HomeMy WebLinkAbout000-000-007lc,
7
ilL I
OOUNTY OF NUTTY
BUILDING DEPT
J U N 0 1 1994
A.B.C. JOB NO.
GENERAL FOUNDATION NOTES AND CONCRETE DETAILS
1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION.
2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE.
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO
RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN
LOADS TO BE RESISTED BY THE FOUNDATIONS.
4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES. TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS
REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS,
MUST BE SUSTAINED BY HAIRPINS, TIE RODS. BUTTRESSES, OR OTHER DEPENDABLE MEANS.
5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED
OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST UNE.
6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB.
7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE
*1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A *1/B INCH TOLERANCE.
8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
STRENGTH OF 2500 P.S.I. AT 28 DAYS.
9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR
SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR.
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY.
11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS
ARE CONSIDERED THE MINIMUM LOADS TO BE,DEVELOPED.
12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES
GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 1
2 INCH
13 LALL OCATED AT DOORS WHICH 1/2 INCH
PROJECTIONOF PROJECTION (UNLINCH.
ALL BOLTS SHALLVE RAVEHE HAVECONCRETE
A CMINIMUM THREAD SURFACE,
LENGTH /4.PNCH/DIAMETER BOLTS
BOLTS SHALL HAVE LESS THAN THE
PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED UNTIL ERECTION.
14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND
ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. .
BASE ANGLE FASTENER
NOT BY A.B.C.)
MINIMUM 1/4" 0 CONCRETE
BASE ANGLE ANCHOR BOLT 5•-0" O.C.
MAXIMUM SPACING OR
EQUAL BY OTHERS)
BASE ANGLE DETAIL
FINISH
FLOOR
% 1/2" 0 ANCHOR BOLTS X 6"
(SEE NOTES #13.•& #14)
1/2- 0 ANCHOR BOLTS X 6". '
(SEE NOTES #13 & #14)- ••j
I
I F
TYPICAL OVERHEAD DOOR LAYOUT
II II '
II II
II II
II II
II II
1/2- 0 ANCHOR BOLTS
(SEE NOTES #13 & #14)
SECTION "B" - "B"
(OF TYPICAL OVERHEAD DOOR LAYOUT)
REVISIONS
Y 2"
FINISH
FLOOR
F.ris
STANDARD SLIDING DOOR LAYOUT
`o
,.� STEEL UNE
t/Y z- z'
GUIDE ANGLES
(NOT BY A.B.C.) r
I 1�t.
I
OUT OF CONCRETE
(BEYOND)
1/2" 0 ANCHOR BOLTS
(SEE NOTES #13 & #14)
SECTION "D" - "D".
(STANDARD DETAIL OF
STANDARD SLIDING DOOR LAYOUT)
T1/2-
I 0 ANCHOR BOLTS
(SEE NOTES #13 & #14)
SECTION "C" - "C"
(ALTERNATE DETAIL OF
STANDARD SLIDING DOOR LAYOUT)
FINISH
FLOOR
CERTIFICATION AND SCHEDULE OF DRAWINGS
THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM
FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA:
DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: SHEET NUMBER
1. 3.5 PSF METAL BUILDING DEAD LOAD, DL. 1. DL + LL + ML
2, 1,0 PSF COLLATERAL DEAD LOAD, ML 2. Ot' Tol[
3. 20 PSF ROOF LIVE LOAD. LL 3. DL + WIL
4. �` PSF FRAME LIVE LOAD, LL ASC " Z
5. - PSF GROUND SNOW LOAD, Pg.
6. - PSF ROOF SNOW LOAD, SL. 6.
7, _ 0 MPH WIND SPEED (EXPOSURE_C ) 7. E 0 E' OS
B. _3_ SEISMIC ZONE, SZ. 6.
9. 9.
10 OCCUPANCY IMPORTANCE FACTORS
WIND GO
11.
12 SNOW
SEISMIC /•�
THESE
DESIGN
LOADS
(MBMAD9COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE METAL BUILDING
SYSTEMMANU'
STANDARD BUILDING CODE, 19__ EDITION
BOCA NATIONAL BUILDING CODE, 19__ EDITION
NATIONAL BUILDING CODE OF CANADA, 19 EDITION
UNIFORM BUILDING CODE, i9 -2L- EDITION, WIND APPLIED
IN ACCORDANCE WITH ___ (MBMA OR UBC) CRITERIA
THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS
MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS,
TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT
NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS MECHANICAL,
EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A
PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY ERECTION MANUAL.
THE MBMA MANUAL, LATEST EDITION, AND THE ATTACHED DRAWINGS. THE DRAWINGS LISTED ON THIS
SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION.
PRODUCT APPROVALS AND CERTIFICATIONS: '
1. STANDARD BUILDING CODE - SBCCI #9372, 12 BASIC STYLES. _
2. BOCA - #89-56, "E' SERIES BUILDINGS, 12 BASIC STYLES.
3. UNIFORM BUILDING CODE (ICBG) - # FA -285 -CARSON CITY, NEVADA PLANT.
4. INDIANA - 12 BASIC STYLES AS BELOW.
a. M-190860 - SSF --
b. M-190857 - LRF, RF, LRF -M
c. M-190858 - LSS, LSS-M
d. M-190863 - LT -
e. M-',90862 GC, LP2, LP4, LP2-M, LP4-M ,
5. WISCONSIN-# 900007-M: 13 BASIC STYLES.
6. CITY OF CLEVELAND, OHIO DOCKETS S-52-82. _
7. CANADIAN WELD114C BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY.
8. AISC QUALITY CERTIFICATION, CATEGORY MB.
9. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE.
10. PLANT CERTIFICATION AT CARSON CITY FOR OGDEN. UTAH.
11. LONGSPAN PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 71 AS LISTED IN UNDERWRITERS
LABORATORIES BUILDING MATERIALS DIRECTORY.
12. STANDING SEAM 11 PANEL WIND UPLIFT -CLASS 90 (UL 90) NO. 93 AS LISTED IN UNDERWRITERS
LABORATORIES BUILDING MATERIALS DIRECTORY.
13. LOC -SEAM PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NOS. 331, 332, AND 336 AS LISTED IN
UNDERWRITERS LABORATORIES BUILDING MATERIALS DIRECTORY.
14. CITY OF LOS ANGELES FABP.ICATORS LICENSE #1390 AT CARSON CITY PLANT.
BASIC MATERIAL SPECIFICATIONS
PRIMARY FRAMING STEEL
STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM
SPECIFICATION A 36.
STEEL FOR ALL BUILT-UP SECTIONS SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL PROPERTIES
OF ASTM A 572 MODIFIED TO 55.000 PSI MINIMUM YIELD AND 70,000 PSI MINIMUM TENSILE STRENGTH,
OR ASTM A 607, GRADE 55, OR ASTM A 570, GRADE 55.
STEEL FOR ALL ENDWALL "C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM
A 570, GRADE 55.
CFCONDARY FRAMING STEEL
STEEL USED TO FORM PURLINS. GIRTS, EAVE STRUTS AND "C" SECTIONS SHALL MEET THE PHYSICAL AND
CHEMICAL PROPERTIES OF ASTM A 570, GRADE 55.
STEEL USED TO FORM ZINC-COATED
PROPERTIES OF ASTM A 446CGGRADE (D AANDNG EE PHYSICAL CHEMICAL
90 COATING DESIGNATION AS DESCRIBED IN ASTM A 5 5.
ROOF AND WALL PANEL MATERIAL
EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING:
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION
G 90 CONFORMING TO THE REQUIREMENTS OF ASTM A 446 GRADE E. MINIMUM YIELD STRESS SHALL BE
80,000 PSI. THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENG
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION OF RECORD FOR THE OVERALL PROJECT AND IS OQ
G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A 446 GRADE D. MINIMUM YIELD STRESS SHALL BE CERTIFYING THAT THE DESIGN OF THE METAL BUILOVT(
50,000 PSI. COMPONENTS FURNISHED BY AMERICAN BUILDINGS CO
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL, COATING SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE
DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A 792. MINIMUM YIELD STRESS SHALL BE EXCLUDES ERECTION CONTRACT. E STRUCTURE.
CERTIFICATION
80,000 PSI.
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING
DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A 792. MINIMUM YIELD STRESS SHALL BE
50,000 PSI.
SCALE: DATE 0,NER: ICED TOP 210E GpROWER.S
DRAWNBY: A49 $ -94
ioo LounoN: $IGCzS, CA
CHECKED BY: 5uj 5-1j. 9_4ji
DESIGN APP -D. BY: !_?n I�I BUILOER:70LSON DAM2R SE 5
DATE REV. NO.
5-94 .0
5-94 O
5-94
P'. 1-94
F
LA -ALABAMA
ING : 51867901ABC-1ER
ROOF PANELS
TYPE: L OIG SPA A/- CAGE: COLOR:—
ALCM-PAINT WARRANTY: =_ WATER TIGHT WARRANTY:---
UL
ARRANTY:__UL 90 CERTIFICATION:!_
IF SSII: FIXED CLIP:— SLIDING CLIP:_—_
WALL PANELS
TYPE;Lon/ySPAn/ GAGE•26 COLOR LT3TFYL BASE: BA
PAINT WARRANTY:
EAVE TREATMENT
'STANDARD GUTTER W/ DOWNSPOUTS FT O.C. (MAX)
FLANGE BACK GUTTER W/ DOWNSPOUTS __ FT O.C. (MAX)
7—T SIMPLE EAVE TRIM
DELUXE EAVE TRIM
ICE AND SNOW TREATMENT N0:—
TRIM COLORS
RAKE TRIM: 52:55-P70 / EAVE:-TSTPLL
DOWNSPOUTS: — FRAMED OPENINGS: LTSTFT.L
CORNER: LTSTPLL BASE TRIM: BP -SL.
