO
RECEIVE GIRTS.
SEE DWG. D 1 , D2, D3 FOR
REQ'D.
DETAILS.
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JOB NUMBER
S5JO019A
EN DWALL ELEVATION AT LINE 13 JAB 2 20� sHEEi No-
E4- of -
1) INDICATES A FREMED OPENING 1 6'-0"x14'-0" Corey D. Norris, P.E.
200 Whetstone Road
2) (*) INDICATES A FREMED OPENING 4'-0"x 4'-0" Swansea, S.No.29160
56
Florida P.E. No. 5642525 z/l
3) FRAMED OPENING JAMBS=(08S125), HEADER=(08S076)
THIS SEAL PERTAINS ONLY TO THE
4) (•) INDICATES A NESTED GIRT (0 8 Z 0 8 6) .SEE DETAIL 2 / D 3 . MATERIALS F, NUCOD CANDORPORATION,
SUPPLIED
BY NUCOR BUILDING SYSTEMS, A
O HE DRAWINGS OF NUCOR CORPORATION.
TIME GHIH AND THE METAL
PERMIT
USE ONLY
BUR FES ONICN THEY REPRESENT
ARE THE PRODUCT OF NUCOR
MtNG SYSTEMS. THE RECISTEREI
PROFESSIONAL N THE ER WHOSE
FOR SEAL APPEARS ON THESE DRAWINGS
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS IS EMPLOYED BY NUNOT BENDING
SYSTEMS
REPRESENT THE PROJECT AS
U/-\1VUr T r1-CULJ.
Ln
LJ7
d
2'-11 5 16"
/ I I —
a III MAR02
CONT.
13'-6"$,_0„ I SELF SUPPORTING/
FINISH CBL WALL
cJ T FLOOR �:: r •.. _ ... .
4.-6
O
MAIN BLDG. ,
\\\13 I
I
FLOOR
ENDWALL ELEVATION AT LINE 2.9
1) ( • ) INDICATES A NESTED GIRT(08Z060).
SEE DETAIL 4/D3 FOR REQUIREMENTS.
0
t
13'-6" M
I
0
FLOOR
=
z
0
w
2
Q
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Ljj
w
C'
STEE
2'-1 1 5/16"
MAR02 III 4
CONT.
BLDG. I T 13'-6"
SELF SUPPORTING $,_0„
CBL WALL I FINISH
cT
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J
_z
U
Q
(/)
(2) MK. G8Z
8Z060 GIRTS
m
w
THIS BAY U.N.O.
U
=
0
1 STEEL LINE
B A
ENDWALL ELEVATION AT LINE 4.1
1) (•) INDICATES A NESTED GIRT(08Z060).
SEE DETAIL 4/D3 FOR REQUIREMENTS.
F, 0� r fj"E R' MITu b E 0 N
T.
THIS IS NOT AN APPROVAL SET NO CHANGES OR REVISIONS
CAN BE MADIIE,TH
L WREQUEST FOR CHANGE VAL
EB FROM THE SCHEDULEL REMOVE
Corey D. Norris, P.E.
200 Whetstone Road
Swansea, S.C. 29160 C
Florida P.E. No. 56425
JAN242005
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JOB NUMBER:
S5JO019A
SHEET NO:
E6
of
—
I-RS SEAL PERTAINS ONLY TO THE
ATERIALS DESIGNED AND SUPPUEE
BY NUCOR BUILDING SYSTEMS. A
LMSION OF NUCOR CORPORATION.