MISCELLANEOUS: -
PRIMER COLOR
r RED OXIDE, * GREYS SPECIAL'
I ROOF FASTENERS
STANDING SEAM II
*'R A. 812 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
�9 B. 814 X 7/8 SELF DRILL HEX HEAD W/ WASHER
C. 812 X 1 1/4 SHOULDER CLIP SCREW
�. D. 114 X 3/4 SELF TAPPING HEX HEAD W/0 WASHER
E. 812 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
,t iK LONGSPAN
.� �K A. 812 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
B. 814 X 3/4 SELF TAP HEX HEAD W/ WASHER
LOC SEAM
A. 812 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
B. 814 X 7/8 SELF DRILL HEX HEAD W/ WASHER
C. 812 X 1 1/4 SHOULDER CLIP SCREW
D. 812 X 1 1/4 SELF DRILL HEX HEAD W/0 WASHER
WALL FASTENERS
LONGSPAN OR ARCHITECTURAL
4 SELF DRILL
XHEAD
WASHER
3c B. 814 X 3/4 SELF TAP HEX HEAD W/ / CLEAR R
CLEAR WASHER
C. 812 X 1 1/4' SELF DRILL HEX HEAD W/O WASHER
SHADOW PANEL
A. 812 X 1 SELF DRILL HEX HEAD W/ NUT BLANK
B. 814 X 3/4 SELF TAP HEX HEAD .
•C. 812 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
INSULATION
NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR
ROOF
WALLS -
RIGID BOARD:_ ROOF: WALLS:— BEARING - PLATE:—
THERMAL BLOCK: BY ABC:_— BY OTHERS:_ (1" THICK ONLY)
SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION)
LOUVERS
WHITE ADJUSTABLE W/ BIRD SCREEN
OTY WIDTH HEIGHT LINER TRIM LINER TRIM
COLOR
—YES —NO
-- .—YES —NO
—_— —YES —NO --
-- —YES —NO
—YES —NO
LINER PANELS
LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR
—YES —NO
--YES —NO --_
—YES —NO —_-
-YES —NO —_
ROUND 20" THROAT WHITE VENTILATORS
OUANTITY -- RIDGE MOUNTED SLOPE MOUNTED
9" X 10' RIDGE VENTILATORS
OTY AT 10' SECTIONS LINEAR FEET CONTINUOUS
ROOF JAXS
Ott TYPE
DK -3 1/4' - 4" DIAMETER
_ DK -5 4" - 7 DIAMETER
'DK -8 7 - 13" DIAMETER
NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVI
OVERHANGS
Ott PROJECTION LENGTH SOFFIT TYPE COLOR CAGE
SW —
SW 26
DOWNSPOUT ELBOWS ONLY: —_ DOWNSPOUT RETURN: —
EW 26
EW 26
PARTITIONS
OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
SPECIAL NOTES
MISCELLANEOUS MATERIAL
1-94
SCALE: OAT P7Ei0 TOP RICS .C7ROWERS
EUFAULA f4%ALABAMA
DRAWN BY: AAS r^ S , CA
CHECKED BY: x--11 1.REV. NC
DESIGN APP'D. BY: T LSJr\1 DRAWING
NUMBER '5131,7901- A8�-�
ROOF CURB FRAMING
WALK DOORS
CLOSER
COLOR
LINER TRIM
LINER TRIM
M
SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS
OTY SIZE
TYPE
SWING LOCKSET
COLOR-
COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY
THE A.B.C. DESIGNER. MAXIMUM LOAD FOR ROOF CURB IS 25008.
2- 3070 __ 6070
2 M _-NL —HG
NN CZ
—YES LINO
WHITE
__YES :LKNO
NY7n F;n7n
_11�_nll —ur
=Y6C •=110
INI IITE
'i C5 —HO
OT,' 1YIDTii LUdi,Srl 3LVYLU Al HIUUE
— — 3070 — 6070
—M —NL —HG
—YES —NO
WHITE
—YES —NO
---
-- --- -- --- --
- — 3070 — 6070
—M —NL —HG
—YES —NO
WHITE
—YES —NO
---
--
ROOF CURBS
FRAMED OPENINGS
Ott OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GALE COLOR
Ott WIDTH HEIGHT
SILL HEIGHT
FR WRAP TRIM
LINER TRIM
LINER TRIM
CO
8' 18
2 �D l4/O
FF
—YES -:kNO
—YES �No
_— 6' 18
--- --
_
—YES —NO
—YES —NO
_
—YES —NO
—YES —NO
SKYLIGHTS / WALL LIGHTS
—YES —NO
—YES —NO
----.
TRANSLUCENT SKYLIGHTS OTY:— SIZE:— 'TRIM—
_
__
_—YES —_NO
—YES —NO
—_--_
TRANSLUCENT 4' 9" WALL LIGHTS OTY:__
—_YES —NO
—YES —NO
—__-
_NO
—YES —NO
--
FACA
- _--
—YES
CLEAR
CORNER
—YES —NO
—YES —NO
---
TYPE 'VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE
UNIT
_
—YES _NO
—YES —NO
—
_
—YES _NO
—YES —NO
--_—
— --
'
FACIA PANEL TYPE GAGE: — COLOR: TRIM COLOR,—
OLORWINDOW$
WINDOW
-
SOFFIT PANEL TYPE: — GAGE: — COLOR: TRIM COLOR:
SELF -FLASHING THERMA-PANE GLASS. BURNISH SLATE
BACK PANEL TYPE : _ GAGE: _ COLOR: TRIM COLOR
OTY WIDTH HEIGHT LINER TRIM
LINER TRIM
-
COLOR
—YES —NO
CANOPIES -SOFFIT
- SOFFIT
_
OTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM
PANEL TYPE COLOR
—YES _NO
-
—YES —NO
.
—NO
_
_
—YES
EAVE TRIM TRIM COLOR: - DOWNSPOUT ELBOWS ONLY:•—
DOWNSPOUT RETURN: —
—
—YES —NO
—
LOUVERS
WHITE ADJUSTABLE W/ BIRD SCREEN
OTY WIDTH HEIGHT LINER TRIM LINER TRIM
COLOR
—YES —NO
-- .—YES —NO
—_— —YES —NO --
-- —YES —NO
—YES —NO
LINER PANELS
LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR
—YES —NO
--YES —NO --_
—YES —NO —_-
-YES —NO —_
ROUND 20" THROAT WHITE VENTILATORS
OUANTITY -- RIDGE MOUNTED SLOPE MOUNTED
9" X 10' RIDGE VENTILATORS
OTY AT 10' SECTIONS LINEAR FEET CONTINUOUS
ROOF JAXS
Ott TYPE
DK -3 1/4' - 4" DIAMETER
_ DK -5 4" - 7 DIAMETER
'DK -8 7 - 13" DIAMETER
NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVI
OVERHANGS
Ott PROJECTION LENGTH SOFFIT TYPE COLOR CAGE
SW —
SW 26
DOWNSPOUT ELBOWS ONLY: —_ DOWNSPOUT RETURN: —
EW 26
EW 26
PARTITIONS
OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
SPECIAL NOTES
MISCELLANEOUS MATERIAL
1-94
SCALE: OAT P7Ei0 TOP RICS .C7ROWERS
EUFAULA f4%ALABAMA
DRAWN BY: AAS r^ S , CA
CHECKED BY: x--11 1.REV. NC
DESIGN APP'D. BY: T LSJr\1 DRAWING
NUMBER '5131,7901- A8�-�
R/F REACT'N @ FIRM. LNS. 1 & 2
B D
REACTION TABLE KIPS
LOAD DESC
WIND A
B
C
D
0.3
2.3
-0.3
2.4
OL+LL
L ->R -3.2
-5.1
' -2.5
3.3
DL+WL->
R ->L 0.2
-1.1
0.7
-0.6
DL+WL<-
WIND _
4.8K
f 4.8K- 4
V 4.8K . 14.8K
)(-DRACING REACTIONS @ COL. Lhl. B `
(WIND DIRECTION MAY BE OPPOSITE)(REACT'N ARE BASED ON 1 BRACED BAY)
< HIGH SIDE >
O
90 0
m I O
O
N
I 1
I. I O
1
1 O
N
Q Q 1
1 I n
o a
a m
CID
I
A
e v < LOW SIDE >
1.0 16.4 1 0
1 2
18'4 OUT TO OUT OF CONCRETE
ANCHOR BOLT PLAN'
)1 AB -.1
BUILT-UP MEMBERS
COVAN 50. X50 -W, OR P-50 FOR
GREATER. GRADE 55 FOR PLATESNESS M N2 3/16-3/16- 55KSIPLATE UMAND MINIM
YIELD STEEL.