ERECTOR NOTE. UNLESS SPECIFICALLY NOTED OTHERWISE. STD. t/2' a307 BOLTS AFIOym 2' 4' 2 3'-6- ZEE GIRT \ u
(MIT FIV
STANDARD ZEE GIRT ORIENTATION FOR NUCOR BUILDING SYSTEMS IS TO HAVE MK. H0500 FIELD DRILL(2)-9/160 HOLES EXISTING CANOPY BEAM \
THE GIRT TOED DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW.REQUIRED)---,_,
IN WEB OF CANOPY BEAM 1'-6' AFj
(NO WASHERS REQUIRED) FOR GIRT CONNECTION. 16-6
C. dwoPY BEAM
UNLESS SPECIFICALLY NOTED OTHERWISE. STANDARD CEE GIRT ORIENTATION I 8' GIRT c�jP dR15/ a
FOR NUCOR BUILDING SYSTEMS IS TO HAVE THE GIRT TOED UP AS SHOWN OUTSIDE FLANGE 8' GIRT 8- GIRT EXISTING J/
IN THE DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE GIRT. CUP GFIOI CUP On COLUMN O.F
HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE ABOVE THE GIRT GIRT LAP BOLTS NOT SIDEWALL CUP Mx. T--- SECT. "A" W
OR THAT THE GIRT BE TOED DOWN. SHOWN FOR CLARITY. 1
REFERENCE THE STD. R.
(REFER TO THE GIRT DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS). SECOND LAPPED j m x
LAPPED GIRT DETAIL I _ I IVA
"i1 1 R4�
GI 'FOR THOSE GIRT Lf REQUIREMENTS. 1 1 1 o
BOLTED OR C I t' n III ZEE GIRT CEE GIRT WELDED GIRT IRS THIN HEAD �/2" BOLT .(MK. HO515 CLIP N I �aLIP(NO WASHER REQUIRED)OInwl WFIRST LAPPED GIRTJj3/4' 6 1 2' 6 1 2' � I
W W STD. 1/2' A307 LC IDLE UK. MAGOI GIRT ANGLE MK. MAGOI
w w NUTS MK. H0400 w 2 H1020 1/4- 2 3 4 3"
r NI NI
WANGLE FROM CIRT WITH (2) H1020 (FIELD
TO WEB OF CMXOPY BEAM) tlQTE:TOP FLANGE NO CUTTO LENGTH)
ZEE GIRT ORIENTATION CEE GIRT ORIENTATION y SHOWN FOR cLAarrc• END OF COLUMN ENDWALL
N O LINE GIRT 1,_4• a 0
LAPPED GIRT DETAIL - CORNER GIRT DETAIL 4 p W _o
STANDARD GIRT ORIENTATION DETAIL 8 LAPPED GIRTS O INTERIOR BAY COLUMNS Q GIRT DETAIL CAD CANOPY 3 o p z o
c SEE GIRT DETAILS FOR GIRT CONNECTIONS U •• THE THIN HEAD 1/2- A307 BOLT MUST BE INSTALLED INTO THE FIRST U 8- GIRTS O CANOPY BEAM U 8' BYPASS ENDWALL GIRTS WITH 8" SIDEWALL GIRTS D 1 t O N N
GIRT AND CLIP OF A LAPPED CONDITION. THE BOLT/NUT ASSEMBLY MUST NOTE: USE (5) 1/2 X 1 1/2' A307 BOLTS HO500/NUTS H0400 D NOTE: USE (10} t/2'x 1 t/2' A307 BOLTS HDSOD/NUTS H0400 F�-- CV
V (COLUMNS NOT SHOWN) REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS Cn � I
BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED GIRT BEING INSTALLED. REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS f W CV 00 I
FIELD NOTE: N FIELD NOiEc FIELD NOTE- CANOPY 16'-0' BUILDING � E D
FIELD DRILL(2)-9/164 HOLES ZEE CRT \ FIELD OWLL(2)-9/16e HOLES NDTE:TOP FIANCE NOT FIELD DRILL(2)-9/1OPY6o HOLES STEEL LINE STEEL LINE ` U L0
FOR GIRT CONNECTION. COLUMN 12•-6' - SHOWN FOR CLARITY. FOR GIRN WEB T CONNECTION _ - i