1 II
1
12
2107
18'2 -
y0 7 3 oPP
5.01 -p5 HRUP
1 501 ,I
2.11 7 30 I
2 I 2
m
.134 W.E3 RR -0101
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V)
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00
FB -2
m
W
3
1 SRC -0101
11 1'0
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21'0 OUT TO OUT'OF GIRT LINE
A
R/F CROSS SECTION @ FRM. LNS. 1 & 2
RC -0102
1'0
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=ASTMA570
CHANNEL AND ZEE SECTIONS P-55 EOUIVALENT
SI MINIMUM YIELD STEEL.
FiGk
SPAN PANELS
GALVANIZED ASTMA446, GRADE E 80KS1 MINIMUM YIELD STEEL
FEiC.- 1
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DRAWN BY MS 5-94 3200 8TH STREET
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DESIGN APPD. BY: A, 5/ QQ TOLSON�. ENTERPRISES
CITY
II
NUUMBENmBE R' � • 151867901 E-03
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LIGHT GAGE MEMBERS
LIGHT GAGE COLD FORMED CHANNEL AND ZEE SECTIONS P-55 EQUIVALENT
TO.ASTM A570 GRADE 55KSI MINIMUM YIELD STEEL.
LONG SPAN PANELS
�26GX GALVANIZED ASTM A446. GRADE E 80KSI MINIMUM YIELD STEEL
REC IR 1.5)FEC- 1 REC-11.
(1)BA-20
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SIDEWALL SHEETING @ COL.. LN. B
. I . I
BEVEL WA
CUT WASHER
CABLE BRACE OR ROD
ER WEB
BRACE DETAIL
Eos
T CLIP
-IL SHOWN
-1R OPPOSITE
COLUMN
)WALL GIRT
NOTE:
ALL SECONDARY FRAMING CONNECTIONS
SHOWN MADE WITH 1/2"0 X 1 1/4" A307
BOLTS W/2 SAE WASHERS PER BOLT.
ENDWALL CORNER GIRT CONNECTION ( _�
B' INSET S.W. GIRTS / 8" INSET OR FLUSH E.W. GIRTS 1'-0" OVERHANG EO 5
EAVE STRUT BOLTS W/WASHERS 4(U. N.)
(2) 1/Y0 X Y A325
BOLTS W/WASHERS (U. N.)
RIGID FRAME RAFTER
Til
EAVE STRUT PLATE -ESP -1
RIGID FRAME
COLUMN
3/4"0 A325 BOLTS
EAVE STRUT DETAIL
INSET GIRTS LOWSIDE
12 FASTENER
2 PER PURLIN)
GABLE ANGLE �F
GA -1 �I
PURLIN
1/Y0 X 1 1/4" A307 BOLT
W/2 SAE WASHERS
ENDWALL RAFTER
PURLIN CONNECTION DETAIL
BUILT-UP OR HOT ROLLED ENDWALL RAFTER INSET OR FLUSH GIRTS EO 5
EAVE STRUT
(4)A3250 BOLTS/4'
V/H. T. WASHERS
EAVE TOP ET
WELDED)
COLUMN
GIRT
RIGID FRAME RAFTER
3/4.0 A325 BOLTS
(TYPICAL U.N.)
EAVE STRUT DETAIL s
HIGHSIDE EAVE 3YFRSSGIRTS ED$
ASTM A-325 HIGH TENSILE BOLTS
INSTALLATION
TURN OF THE NUT METHOD - A METHOD FOR PRE -TENSIONING A-325 BOLTS.
THE NUT IS TURNED FROM THE SNUG -TIGHT POSITION CORRESPONDING TO
A FEW BLOWS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING
AN ORDINARY SPUD WRENCH. THE AMOUNT OF ROTATION REQUIRED BEING A
FUNCTION OF THE BOLT DIAMETER AND LENGTH.
PER SECTION 5 AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING
ASTM A-325 OR A-490 BOLTS: RECOGNITION OF TORQUE CONTROL METHODS
IS WITHDRAWN BECAUSE OF THE LARGE VARIABLES OF TORQUE -TO -TENSION
RELATIONSHIP FOR SEEMINGLY SIMILAR BOLTS AND CONDITIONS.
NOTES: 1: A-325 BOLTS WILL HAVE A DARKER FINISH THAN A-307 BOLTS.
2. AMERICAN BUILDINGS COMPANY AND ITS SUBSIDIARIES WILL NOT
ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT LOCATIONS. -
3. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLTS WILL
BE INSTALLED IN THEIR PROPER LOCATIONS AS SHOWN AND .OR -
NOTED ON ERECTION DRAWINGS.
4. USE 1/2" OR 3/4" A-325 BOLTS WITH (1) A-325 WASHER
AT ALL CONNECTIONS HAVING SLOTTED HOLES.
5. ALL A-307 BOLTS REQUIRE ( 2 ) A-307 WASHERS PER BOLT.
SIDEWALL GIRT �I
CORNER GIRT CLIP
CCC -1
1/2"0 X 1 1/4" A325 BOLT
W/ONE H.T. WASHER
FRAME BRACE -AS Pr=p1o.
(FIELD BEND)
1/2"0 X 1 1/4" A325 BOLT
W/ONE H.T. WASHER
COLUMN
ENDWALL GIRT
b a
I x
W
o
NOTE:
ALL SECONSARY FRAMING CONNECTIONS
1" MADE WITH 1/2"0 X 1 1/4" A307 BOLTS
W/2 SAE WASHERS PER BOLT UNLESS
NOTED OTHERWISE.
ENDWALL CORNER GIRT CONNECTION / H�
BY-PASS S.W. GIRTS / B" E.W. GIRTS 1'-0" OVERHANG EOS
EXAMPLE (MEMBER_ SIZES)
ElE8054-20.0 = 8" EAVESTRUT EXTERIOR BAY 1:12 14GA. X 20'-0" LONG.
IIE8OS4-20.0 = 8" EAVESTRUT INTERIOR BAY 1:12 14GA. X 20'-0" LONG.
8Z16-21.6 = 8" ZEE PURLIN/GIRT 16GA. X 21'-6" LONG
SEC16-21.0 = 8" CEE PURLIN/GIRT EXTERIOR BAY 16GA. X 21'-0" LONG.
81C16-21.0 = 8" CEE PURLIN/GIRT INTERIOR BAY 16GA. X 21'-0" LONG.
9.5Z15-21.6 = 9 1/2" ZEE PURLIN/GIRT 15GA. X 21'-6" LONG.
9.SEC15-20:0 = 9 1/2 CEE PURLIN/GIRT EXT. BAY 15GA. X 20'-0" LONG.
9.51C15-20.0 = 9 1/2" 'CEE PURLIN/GIRT INT. BAY 15GA. X 20'-0" LONG.
12C15-20.0 = 12" CEE PURLIN/GIRT 15GA. X 20'-0" LONG.
BC4-20.0 = 1/4"0 BRACE CABLE X 20'-0" LONG.
BCS -20.0 = 5/16"0 DO
BC6-20.0 3/8"0 DO
BC8-20.0 = 1/2"0 DO
ALL CABLE BRACES ARE EXTRA HIGH STRENGTH 7 WIRE CABLES UNLESS.
OTHERWISE NOTED.
BR4-20.0 = 1/2"0 BRACE ROD X.20' -Cr LONG.
BR5-20.0 = 5/8"0 DO
BR6-20.0 = 3/4"0 DO
BR8-20.0 = 1'0 DO
BR9-20.0 = 1. 1/8"0 DO
BR10-20.0 = 1 1/4"0 DO
BR11-20.0 = 13/8"0 DO
BR12-20.0 = 1 1/270 DO
INSPECTION:
BOLTS TIGHTENED BY THE TURN -OF -THE -NUT METHOD MAY HAVE THE OUTER
FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE
FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF
NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE
WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE
BEEN BROUGHT TO SNUG TIGHT.
THE SIDES OF THE BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT
WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE
WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY , NO FURTHER
INSPECTION IS REQUIRED FOR BOLTS IN "BEARING -TYPE' CONNECTIONS
BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING ARE NOT DEPENDENT
UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACT IS ADEQUATE
INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT
IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY.
>> BOLT SCHEDULE <<
BOLT SIZE AND TYPE TENSION IN KIPS NUT ROTATION
1/2"0 A-325 12.0 1/3 TURN
3/4"0 A-325 28.0 1/3 TURN
7/8"0 A-325 39.0 1/3 TURN
1 0 A-325 51.0 1/3 TURN
SCALE: I NONE DATE RED TOP RICE GROWERS
DRAWN BY: MS 2-"143200 8TH STREET
CHECKED BY: -*- 5•//0 9¢ BIGGS, CA
DESIGN APP -D BY: {:7Y7 1-516q4 TOLSON ENTERPRISES
PHENIX CITYALABAMA
.ERI%. L BUILDINGS
DRAWING REV.NO.
NUMBER 51867901 E-05 0
SIDEWAIL GIRT
GIRT EXTENSION ANGLE
GEA -1
CORNER GIRT CUP
I
CGC-11L SHOWN
CCC -11R OPPOSITE
i
2 t/Y
T CLIP
-IL SHOWN
-1R OPPOSITE
COLUMN
)WALL GIRT
NOTE:
ALL SECONDARY FRAMING CONNECTIONS
SHOWN MADE WITH 1/2"0 X 1 1/4" A307
BOLTS W/2 SAE WASHERS PER BOLT.