IN WEB OF CANDPY BEAM
COLUMN AFF FOR GIRT CONNECTION. )1 MTOP FLANGE NOT C-4
(�P SHOWN FOR ClARli-F c Q GD O
USE (1) 1/2- X 1 GCw[IB AT B' f52T5 EXISTING CANOPY BEAM EXISTING CANOPY BEAM _ �- —� 2 1/2' p w��00
1/4- THIN HEAD BOLT -- I rt: CANOPY BEAM OpY BFAN- O v)
HO515/ NUT H0400 —T Lij
EXISTING I w 16'-6- A.F.1/4'= o z
AT THIS LOCATION. I COLUMN O.F I S W t2RF ELEVATION N 2 >� � ¢ z X
REFER TO THE 1 _ SECT. "A" 8' GIRT 8' GIRT L _— _ _ _ 3 O x 2 O
"LAPPED GIRT DETAIL- 1 1 1/2 CUP Gfl0
FOR ADDITIONAL 3/q- 1 3/4- 1 CUP GFlO7 EXISTING HOLES
ELEVATION I II Ot \�� 0-
INFORMATION. GIRT 1 CANOPY BEAM I o= z: O
A" 1 SEE SIDEwALL ECA 0=4 II n = Y
FOR WALL GIRL IIX:/'e v�
ROyI Cl 1•j \ " [�I �l I Ip 5
I;. I�., I, I I n` C11 o I II "��
o :I I !" _® I II li z
Im
1 = II o vi
I - FlrX�NDTF: I W
_ CLIP MK- S. " FIELD DRU(2)-9/160 HOLES I I w 0
GCWOB - Be GIRTS GIRT 1AP GIRT LAP 3/4 6 1 3 4- IN WEB OF CANOPY BEAM
FOR GIRT CONNECTION. RT AS REOUIRED >
—GCWIO-AT-IO-GIRTS (SEE ELEVATION) (SEE ELEVATION)
GIU10%M1t.JN+GOX `I CLE MK._WGOI ��il-7EXISTING
WGCB11 AT 12' CIRTs 2 Ht 20 Y_—W 2 H102D --
DIM. A" = 4' AT 8- do 10- CIRTS ANGLE FROM GIRT ANGLE FROM GIRT ~=8AT 12' GIRTS TO WEB OF CANOPY BEAM) 0 TOwEIn 8 OF CANOPY BEAM) COLUMN FLANGE
SW OR EW GIRT DETAIL
5 0 8" GIRT TERMINATION DETAIL 6 0 8" GIRT TERMINATION DETAIL 7 o CANOPY STRUCTURAL DETAIL 8 N z
LAPPED BYPASS GIRTS AT INTERIOR BAY COLUMNS D 1 U 8 GIRT TERMINATION O CANOPY BEAM U 8 GIRT TERMINATION O CANOPY BEAM 0 -'
NOTE: USE (9) 1/27x 1 1/2- A307 BOLTS H0500/NUTS H0400 NOTE: USE (4) 1/2-X 1 1/2- A3D7 BOLTS H050D/NUTS H0400 D 1 '' D 1 'LOIN SIDE AT EAVE' WITH BYPASS GIRTS
NOTE: USE (4) X/2% 1 1/2A307 DOLTS HOS00/xurs HD40O
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIRENENTS REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOIRREMENTS REFERENCE ERECTOR NOTE FOR TYPICAL WASHER fiEOUREYENTS D 1 U m u
N W
DIM. %L" = 4- AT 8' do 10' GIRTS iv SIDEWALL 1 cj
w w
ZEE GIRT = 8- AT 12' GIRTS 2EE GM a ¢ W a
_LfEZEE GRT CLIP _ lY-6' W m W
AF,F FIELD NOTE: B• GIRT ;L 2 ?�
13•_6" GCC03 e' GIRT @ A IVi ¢ O W O:
FIELD ORILL(2)-9/160 HOLES AFF PERMIT
U o NaP 8 I F G OF EXSRNG COLUMN -£COLUMN CllP YK. USE [( nj L ... J
GLYNB AT 8' pRiS/ FOR GIRT CONNECTION CUP MK -- IT--- 2- 4- p•IP COLUMN CCVIOB AT B' "IS `✓`� 999
-// ___ �p,DB u 8' GIRTS 1 GCCO3 ' JOB NUMBER:
COLUMN O.F ---T EXISTING I - — SIDEWALL 4'---T--- MN WEB THIS i5 NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
1 COLUMN WEB -! _ 1 S5J0019A
SECT. A" I I — _ I . SECT. A" CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
1 ' 1/2' SECT. A" 1 I I : f- THE PROJECT FROM THE SCHECtlLF SHEET NO:
C.
=1 1 1`I 5 L a Tr MMOUT SIDE FLANGE
A" -!• — —En I I I \ !• NOT SHOWN FOR CLARITY.
! - I - TE:OUT SIDE FLANGE " - -'L--- `
W NOT SH
NOOWN FOR CLARITY. Z �+ — — I •! " 1
3 1'-4' 3 3 %6-
' CUP MK.I ` 2 `� 3 3 -- - Z Corey D. E. f
-.- ; W Norris, P
s1oEWALL GCWO8 AT 8' GIRTS _ ::
GCW10 AT 10- GIRTS I I I c A" I I - u
200 Whetstone Road
GC811 AT 12' GIRTS
c $ - .1 A" FIELD NOTE• Swansea S.C. 29160
w o i_^ m FIELD ORILL(2)-9/160 HOLES Florida P.E. No. 56425
W o IN WEB OF EXISTING COLUMN
_ _ _ _ FOR GIRT CONNECTION.
N GIRT v roii rc THIS SEAL PERTAINS ONLY TO THE
1/4" EGIRT �{ COLUMN ENDWALL ENDWALL '^' — — — — ✓� �•a MATERIALS NUCOR BUILDING AND SYSTEMS. SUPPLIED
STEEL 1'-4" Y Y _ I s =VISION OF NUCOR CORPORATION.
Cd
��L THE DRAWINGS AND THE METAL
O LINE O � u+•I ENDWALL BUILDING WHICH THEY REPRESENT
rn Lrt ARE THE PRODUCT OF NUCOR
GISTERIEE
O GIRT TERMINATION DETAIL 9 0 8" GIRT TERMINATION DETAIL 10 00 8" GIRT TERMINATION DETAIL 1 1 JAN 2 4 Z0G5 LDFEING SYSTELXS. THEI WHOSE
PROFESSIONAL ENGINEER WHOSE
SEAL APPEARS ON THESE DRAWINGS
L) POST k BEAM ENDWALL U U IS EMPLOYED BY NUCOR 6NLDV4c
D 1 NOTE: USE (R 1TOR 1 NOTE
A3O7 BOLTS HOSOO/NUTS H0400 NOTE: USE (R 1/2-% 1 1/2' A307 BOLTS NO500/NL1T5 N04OO D 1 SY ORMS AND ENT E SERVE AS
NOTE: USE (6) 1/2-x 1 1/2- A307 BOLTS HO500/NUTS H0400 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIREMEMS D 1 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS OR REPRESENT THE PROJECT
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIREMENTS
ENGINEERAND HALL
NOT BE CONSTRUED AS SUCH.
DIM. A- 4' AT B" & 10- GIRTS
I DIYI' AT B' & 10" GIRTS
DIM. C: B- AT B' & To- GIRTS
DIM. A- 4" AT 8' & 10- GIR15 DIY. Be 1' AT B- & TO- GIRTS DIM. C- B- AT B- & To- GI
DIM. A. AT 12' GIRTS
DIM. AT 12" GIRTS
DIM. CAT 12 GIRTS
DIM. A- AT 12' GIRTS DIM. Be AT 12" GIM DIM. C- AT 12- GIRTSIFN
4 1/4' 8' & 10' GIRTS
I 5 1/B- 12" GIRTS I
IFRFCTOR NOT
-UMLL MULLb O N STED ZEE GIRTS
& DOUBLE CEE GIRTS IF REQUIRED.
(6) TEK 3
SCREWS H1020 GIRT
NOTE:
INSTALL CUPS ON JAYS
BEFORE STANDING JAMB. USE 1 1 4'
(6) H1020 BoxBEAMz
a
FRICTION CUP S: •. t' t." `;�
:LV.:S..