ENDWALL CORNER GIRT CONNECTION ( _�
B' INSET S.W. GIRTS / 8" INSET OR FLUSH E.W. GIRTS 1'-0" OVERHANG EO 5
EAVE STRUT BOLTS W/WASHERS 4(U. N.)
(2) 1/Y0 X Y A325
BOLTS W/WASHERS (U. N.)
RIGID FRAME RAFTER
Til
EAVE STRUT PLATE -ESP -1
RIGID FRAME
COLUMN
3/4"0 A325 BOLTS
EAVE STRUT DETAIL
INSET GIRTS LOWSIDE
12 FASTENER
2 PER PURLIN)
GABLE ANGLE �F
GA -1 �I
PURLIN
1/Y0 X 1 1/4" A307 BOLT
W/2 SAE WASHERS
ENDWALL RAFTER
PURLIN CONNECTION DETAIL
BUILT-UP OR HOT ROLLED ENDWALL RAFTER INSET OR FLUSH GIRTS EO 5
EAVE STRUT
(4)A3250 BOLTS/4'
V/H. T. WASHERS
EAVE TOP ET
WELDED)
COLUMN
GIRT
RIGID FRAME RAFTER
3/4.0 A325 BOLTS
(TYPICAL U.N.)
EAVE STRUT DETAIL s
HIGHSIDE EAVE 3YFRSSGIRTS ED$
ASTM A-325 HIGH TENSILE BOLTS
INSTALLATION
TURN OF THE NUT METHOD - A METHOD FOR PRE -TENSIONING A-325 BOLTS.
THE NUT IS TURNED FROM THE SNUG -TIGHT POSITION CORRESPONDING TO
A FEW BLOWS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING
AN ORDINARY SPUD WRENCH. THE AMOUNT OF ROTATION REQUIRED BEING A
FUNCTION OF THE BOLT DIAMETER AND LENGTH.
PER SECTION 5 AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING
ASTM A-325 OR A-490 BOLTS: RECOGNITION OF TORQUE CONTROL METHODS
IS WITHDRAWN BECAUSE OF THE LARGE VARIABLES OF TORQUE -TO -TENSION
RELATIONSHIP FOR SEEMINGLY SIMILAR BOLTS AND CONDITIONS.
NOTES: 1: A-325 BOLTS WILL HAVE A DARKER FINISH THAN A-307 BOLTS.
2. AMERICAN BUILDINGS COMPANY AND ITS SUBSIDIARIES WILL NOT
ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT LOCATIONS. -
3. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLTS WILL
BE INSTALLED IN THEIR PROPER LOCATIONS AS SHOWN AND .OR -
NOTED ON ERECTION DRAWINGS.
4. USE 1/2" OR 3/4" A-325 BOLTS WITH (1) A-325 WASHER
AT ALL CONNECTIONS HAVING SLOTTED HOLES.
5. ALL A-307 BOLTS REQUIRE ( 2 ) A-307 WASHERS PER BOLT.
SIDEWALL GIRT �I
CORNER GIRT CLIP
CCC -1
1/2"0 X 1 1/4" A325 BOLT
W/ONE H.T. WASHER
FRAME BRACE -AS Pr=p1o.
(FIELD BEND)
1/2"0 X 1 1/4" A325 BOLT
W/ONE H.T. WASHER
COLUMN
ENDWALL GIRT
b a
I x
W
o
NOTE:
ALL SECONSARY FRAMING CONNECTIONS
1" MADE WITH 1/2"0 X 1 1/4" A307 BOLTS
W/2 SAE WASHERS PER BOLT UNLESS
NOTED OTHERWISE.
ENDWALL CORNER GIRT CONNECTION / H�
BY-PASS S.W. GIRTS / B" E.W. GIRTS 1'-0" OVERHANG EOS
EXAMPLE (MEMBER_ SIZES)
ElE8054-20.0 = 8" EAVESTRUT EXTERIOR BAY 1:12 14GA. X 20'-0" LONG.
IIE8OS4-20.0 = 8" EAVESTRUT INTERIOR BAY 1:12 14GA. X 20'-0" LONG.
8Z16-21.6 = 8" ZEE PURLIN/GIRT 16GA. X 21'-6" LONG
SEC16-21.0 = 8" CEE PURLIN/GIRT EXTERIOR BAY 16GA. X 21'-0" LONG.
81C16-21.0 = 8" CEE PURLIN/GIRT INTERIOR BAY 16GA. X 21'-0" LONG.
9.5Z15-21.6 = 9 1/2" ZEE PURLIN/GIRT 15GA. X 21'-6" LONG.
9.SEC15-20:0 = 9 1/2 CEE PURLIN/GIRT EXT. BAY 15GA. X 20'-0" LONG.
9.51C15-20.0 = 9 1/2" 'CEE PURLIN/GIRT INT. BAY 15GA. X 20'-0" LONG.
12C15-20.0 = 12" CEE PURLIN/GIRT 15GA. X 20'-0" LONG.
BC4-20.0 = 1/4"0 BRACE CABLE X 20'-0" LONG.
BCS -20.0 = 5/16"0 DO
BC6-20.0 3/8"0 DO
BC8-20.0 = 1/2"0 DO
ALL CABLE BRACES ARE EXTRA HIGH STRENGTH 7 WIRE CABLES UNLESS.
OTHERWISE NOTED.
BR4-20.0 = 1/2"0 BRACE ROD X.20' -Cr LONG.
BR5-20.0 = 5/8"0 DO
BR6-20.0 = 3/4"0 DO
BR8-20.0 = 1'0 DO
BR9-20.0 = 1. 1/8"0 DO
BR10-20.0 = 1 1/4"0 DO
BR11-20.0 = 13/8"0 DO
BR12-20.0 = 1 1/270 DO
INSPECTION:
BOLTS TIGHTENED BY THE TURN -OF -THE -NUT METHOD MAY HAVE THE OUTER
FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE
FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF
NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE
WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE
BEEN BROUGHT TO SNUG TIGHT.
THE SIDES OF THE BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT
WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE
WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY , NO FURTHER
INSPECTION IS REQUIRED FOR BOLTS IN "BEARING -TYPE' CONNECTIONS
BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING ARE NOT DEPENDENT
UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACT IS ADEQUATE
INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT
IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY.
>> BOLT SCHEDULE <<
BOLT SIZE AND TYPE TENSION IN KIPS NUT ROTATION
1/2"0 A-325 12.0 1/3 TURN
3/4"0 A-325 28.0 1/3 TURN
7/8"0 A-325 39.0 1/3 TURN
1 0 A-325 51.0 1/3 TURN
SCALE: I NONE DATE RED TOP RICE GROWERS
DRAWN BY: MS 2-"143200 8TH STREET
CHECKED BY: -*- 5•//0 9¢ BIGGS, CA
DESIGN APP -D BY: {:7Y7 1-516q4 TOLSON ENTERPRISES
PHENIX CITYALABAMA
.ERI%. L BUILDINGS
DRAWING REV.NO.
NUMBER 51867901 E-05 0
4
O
NUT HEAD
A307 MACHINE BOLT
I
NUT HEAD
A325 HIGH TENSILE BOLT
ASTM A307, A325 BOLT IDENTIFICATION
D 1 (W = e FOR 'i BOLTS, W =1'i FOR 34'm BOLTS)
WEB OF COLUMN OR RAF
BEVEL WASHER
HEX NUT
CUT WASHER
3
�1 CABLE BRACE DETAIL
s.
Y
;y
NO.1 REVISIONS MADE CK -D. DATE NO,
CABLE BRACE
T
REVI
A325 BOLTS SPECIFICATIONS
INSTALLATION
BOLTS 'IN CONNECTIONS SUBJECT TO TENSION LOADS SHALL BE
TIGHTENED TO PROVIDE, WHEN ALL FASTENERS IN THE JOINT ARE
TIGHT, AT LEAST THE MINIMUM TENSION SHOWN IN THE TABLE
BELOW. BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS,
ANO WHERE LOOSENING,, OR FATIGUE DUC TO VIDRATION OR LOAD
FLUCTUATIONS ARE NOT DESIGN CONSIDERATIONS NEED ONLY, TO BE
TIGHTENED TO THE SNUG -TIGHT CONDITION.
TURN OF THE NUT METHOD - A METHOD FOR PRE - TENSIONING HIGH-
2BASE ANGLE FASTENER (BY OTHERS) STRENGTH BOLTS. THE NUT IS TURNED FROM THE SNUG -TIGHT POSITION
I• � CONCRETE ANCHOR (MIN.) CORRESPONDING TO A FEW BLOWS OF'AN IMPACT WRENCH OR THE !I
� q
5�-0• 0. C. (MAX.) FULL EFFORT- OF A MAN USING AN ORDINARY SPUD WRENCH, THE li
AMOUNTOF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT
DIAMETER AND LENGTH.
BASE ANGLE(PRE- FORMED
18 GA. MATERIAL) :�.:e.o� •:.'.'�" 12 PER AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325
GRADE 2' I�'' 2• MIN. OR A-490 BOLTS, RECOGNITION OF TORQUE CONTROL METHODS IS
WITHDRAWN BECAUSE OF THE LARGE VARIABLES OF TORQUE -TO -TENSION
:'e` RELATIONSHIP FOR SEEMINGLY SIMILAR BOLTS AND CONDITIONS.