LEVEL TO ALIGN GIRTS
ADJUST CUP AS REQUIRED.. 4' FRICTI N I
MK. J p(�
MKI( 1 j qTp
FASTENERS
W
:C
V
Y
MK. JCP02 O B' EO "•`•'
�
MKP JCT01
,JI
1 2 3 12'
Chi
MK. JCP01 O 10'
A
CLIP
z
v>
YK. JCPOS O 12
-
A MK. JCTOI
o
�
C
B � I I
CLEAR OPENING
EO
C
CLEAR OPENING I 4,/8,
II I I I
`
E
3- I I I I
ION CUP
I
NOR JAMB I I
III
MKS B-
I I
4 /8
3- III I I I
MK. JCAO1 O 10-
MK. JCA03 O 12'
I I I I
�7ICTI�N p
Luu1IKK(. ,JI�CQPpp2]C�pO Bp_, / I I
_
- —' •�(I�-
` I I
W
N
N
EO (ATTACHMENT TO
MK: JG'03 O �2J
STEEL UK SLAB BY OTHERS)
I I I I
DOOR JAMB I I I I
N J EO
I I I
DOOR JAMB ---,,,,,..I I I I
N
DO DOOR JAYS
I I I I
DIRT
DO
v I I I I
a
JAMB TO FIN- FLR CONN
o DOOR JAMB - TO GIRT CONN 2
GIRT TO JAMB CONN 3
DOOR JAM 0 BOX B CO 4
Yo
`
O
z N
- CN
I CV
CJ NOTE: USE (2) 1/2�(1 t/2' A707 BOLTS NO500/NUTS H0400 D`z
0 NOTE: USE (4) 1/2'X 1 1/2" A307 BOLTS H0500/NUTS H0400 D2
V NOTE: USE (4) 1/2'X 1 1/2" A307 BOLTS H0500/NUTS
D�
NOTE: USE (4) 1/2' x 1 1/2' A307 BOLTS H05DO/NUTS H0400 D2
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIREMENTS
U REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUREMENTS
M0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIRELIENTS
Cn CT7
N
FIE NOTE.
FIELD DRILL(2)-9/164 HOLES (f
IN O.F OF EXISTING COLUMN Y-�
FOR GIRT CONNECTION. r_6. AFF
r
'C COLUMN 1Y-
DIM. A" = 4- AT B' & 10' GIRTS
FIELD NOTE: = 8' AT 12- GIRTS ivZEE
>
FIELD DRILL(2)-9/16o HOLES ZEE G60
IN O.F OF EXISTING COLUMN 12'-6'
FOR GIRT CONNEC710N. AF.F
GIRT
3*-6- CIRf ELK C
7'_6• AFF L COLUMN
I
--- �(�---
- - '"-�
_
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it
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CV
T'7
CUP YK.
---'T--- 16'-6 ICC*GB 8' GIRTS STING SECT. A"
I COLUMN O.F
- I CLIP IOC
- T--- GCW08 AT 8" GIRTS
i2'- CUP IIX.
I6'-6 STING i Ap
GMU �ECT. %4p I
COLtlMN O.F
_;
_
rcn
_O
Cc) LL3�C0
O
clRr CLIP I
GCWOB O S' GIRTS i .
I EXISi1NG
1 1 1/2' COLUMN 0.F
�A"
FRICTION CUP CRT
0
W
X Z X
GIRT I A FRICTION CLIP
( SECT.
UK. JCP02 O 8' _
— J— --
�
C 3 V
UK. JCP02 O 8'
GIRT Ap
,
LL
- --
r
I I I
W I I
CLEAR
I I I
I I I I I I CLEAR
a I I CLIP MK. I SIDEWALL
OPENING
I
OPENING
GCW08 AT 8" GIRTS
I
I
L. J
g I GCW10 AT 10' GIRTS
GCBi1 AT 12GIRTS
_ J W -
CL
d'
Z
-
_
1/2-}7I F•I-3/4' 1 1/2'-1 r 1 1/2' GIRT CUP
j 1
0cn
N 1 1/Z rt 1/2 I�--1/2
N i1I11r1li GCWOS O B' GIRTS
JAMBEn
Ld
U
13/4-I-I
1 rl 1=t11+11
O ,IAMB
R q COLUMN 1 4'
ENDWALL END OF /
FIELD NOTE:
p" FRICTION CLIP
EA
FRICTION CLIP
MK. JCA02 O 8`
1 _4'
FIELD DRILL(2)-9/164:..L.EsWGIRT— uK. JCA02 O.8"
-IN-O.F-OF-E%LISTING-C-
FOR GIRT CONNECTION
v1
M SW OR EW GIRT DETAIL 5
GIRT TERMINATION DETAIL 6
o SW OR EW GIRT DETAIL 7
N
z
En
g
4
(,) FRAMED OPENING (RIGHT OF COLUMN) O BYPASS CIRT CON D1T10N D2
LLL POST & BEAM ENDWALL D2
0 FRAMED OPENING (LEFT OF COLUMN) O BYPASS GIRT CONDITION D2
NOTE: USE (10) 1/2' X 1 1/2" A307 BOLTS H05DO/NUTS H0400
C) NOTE: USE (6) 1/2-x 1 1/2- A307 BOLTS H0500/NUTS HD400
NOTE: USE (10) 1/2' X 1 1/2- A307 BOLTS H0500/NUTS H0400
V
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
12 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
Ld
U
Gi
I W
W
Ly
PERMITW
a
ouj
W�
IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
JOB NUMBER:
1 4- (z) 1,2'x 1 ,,z• A307
THIS
ANY REQUEST FOR CHANGE WILL REMOVE
CARRIAGE BOLTS „OSIO/NUTS
CAN BE MADE.
SWOO 19A
H0400
THE PROJECT FROM THE 80HEMU -
SHEET No:
JAMB
D2,1-.of _
LI HCJO B ;.OR ,D-
Corey D. Norris, P.E.
MX. HCJ02 O 12-
MK.
200 Whetstone Road
Swansea, S.C. 29160
Florida P.E. No. 56425
l'
N`
O^
AIA- yy
@rydi
THE
ONLY TO THE
THIS MATERIALS
1THIS SEA O ERTAI D AND SUPPLED
DESIGNED
DOOR HEADER
BY NUCOR BUILDING SYSTEMS, A
OF
DNISION OF NUCOR CORPORATION.
06
THE AND THE METAL
BUILDING WHICH THEY REPRESENT
0
0
1
21J��
2 r
ARE THE PRODUCT OF NUCOS
ING SYSTEMS. THE REGISIERE
O ('�
HEADER TO JAMB C O N N
JAB
PROFESSIONAL APPEARS NNTHE ER WHOSE
SEAL APPEARS ON THESE DRMAINCS
0
6 EMPLOYED BY NUCOR BUILDING
SYSTEMS AND DOES NOT SERVE AS
OR REPRESENT THE PRauECT
<i
NOTE: USE (2) 1/2-X 1 1/2- A307 BOLTS HOSOD/NUTS M0400 ( U.N.O.) D2
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQULREMENTS
_ _
ENdNEER OF RECORD AND SHALL
NOT BE CONSTRUED AS SUCH.
+ BAY SIZE (VARIES) +
ENDWALL
BAY SIZE VARIES
,
HAND TIGHTEN @BURR
GIRT LAP i 1" 1GIRT LAPI
BAY SIZE VARIES
THREADS (TYPICAL AT
STEEL LINE
JCS__ CLIPS)
FACTORY CUT i
WEB OF
WEB OF
W
NESTED GIRr
r - - EXISTING
• •
d
CEE CHANNEL
CANOPY
CANOPY
0
END OF END OF
NESTED GIRT
Lo- o BEAM
NESTED GIRT B
— r
GIRT GIRT
3 4' 3 4"
I 5'-0'
MAX, I TYPICAL GIRT
TYPICAL GIRT
N
Li
SC
S•-O-
I I
SCREWS
•
o- 91 • l�
O-J • L-O O-J
JAMB CUP
MAX. I I
---- ------- I
--t -- �
I ---- -----UK.