2
D1 SECTION THRU BASE ANGLE
BEVEL WASHE
CUT WASHE
HEX NL
F COLUMN OR RAFTER
ID BRACE
4 ROD BRACE DETAIL
D1
RE
SCALE:
DRAWN BY:
CHECKED BY:
-89 DESIGN AP/'O. BY:
ATE ISSUE DATE:
NOTE:
1. A325 HIGH TENSILE BOLTS WILL HAVE A DARKER FINISH THAN
A307 BOLTS.
2. AMERICAN BUILDINGS COMPANY NOR ITS SUBSIDIARIES WILL NOT
ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT LOCATION.
3. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLT WILL BE
INSTALLED IN ITS PROPER LOCATION AS SHOWN ON THIS AND/OR
ATTACHED SHEETS OR NOTED ON ERECTION DRAWINGS.
4. USE V DIA. OR V DIA. H. T. BOLTS W / ONE H. T. WASHER AT ALL
CONNECTIONS HAVING SLOTTED HOLES.
5. ALL A307 BOLTS REQUIRE THE USE OF TWO (2) SAE -1 WASHERS
PER BOLT.
INSPECTION:
BOLTS TIGHTENED BY TURN -OF -THE -NUT METHOD MAY HAVE THE OUTER
FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT
BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL
MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE
MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT
AFTER .THE BOLTS HAVE BEEN BROUGHT UP SNUG TIGHT.
THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT
WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT
THE WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY, NO
FURTHER INSPECTION IS NECESSARY FOR BOLTS IN 'BEARING- TYPE*
CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS' IN BEARING
IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF
WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS
BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING
AND FALLING OFF ACCIDENTALLY.
DATE
BOLT SPECiFICATION,
BASE ANGLE AND
s•eo BRACING DETAILS
EUFAULA �
A325 BOLT SCHEDULE
SIZE
REMARK TENSILE KIPS
INUT ROTATION
'2 x 1'4
ASTM A-325 HIGH TENSILE
12.0
'3 TURN
'x x 2
ASTM A-325 HIGH TENSILE
12.0
'i TURN
34 x 2
ASTM A-325 HIGH TENSILE
28.0
111 TURN
34 x 234
ASTM A-325 HIGH TENSILE
28.0
S TURN
INSPECTION:
BOLTS TIGHTENED BY TURN -OF -THE -NUT METHOD MAY HAVE THE OUTER
FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT
BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL
MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE
MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT
AFTER .THE BOLTS HAVE BEEN BROUGHT UP SNUG TIGHT.
THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT
WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT
THE WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY, NO
FURTHER INSPECTION IS NECESSARY FOR BOLTS IN 'BEARING- TYPE*
CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS' IN BEARING
IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF
WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS
BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING
AND FALLING OFF ACCIDENTALLY.
DATE
BOLT SPECiFICATION,
BASE ANGLE AND
s•eo BRACING DETAILS
EUFAULA �
;ALA-N"A
R;11.HD.
DRAWING,
NUMBER - D
-� ; ,
41- u
PURLIN OR GIRT
\ V j s li A320 BOLTS
win WASIIFRS
1j • 116 A 320 BOLT)
WI VAASHER
FRAME BRAC[
IRiELD B3ND TAB)
RIGID FRAME RAFTER
OR COLUMN
• �-• 1' ■ 11. A320 BOLT
l►�. / W I WASHER
is
4 1 114' A395 ROLM
Wb wAswsRf
f
14 A325SWPURLIN OR GIRT
W10 WASHERS
AFTER OR COLUMN
1 e PURLIN AND WRT CONNECTION
T•T SECTION THRU FRAME AT FRAME BRACE TT O'-6' LAP =At` FRAME LINE
NOTE:
ALL tii PURLINS AND tii BY-PASS GIRTS USE
A 325 BOLTS WITHOUT WAS14ERS
V # A li A307 BOLT -
W f 2 -SAC WANIEAS
PER BOLT(U.N.1
•'t 4 -IV A307 BOLTS
W/2 -SAE WASj4ERS
PER BOLT 1 U. I.1
OR GIRT
'ER OR COLUMN
e PURLIN AND GIRT CONNECTION
3% O: LAP, AT FRAME LINE
Li
_ .:. W12 'SAC WASHERSI TYP. U. N.)
+' • tl ' 1•• 11' PURLIN OR GIRT -r. leI PURLIN OR GIRT
I (]'-0' LA CONDITIONI
1
NOTE I
1. ALL. V f A307 BOLTS AND A320 BOLTS SHOWN IN DETAILS FOR PURLIN AND GIRT OONNECTIONS
AMC BEARING TYPE 'CONNECTIONS AND NEED ONLY BE TIGHTENED TO THE SNt;G TIGHT
• •CONDITION.
IL DETAILS An SH" PCR STANDARD MOTIONS, WHEN A320 lit BOLTS ARE REOU1RO ay SPECIAL I
DESIGN. WA9. 4 RS AAE NOT REOUIIED FOR ROUND HOLES N PURLIN AND GIRT CONNECTIONS HARDE40
MASHERS SHALL K NSULLED OVER ALL SLOTTED HOLES IN AN OUTER PLY. 1
' I
ECAUS OATS y
K •NOT RI -90 MAw114h PURLIN OR GIRT w►.�►-���t��1 ' M.�...
olcals M E.^ 1 : I
a R v P o TA +- CONNECTION DETAILS
1 10 ADD NOTE 02 LAC TON 9.89 M..w1 Arr tr N.
DRAWING: D 1.1 1
R[VI>lION! 011 CII.0.0ATE N0. REVISIONS AOE CK'O.OATIE 1*04saNIt ••�� NUMOER 3 ,�
1
v��� J•.
��
����w� .l l_�i.��222= a. i
—L- — —
1; A307 BOLTS
* Ij' �, 1: A307 Omni
t L' +, 1: A307 BOLTS �.. MJRLIPI OR GIRT
i'1S 11: A320 BOLT
W/2- SAE 11"HERS
PER BOLT I U. N.1
Wig -SAE WASHERS
PFR BOLT ( U. N.)
w/2 -SAE w1sH[RS
WIWASHER MUST Be RIGID FRAME RAFTER
USED IN LIEU OF A307 BOLT OR COLUMN
P[R BOLT IU. M.1 RIGID FRAM[
FOR FRAME BRACE CONNECTION 1, ,.
■ 1 • A 325 BELT ,
�'\IrFl
RAFTER OR COLUMN
WITH WASHER
FRAME BRACE V,,,'
(FIELD BEND TAB) c�
• i
4 PURLIN AND GIRT
CONNECTION
ePURLIN AN6 GIRT CONNECTION
e
t1 S'_TI' LAP AT FRAME
LINE
O11 5'-6' APS AT FRAME LINE'.
�'i SECTION THRU FRAME AT FRAME BRACE 1
NOTE I
1. ALL. V f A307 BOLTS AND A320 BOLTS SHOWN IN DETAILS FOR PURLIN AND GIRT OONNECTIONS
AMC BEARING TYPE 'CONNECTIONS AND NEED ONLY BE TIGHTENED TO THE SNt;G TIGHT
• •CONDITION.
IL DETAILS An SH" PCR STANDARD MOTIONS, WHEN A320 lit BOLTS ARE REOU1RO ay SPECIAL I
DESIGN. WA9. 4 RS AAE NOT REOUIIED FOR ROUND HOLES N PURLIN AND GIRT CONNECTIONS HARDE40
MASHERS SHALL K NSULLED OVER ALL SLOTTED HOLES IN AN OUTER PLY. 1
' I
ECAUS OATS y
K •NOT RI -90 MAw114h PURLIN OR GIRT w►.�►-���t��1 ' M.�...
olcals M E.^ 1 : I
a R v P o TA +- CONNECTION DETAILS
1 10 ADD NOTE 02 LAC TON 9.89 M..w1 Arr tr N.
DRAWING: D 1.1 1
R[VI>lION! 011 CII.0.0ATE N0. REVISIONS AOE CK'O.OATIE 1*04saNIt ••�� NUMOER 3 ,�
1 HAUNCH CONNECTION
09
RIGID rn0% �•�.1^
AME RAFTER
` R.P.
GIRT 3.1 COLUMN
BASE ANGLE-
FAN
NGLE 1 rFIN FLOOR
FASTENER 1
MIN. PROJECTION
BASE ANGLE (SEE SHEET ABC- 1 (U.N.)
GRADE �II1� d /
A•. _q 1. F•il� - Li•
2� BOLTS (U N1 1 D I
ANCHOR BOLTS
eBASE DETAIL At EXTERIOR COLUMN
09
A325 BOLTS (UN.)
BOLTED SPLICE CONNECTION
C9
(4) 012 X 14 SOHH -
ANTI- ROLL CLIP—
FPCP - 2
(2) 012 X 1% SO HH
RAFTER
\_V$ M.T. BOLTS
W/WASHERS
7 SECTION THRU PURLIN AT
09 ANTI -ROLL CLIP
IK E TYPICAL CROSS SECTION FOR LOCATION)
-EAVE STRUT
SEE NOTE"A••
0
�OREAVE
NjOTE "A" _p
IN PREP NCHE 6 HOLES. RACES
EAVE STRUT -�
BRACKET
(SHOP WELDED)
EAVE FRAMER •F . RAFTER
BRACE
R .F . COLUMN
EAVE FRAME ORAC' DETAIL
o�
HIGH SIDE EAVE FRAME BRACE SIMILAR)
;$X 1,• A307 BOLTS
W 12 - SAE WASHERS PE
BOLT
I
I I i
I
PURLIN.
*=$X If A307 BOLTS OR GIRT
N/.2 -SAE WASHERS PER ROOF BEAM
BOLT (U.N.) OR COLUMN
9 1/2• PURLINS AND GIRTS USE
A-325 BOLTS WITHOUT WASHERS
ePURLIN AND GIRT CONNECTION
09 TYPICAL LAP AT FRAME LINE
RIGID FRAME RAFTER -\ -
n•�n tee...
A325 BC
3 HIGH -SIDE HAUNCH
09 CONNECTION
Lli 1Y A 320 BOLTS
/ONE HT WASHER
EACH BOLT
EAVE STRUT —1
EAVE STRUT BRACKET
( SHOP WELDED)
-EAVE STRUT
• ��� � J�'' SEE NOTE •A" .
EAVE FRAME BRACE
*EAVE FRAME BRACE ;• A325 BOLTS (U.N.)
SPLICE PLATE
eSECTION THRU HAUNCH
pq AT EAVE FRAME BRACE
( HIGH SIDE EAVE FRAME BRACE SIMILAR)
NOTE:
1/2.0 BOLTS SHOWN IN DETAILS ON THIS PAGE APE REOUIREO
TO BE TIGHTENED PER SPECIFICATION ON SHEET 01.
ill FRAME BRACE TABS TO BE BENT IN. FIELD WHEN REO.
NONE OAt[
7 W. ►SAME DETAILS
LSS BU1L01NG5 EUFAULA
BY-PASS QRTS Ffr �uuol
.�• .. AH[111t AM
DRAu1NGHuneEm o
CAVE STRUT
SEE NOTE "A"
(2) i • X 1,- A 325 BOLTS
W/HASHERS -
EAVE STRUT PLATE •
(ESP=1) 1"
RIGID FRAME COLUMN
WEAVE FRAME BRACE
RIGID FRAME RAFTER
lj#xIV" A325 BOLT
.WI WASHER A-325 BOLTS
I U.N.)
eHAUNCH CONNECTION
011
NOTE: EAVE STRUT
EAVE FRAME BRACE
OMITTED FOR CLARITY. (2) 9X I" A325 BOLTS
W/H .T . WASHERS
SEE „ FOR DETAIL.
iR.F. RAFTER
1
I EAVE STRUT PLATE
' (ESP -1)
(2) =oX 2'A325 BOLTS
W/H .T . WASHERS
R.F. COLUMN
t•0 A325 BOLTS (UN.)
(HIGH
STRUT CONNECTION TO COLUMN
D I I ( HIGH SIDE EAVE STRUT CONNECTION SIMILAR 1
9 �
;+ x is' A 325 BOLT
W) ONE WASHER
RF.
GIRT CLIP ( GC -116 SHOWN FOR B- GIRTS) COLUMN
(GC-] FOR 9�iGIRTS) GIRT CLIP(GC - IR SHOWN FOR B' GIRTS)
(GC - 7 FOR 01i GIRTS )
GIRT FRAME BRACE
r,* x 1'. A 325 BOLT
W I ONE WASHER
1 �� 30
GIRT
GIRT EXTENSION ANGLE (GEA -1)
-• % li" A307 BOLTS
W/2 -SAE WASHERS PER BOLT
7 GIRT CONNECTION TO COLUMN
II
-- "COLUMN .L I FIE
-
RF _
COLUMN
1 t •
3'
BASE ANGLE
FIN. FLOOR
FASTENER
1
GIRT LINE
MIN. PROJECTION
BASE ANGLEI
,
• SEE SHEET ABC -1 ( U. Hl
GRADE
1
vi11�
d
1
�
� •
I
ANCHOR BOLT
eBASE*DETAIL
11
AT EXTERIOR.COL.UMN
XIV A325 BC
EAVE STRUT EAVE STRUT
FtIG10 FRAME ESP -1 SEE NOTE."A- _
COLUMN =
V#x 2" A325
BOLTS W l WASHERS
EAVE FRAME BRACE
F NOTE"A"
-*EAyE FRAME BRACE FOR EAVE FRAME BRACES EFS.
i O x q 325 BOLTS, RIGID RAME USE SIX (t1) • 12 S.O. FASTENERS
W/ONE WASHER—
IN PREPUNCHED HOLES.
SECTION THRU HAUNCH
O11 AT EAVE FRAME BRACE
( HIGH SIDE EAVE FRAME BRACE SIMILAR)
(2)V-9 ( WASHERS exxis HIGH SIDE
SAVE STRUT
RIGID FRAME RAFTER (2)+;txf4 A 325 BOAS
WI WASHERS
EAVE STRUT CLP
,L I ESP -1 )
i{=
EAVE FRAME BRACE
r, A 326 ( U80LT5
.".) x A 320 BOLT
WI WASHER
RIGID FRAME COLUMN
3 HIGH -SIDE HAUNCH
of I CONNECTION
NOTE:
1/2-• BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REOUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET Ot .
*FRAME BRACE TABS TO BE BENT INFIELD WHEN REO. '
SCALE • IIONE DATE
oRAYN my 7 -BS FRAME DETAILS
SSF BUILDINGS [w•ua••�•�•^•
cntcRto tlt INSET GIRTS
rantalcam
o[eicw •►p®. t► DRAWING `
.REV 9-93 NunBER D11 aM0
WALK DOOR ELEVATION
HEAD FLASHING WALL PANELS
(SEE SECTION THRU TOP BOLT
DOOR HEADER) (FIELD INSTALL)
NOTE:
FOR FRAMING DETAILS,
SEE SHEET WD -4.
DOUBLE WALK DOOR ELEVATION
��yy E JAMB
(2'�O D.C.) JAMB (2'�O D.CIER� AMB (p 12,,F // *(2?0' D.C.)
ER
FIELD CL
REQUIRE
z �
LONGSPAN PANEL -----/IN.
i
JAMB FLASHING
FJ 15 - 7. 2
SECTION THRU JAMB
SECTION THRU JAMB-_
W/ARCH. PANEL
ING
r0.j -,.L
ALT. SECTION THRU_JAMB
W /ARCH. PANEL
PING
TAPE SEALER
DOOR JAMB DOOR JAMB
I � I I I 111 i I 1 1
THRESHOLD ji
i THRESHOLD 'FIN.1: FIN. i ' FLOOR
f(TAPEISEALER FLOOR
is
:.-
Q m TAMP IN
SILL AT SWING -IN DOOR SILL AT SWING -OUT DOOR
NOTE.:
FIELD COPE THRESHOLD AS REQUIRED
AROUND RABBET. INSTALL TAPE SEALER
AS SHOWN AND SECURE THRESHOLD TO
FINISHED FLOOR WITH 14" ♦ TAMP IN AND
MACHINE BOLT.
CAULK AROUND JAMBS AND THRESHOLD
AS REQUIRED.
`MULTIRIB
PANEL
SECTION THRU JAMB
W/MULTIRIB PANEL
WALL
*12 FASTENER
(12" 0. C.)
—GIRT
INSIDE CLOSURE
(LSP -1 FOR "LS" PANEL)
(MRP -I FOR "MR"PANEL)
(AP2- I FOR ARCH. PANEL)
\—:12 FASTENER
(12" O.C.)
HEADER
FIELD CUT AS LHEAD FLASHING
REQUIRED FOH2-3.4 FOR 3070 DOOR
-6.4 FOR 6070 DOOR
SECTION THRU DOOR HEADER
—JAMB FLASHING
FJ15 -7.2
'
NOTES
1. PANEL OPENINGS ARE S -1 "W x 7'-0 1/2'H FOR
T14E 3070 WALKDOOR AND 6'-1"W x 7'-0 1/2"H
FOR THE 6070 WALKDOOR.
2. FIELD NOTCH PANELS FOR HEAD FLASHING.
3. FIELD CUT JAMB FLASHINGS TO REQUIRED LENGTH.
SCALE: DATE 3070 AND 6070 -
DRAWN BY: ECONOMY WALKDOOR [UMULA ALAlAMA
2 REVISED JAMB FLASHING THG BLJ 1-94
CHECKED MY: SHEETING ELEVATIONS
1 ADDED NOTES THG KC 592
DESIGN Ara•D.BY: AND FLASHING DETAILS nEv.Mo.
DRAWING: WD -3 2
INO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'O. DATE NO. REVISIONS MADE CK'D. DATE ISSUE DATE: 6-91 NUMBER
Zill
-�LJL
III III
CYLINDER LOCK
BOTTOM BOLT
( FIELD INSTALL)
ACTIVE
DOOR LEAF
U
INACTIVE
DOOR LEAF II
NOTE:
FOR FRAMING DETAILS,
SEE SHEET WD -4.