ics
HEADER I
o 0 0 o f • i o 0 0 0
1
La
WEB OF z
EXISTING J
WEB OF '
Mx. HBC_ I
REWS 20
O O 11 O f ♦ + o 0 0 0
!1�
GIRT COPY FACTORY PUNCHED W
N OLES FOR 1/2- P:
jiQjF;TOP FLANGE NOT $IOEWALL 9/1 61/2 HA307
GIRT EXISTING FACTORY PUNCHED
CANOPY
ED %TOP FLANGE NOT B 9/16" 0 HOLES FOR 1/2" 0
N
-Jk- I
j COLUMN FACTORY PUNCHED
BOLTS% UTS
SHOWN FOR CLARITY. FILL ALL HOLES)
(
EAM
SHOWN FOR ttARITY. x 1 1/2" A307 BOLTS/NUTS
_n
B MK_
— _ — _ _ — Jac_
9/16" HOLES FOR
GIRT
(2) 1/2" 0 x 1 1/2' A307
BOLTS/NUTS (TYPICAL)
REFER TO THE STANDARD THE NESTED GIRT WILL BE THE
FLUSH GIRT DETAIL FOR CLIP SAME LENGTH AS, AND HAVE
(FILL ALL HOLES
REFER TO THE STANDARD THE NESTED GIRT WILL BE THE
FLUSH GIRT DETAIL FOR CUP SAME LENGTH AS, AND HAVE
c
z
FRAMED OPENING20'-0" MAY.
MARK NUMBERS AND BOLT THE SAME PUNCHING AS THE
MARK NUMBERS AND BOLT THE SAME PUNCHING AS THE
A.
I I
QUANTITIES AT THE GIRT TO TYPICAL GIRTS IN THE BAYS
QUANTITIES AT THE GIRT TO TYPICAL GIRTS IN THE BAYS
a
A. TYPICAL FRICTION
COLUMN CONNECTIONS. THEY ARE REQUIRED.
COLUMN CONNECTIONS. THEY ARE REQUIRED.
IL�
•
MKPJCP02 O B'cj
NESTED GIRT®FACTORY LOG. F.O. 2
ENDBAY FLUSH NESTED GIRT DETAIL 3
FLU H NESTED GIRT DETAIL' 4a
Y
�_
IA
LLJ o CD �---
o-
a .REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D3
� -REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D3
-REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS D3
— — —
t
O N
ICUP MK
CUPJCA0
0 -THE QUANTITY OF 1/2" x 1 1/2" A307 BOLT/NUTS VARIES
o •THE QUANTITY OF 1/2' x� 1 1/2" A307 BOLTS (MK. H0500) &
o •THE QUANTITY OF 1/2" x 1 1/2" A307 BOLTS (MK. H0500) &
N — NZEE
O 8'
I
UDEPENDING ON THE BAY SIZE.
NUTS (MK. H0400) VARIES DEPENDING ON THE BAY SIZE.
NUTS (MK. H0400) VARIES DEPENDING ON THE BAY SI.
N p0 I
GIRT
H8C MK.
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NW
=
O 00
In OrMCAA.L
1 3 a' a'
BOX BEAM XIS ND UMN
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SECTION "A'
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CUP JCP02
JL= 4 =IL
— — — — — — —
/ ENDWALL GIRT
I e0
FACTORY WELDED
om
TIE -PLATE
ZEE GIRT
_ CUP MK: GCB01 I B
Z
•A*
"B"
CLIP MK:GCB01 I
O U
w
I I 0 8- OR 12' GIRTS
1 1 2" - 1 1�2"
CUP MK. GCPO_ I I 0 10" GIRTS
a SECT�or8•
FIELD NOTE:
FIELD F_CDETAIL A
j
i
>
NO.FOE IS1NENDWAII-
N
COLUMN FOR BOX BEAM
—
LOUVER WINDOW FRAMED OPENING DETAIL 1
N
GIRT TO PURLIN CONN 5
CONNECTION,
COLD —FORMED BOX BEAM AT ENDWALL 6
U
E
�.