DOUBLE WALK DOOR ELEVATION
��yy E JAMB
(2'�O D.C.) JAMB (2'�O D.CIER� AMB (p 12,,F // *(2?0' D.C.)
ER
FIELD CL
REQUIRE
z �
LONGSPAN PANEL -----/IN.
i
JAMB FLASHING
FJ 15 - 7. 2
SECTION THRU JAMB
SECTION THRU JAMB-_
W/ARCH. PANEL
ING
r0.j -,.L
ALT. SECTION THRU_JAMB
W /ARCH. PANEL
PING
TAPE SEALER
DOOR JAMB DOOR JAMB
I � I I I 111 i I 1 1
THRESHOLD ji
i THRESHOLD 'FIN.1: FIN. i ' FLOOR
f(TAPEISEALER FLOOR
is
:.-
Q m TAMP IN
SILL AT SWING -IN DOOR SILL AT SWING -OUT DOOR
NOTE.:
FIELD COPE THRESHOLD AS REQUIRED
AROUND RABBET. INSTALL TAPE SEALER
AS SHOWN AND SECURE THRESHOLD TO
FINISHED FLOOR WITH 14" ♦ TAMP IN AND
MACHINE BOLT.
CAULK AROUND JAMBS AND THRESHOLD
AS REQUIRED.
`MULTIRIB
PANEL
SECTION THRU JAMB
W/MULTIRIB PANEL
WALL
*12 FASTENER
(12" 0. C.)
—GIRT
INSIDE CLOSURE
(LSP -1 FOR "LS" PANEL)
(MRP -I FOR "MR"PANEL)
(AP2- I FOR ARCH. PANEL)
\—:12 FASTENER
(12" O.C.)
HEADER
FIELD CUT AS LHEAD FLASHING
REQUIRED FOH2-3.4 FOR 3070 DOOR
-6.4 FOR 6070 DOOR
SECTION THRU DOOR HEADER
—JAMB FLASHING
FJ15 -7.2
'
NOTES
1. PANEL OPENINGS ARE S -1 "W x 7'-0 1/2'H FOR
T14E 3070 WALKDOOR AND 6'-1"W x 7'-0 1/2"H
FOR THE 6070 WALKDOOR.
2. FIELD NOTCH PANELS FOR HEAD FLASHING.
3. FIELD CUT JAMB FLASHINGS TO REQUIRED LENGTH.
SCALE: DATE 3070 AND 6070 -
DRAWN BY: ECONOMY WALKDOOR [UMULA ALAlAMA
2 REVISED JAMB FLASHING THG BLJ 1-94
CHECKED MY: SHEETING ELEVATIONS
1 ADDED NOTES THG KC 592
DESIGN Ara•D.BY: AND FLASHING DETAILS nEv.Mo.
DRAWING: WD -3 2
INO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'O. DATE NO. REVISIONS MADE CK'D. DATE ISSUE DATE: 6-91 NUMBER
GIRT
•A•
IBI • $12 FASTENERS AT
EACH JAMB SIP
r -91i GIRT
aP
ER 0
HEADER
SECTION "A="A"
(FOR 8• GIRT ONLY)
SCALE: DATE 3070 AND 6070
' DRAWN MY: ECONOMY WALK DOOR a"•AULA ~
( cHalno BYI
I REVISED NOTES THG KC 5-92 otaoNArro.fYl FRAMING DETAILS ORAWING:WD-4 "E�jllo.
NO REVISIONS MAD[ CK'D. DAT[ NO REVISION$ M E CK - 0. DAT[ NO. REVISIONS ADE CK'O. OAT[ ISSUE DATE 6•41. NUMBER
GIRT CLP (HW -518)
-- ---
JAMB aP ADAPTER A- T
IHW-7001 ;-18x. wms
GIRT CUP ADAPTER IHW-700)
JAMB WITH NUTS
OPTIONAL GIRT
WGIRT
_C_5ECTI9N
I I
I
I
I
M13)-412
Bt -'B'
IFOR 9V GIRT ONLYI.
FASTENERS )
s
I 1
I
JAMB aP ADAPTER
I
I4W-7001 • )
I
9 GIRT
lAt`� aP ADAPTER ��
COLI
1
» - 18x HHMS
ANGLE GA -1
(TYP.-SEE NOTE)
7 (2 'MINIMUM)
IHW
I
WITH NUTS
8•
'
I
13) •I2ETENE B
�
i
A
M
I
8i
(WIT
�� I
H NUT
AMB
1
O
D
I
•O
JAMB
VFINISHE
FLooR
(TYP)
I
®DETAIL 'A" JAMB
I
I I
(FOR WGIRT MOTM ONLY)
I)
'-0' or 6=(f
ZLAGBOLT
(BY OTHERS)
1 1
I
NOTE (�
FIELD, GUT ANGLE GA -1 TO A LENGTH Of S'-1•. FILO
FRAMING ELEVATI
ON
'
I
NOTCN EACH ENO 2• TO FORM A TAS FOR FASTENING.
I I
FIELD SENO TAB TO A 4S• ANGLE. ATTACH ANGLE TO
JAMB
Iffad-6•ANCHOR BOLTS
- —
FINISNiO FLOOR AND TO CLIP HW -514. ANGLE BRACING
� 13 NOT REQUIRED WHEN THE OPTIONAL 3'-A' GIRT
•
IBY OTHERS)
IS USED.•11
1
Z � mTS
412 LF DRILL
HW -1518 IS INCLUDED IN THE DOOR FRAME PACKAGE.
FASTENER (TYP.)
SECTION "C`--"CBOL"T
GIRT LINE
i
sq -
1
lV
V'
11 .
CLIP
(HW -518)
'
ANGLE GA -1
I
DOOR WIO
HW-700GIR TT W�
�•
�
- _
1 CULP
GIRT ADAPTER
I
A '
i
�✓
0 WID t
JAMB
JAMA
(3)012 FASTENERS
JAMB
8• GIRT
L:
(21- i # a Ili A307 BOLTS
WITH 2 WASHERS PER BOLT
N12F)►jEFEA
12
IES• 6•AN04OR
O.S
HEADER
ASSEMBLY
DETAIL
BOLTS
SECTION "A="A"
(FOR 8• GIRT ONLY)
SCALE: DATE 3070 AND 6070
' DRAWN MY: ECONOMY WALK DOOR a"•AULA ~
( cHalno BYI
I REVISED NOTES THG KC 5-92 otaoNArro.fYl FRAMING DETAILS ORAWING:WD-4 "E�jllo.
NO REVISIONS MAD[ CK'D. DAT[ NO REVISION$ M E CK - 0. DAT[ NO. REVISIONS ADE CK'O. OAT[ ISSUE DATE 6•41. NUMBER
I
FIEI
FOF
FRA
BA'.
(VA
GIRT — DIM 'A - 1'-4* SID (IAA'( VARY) E4tOi
:LE
FRAMED OPENING KEY OFOA
JAMB TO GIRT CONDITION AA
-T
INTO POSITIONpp-OR,9
CLP BY Y'NSERTINGWITH HAM(2)R I/2.XIH11D� BOLTS
JC9-B (9 1/2"D HREADER)
SECURED 0 JAMB
THROUGH BACK LEG AND TIGHTENING.
it
1/2'X 1 1/1" A307 BOL*S
)DOR JAMB
DOOk HEADER J
GIRT
WITH WASHERS
µA
r GIRT
� I
--
4
=
D CUT GIRTS
T
_z
FIELD LOCATED
1/2" X 1 1/4 A307 BOLTS
AED OPENINGS
o
0
DOOR JAMB —
E ANGLE
JAMB
BASE AN
TIES)
---
(VARIES)
r- GIRT
L DOOR WIDTH
r
:LE
FRAMED OPENING KEY OFOA
JAMB TO GIRT CONDITION AA
EAVE STRUT -�
--- (6) SELF DRILL
FASIINERS
DOCGR HEADER /
GIRT GIRT , --- GIRT
t: j•
FIELD CUT GIRTS ` II `� _ _ - l l --� +----- - JCB- TCUP
FOR FIELD LOCATED I I DOOR JAMB
FRAMED OPENINGS I I
' 1/2- X 1 1/4' A307 BOLI::
-- WITH WASHERS
BASE ANGLE s 1 " BASE .ANGLE
(VARIES) 1 "�' l (VARICS) -__
_ — JAMB
DOOR WIDTH • BUTTON HEAD BOLTS REQUIRED
AT STRIP WINDOW
FRAMED OPENING KEY OFOB JAMB TO GIRT CONNECTION OF01
JAMB TO SAVE STRUT AA IP AND 9 1/2- JAMBS I AA
JAMB HEE(A_DER CLIP)
-- EAVE STRUT
INTO POSITIONpp-OR,9
CLP BY Y'NSERTINGWITH HAM(2)R I/2.XIH11D� BOLTS
JC9-B (9 1/2"D HREADER)
SECURED 0 JAMB
THROUGH BACK LEG AND TIGHTENING.
it
1/2'X 1 1/1" A307 BOL*S
)DOR JAMB
(6) /12 SELF ORlll FASTENERS
-
WITH WASHERS
JAMB CLIP
--
JCB -T
=
I ®-®
I
_z
Iz
1/2" X 1 1/4 A307 BOLTS
WITH WASHERS
JAMB SQUEEZE
JAMB
EAVE STRUT -�
--- (6) SELF DRILL
FASIINERS
DOCGR HEADER /
GIRT GIRT , --- GIRT
t: j•
FIELD CUT GIRTS ` II `� _ _ - l l --� +----- - JCB- TCUP
FOR FIELD LOCATED I I DOOR JAMB
FRAMED OPENINGS I I
' 1/2- X 1 1/4' A307 BOLI::
-- WITH WASHERS
BASE ANGLE s 1 " BASE .ANGLE
(VARIES) 1 "�' l (VARICS) -__
_ — JAMB
DOOR WIDTH • BUTTON HEAD BOLTS REQUIRED
AT STRIP WINDOW
FRAMED OPENING KEY OFOB JAMB TO GIRT CONNECTION OF01
JAMB TO SAVE STRUT AA IP AND 9 1/2- JAMBS I AA
JAMB HEE(A_DER CLIP)
ROTATE JAMB SQUEEZE CLIP ((JCC-& FOR B" JAMBS JCCEE-9.51/Y JAMBS)
INTO POSITIONpp-OR,9
CLP BY Y'NSERTINGWITH HAM(2)R I/2.XIH11D� BOLTS
JC9-B (9 1/2"D HREADER)
SECURED 0 JAMB
THROUGH BACK LEG AND TIGHTENING.