Z
0
S' JAMB TO CEE AT EW.6 1,0001 D3
c NOTE: USE (28) t/2' x t 1/2' n307 BOLTS H°50°/NUTS H040°
USE (6) 1/2" x 2" A325 BOLTS H0603/NUTS H0300 D3
I`
U Br -PASS GIRT AT ENDRALL PURUN D3
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
USE (8) 1/2" x 1 1/2" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
U j
j
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
L
U
1
m U
W I W
W
DIM. "A' = 4' AT 8' & 10" QRTS N
= 8" AT 12" GIRTS ZEE GIRT
nv
A LF
DIM. A" = 4' AT 8' & 10' GIRTS iv
ZEE GIRT
= 6' AT 12" GIRTSGIRT
fl� °� AFF
;'���(Q•
ON
a
" (' I F
J
LLJ 0.
LLJ ~
a" OR 10' GIRT
COLUMN
FIELD NOTE- 16�-6
FIELD DfULL(2)-9/16R HOLES
FIELD DRILL(2)-9/t6� HOLES COLUMN 16'-6
N O.F OF EXISTING COLUMN
U cSE
E��, 111MIT
JOB NUMBER:
IN O.F OF FOR GIRT CONNECTION. COLUMN CLIP . 8" �
---T
FOR GIRT CONNECTION. I
---?-
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
WILL REMOVE
S5J0019A
`-
1 1/2' EXISTING
1 1/2-
CAN BE MADE. ANY REQUEST FOR CHANGE
CUP Gcc02
COLUMN Of3/4'
6FiE PROJECT FROM THE SCHEDULESHEET
I SECT. A"
I SECT. A"
D3 of
3/4.
_
8" GIRT
GIRT I
I GIRT
I— 0
Corey D. Norris, P.E.
' A
T$,
— —
W
IT W
200 Whetstone Road
7
CCWOB AT B' GIRTS
1 I
Swansea, S.C. 29160
GCW10 AT 0' GIRTS
GCB11 AT 112' GIRTS
Florida P.E. No. 56425
0
W
O A"
0
1 C
O CLIP MK. "A"
TO -TrE
MAITERIALS DESIGNED AND S SEAL ERTAIRS YSUPPLIED
w,
Y
DO I
GCW08 AT 8' GIRTS -4 •
GCWIO AT 10- GIRTS
ByNUCOR BUILDING SYSTEMS. A
DITHE DRAWINGS THE MET&
O
O
O GCBI I AT 12- GIRTS
AANND
BUILDING WHICH THEY REPRESENT
S
o SW OR EW GIRT TERMINATION DETAIL $
o SW OR EW GIRT TERMINATION DETAIL 9
JAN 2 � 20��E
THE PRODUCT OF NUCOR
P�ROFEMO d'NEERY OSE
= GIRT TO GIRT DETAIL L
SEAL APPEARS ON THESE DRAWINGS
6 EMPLOYED BY NUCOR BUILDING
SYSTEMS MID DOES NOT SERVE AS
OR REPRESENT THE PRaECT
LL
U SIMPLE -SPAN BYPASS GIRT TERMINATION AT INTERIOR BAY COLUMNS D3
NOTE: USE (4) 1/2% 1 1/2" A307 BOLTS H050°/NUTS H0400
U SIMPLE -SPAN BYPASS GIRT TERMINATION AT INTERIOR BAY COLUMNS D3
NOTE: USE (4) 1/2"x 1 1/2" A307 BOLTS HD500/NUTS HD400
U B' OR 10' GIRT TO 8' GIRT
NOTE: USE (4) 1/2-X 1 1/2- A307 BOLTS H0500/NUTS H0400 D3
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
ENGINEER OF RECORD AND SHALL
NOT BE CONSTRUED AS SUCH.