'
1/2'X 1 1/1" A307 BOL*S
)DOR JAMB
3/i (� JA249S1
WITH WASHERS
1/i (9 1/2 J+1M2S)
1 /A•
HEADER
JAMB SQUEEZE
r CLIP
I
r- GIRT
O
(�
1/2"X 1". A307
1/YX t 1/1C BOLTS
BUTTON 14EAD BOLTSWITH
WASHERS
1/2"% 1 1/1' BOLTS
'
WITH WASHERS
all
IOD
JAMB
DOOR JAMB -�
\
'FIELD CUT AND FIELD DRILL GIRT
JAMB SQUEEZE CLIP
JCC -B (B' JAMBS)
V FIELD LOCATED FRAMED OPENINGS
JCC -9.5 (9 1/.-- JAMBS)
JAKIB TO EAVE STRUT CONNECTION FQ-T-0-61 HEADER TO JAMIB CONNECTION OF21 GIRT TO JAMB CONNECTION_ _OF
B" AND 9 1/2" JAMBS AA 9- AND 9 1/Y HEADERS AA Y AND 9 1/2" JAMBS -{-AA 16
A
2 1/2 - - - -
DOOR WIDTH I Y
f .JEDGE
SLAB OF
TYPICAL ANCHOR BOLT LAYOUT
B"
2 1 2 3"
FINISH FLOOR
FINISH GRADE -�
1/2 DU. ANCHOR BOLTS
NOT BY A.B.C.
SECTION "A -A"
FRAMED OPENING ANCHOR BOLT DETAIL—F—OF 61
AA
GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS
1. OVERHEAD DOORS ARE FIELD LOCATED CUT STANDARD PANELS AND GIRLS
AS REQUIRED.
2. MAXIMUM HEIGHT OF DOOR IS 2-0 LESS THAN EAVE HEIGHT.
3. ALL STRUCTURAL COIUNECTIUNS TO BE MADE AS SHOWN 0:1 APPRCPRIATE DETAILS
♦. JAMBS MUST BE LOCATED A MINIMUM OF V-0" FROM CENIEF LINE OF COLUMNS
FIELD LOCATED FRAMED OPENING NOTES OF 11
AA
1 11 5 IREVISED NUMBER OF FASTENERS IN CLIF
OF93-AA
REVISED CLIPS AND BOLTS
e
REVISIONS
DOOR GIRT SCHEDULI-.
20• 8I4Y 25' BAY
6 GIRTS BZ12- SZ12-
9 1/2' GIRTS 9.5Z12•- 9.5212 -
JAMB --
1/2"X I" A301
BUTTON HEAD
BASE ANGLE
CAP DBAC-1
JAMB CONNECTION CLIP
JCB -B B JAMB)
JC9-B ;9 1/Y JAMB)
ANCHOR BOLTS
k5)
)TCH)
JAMB BASE CONNECTION OFI1
B' AND 9 1/2" JAMBS AA
GENERAL' NOTES FOR SHOP LOCATED FRAMED OPENINGS
1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE
FIELD CUTTING.
2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS.
DOOR GIRT SCHEDULE OF93 SHOP LOCATED FRAMED OPEN114G NOTES0F92
AA -- .2q--
SCALE: DATE
OR AWN BYu THG EUFAULA r�' ALABAMA
cNEciccnsr: eu OVERHEAD DOOR FRAMING DETAILS r -
DESIGN A PP'D. BY: DR A W I NG : ICV. NO
OD 1
SSUED: 4-82 NUMBER B
A
NLAI 1 I'IA:;NING
RELU SLIT PANELS AND J
SLIDE HEAD FLASHING
BEFw ID PANELS
u e B I
x
JAMB FLASHING p
0
I
— WALL PANEL
DOOR WIDTH _ I
SHEETING AND FLASHING ELEVATION OTOA
AB
JAMB HEADER CUP
JCB -B (B" HEADER)
/— JC9-8 9 112- HEADER)
I/YX 1 1/4- A307 BOLTS
WITH WASHERS
HEADER
SECTION A—A _
B' AND 9 1/2' HEADERS
1/2-X V A307
BUTTON HEAD BOLTS
FLASHING (OPTIONAL)
JAMB
REDRAWN, REVISED FLASHINGS
REVISION
OT21
AB
r- JAMB
COVER FLASHING (OPTIONAL) /
DOOR WIDTH
'
HEAD FLASHING SCHEDULE
HEAD COVER FLASHING SCHEDULE
(OPTIONAL)__
B' HEADERS 9 Y HEADERS
B' -p'
1 PIECE FDH2-8'-3"
I PIECE FOCF8-8'-O' I PIECE FOCF95-8'-O'
10'-0,
1 PIECE FOH2-10'-Y
1 PIECE FOCF8-10-0- 1 PIECE FOCF95-10'-0'
12-0'
I PIECE FOA2-12'-3'
I PIECE FOCF8-12'-O" 1 PIECE FOCF95-12'-0'
14-4--�
-- 1 PIECE FDH2-14'-31
I PILLL FULt6-1•=u' i Fi[CC FOCF95-I4-0'
16-0'
1 PIECE FDH2-16'-3'
I PIECE FOCF8-16'-0* 1 PIECE FOCF95-16'-0'
1B'-0'
2 PIECES FDH2-9'-3'
2 PIECES FOCFB-9'-1 I/ 2 PIECES FOC 95-9-t 1/2
20'-0
2 PIECES FDH2-10'-3'
2 PIECES FOCFB-10-1 1/212 PIECES FOCF95-10-1 I/
22'-0'
2 PIECES FDH2-11'-J"
2 PIECES FOCFS-11-1 1/2J2 PIECES FOCF95-11-1 1/2
HEAD AND COVER FLASHING SCHEDULE OT91
AB
DOOR HEIGHT
JAMB FLASHING SCHEDULE
JAMB COVER FLASHING SCHEDULE
(OPTIONAL) —
ARCHITECTURAL
LONCSPAN AND MULTI -RIB
B" JAMBS 9.5" JAMES
B -D'
2 PIECES FJ158-8'-1 I/Y
2 PIECES FJ15-B-1 1/2'
2 PIECES FOCFS-8'-O' 2 PIECES FOCF95-6'-0'
10' -Cr
2 PIECES FJISB-10'-1 1/2'
2 PIECES 015-10-1 1/2'
2 PIECES FOCFS-10'-O' 2 PIECES FOCF95-10'-Or
12'-(r
2 PIECES FJI58-12'-1 I/Y
2 PIECES FJ15-12-1 1/2-
2 PIECES FOCFS-12'-O- 2 PIECES FOCF95-12'-O'
_
ti—Tl'
2 PIECES FJ158-14'-1 1/2'
2 PIECES FJ15-14--1 1/2'
2 PIECES FOCF8-14-0- 2 PIECES FOCF95-11'-0'
18-0'
2 PIECES FJ158-16-1 1/2'
2 PIECES FJ15-16-1 1/2'
2 PIECES FOCFB-16'-0- 2 -PIECES FOCF95-16'-0'
_
18'-0•
• PIECES FJ159-9'-1 I/2r
♦ PIECES FJ15-9'-1 1/2'
♦ PIECES FOCF8-9'-I 1/ 4 PIECES FOCF95-9'-1 1/2'
20'-0'
4 PIECES FJ158-10'=1 I/f
4 PIECES FJ15-10'-I 1/T
i PIECES FOCFB-10'-1 1/ • PIECES FOCF95-10'-1 1/2
_
22'-0'
• PIECES FJ156-11'-1 I f
♦ PIECES FJ15-11'-1 1/Y
4 PIECES FOCFS-11'-1 1/2' • PIECES FOCF95-11'-1 1/
`wFLL PANEL
MgJ1FLA9HUIC
P5 -LENGTH FOP LONCSPAN AND MULTI -RIB P.1NEl5
• LONGSPAN WALL PANEL SHOWN
MULTI -RIB PANEL SIMILAR
SECTION_B-B LONGSPAN AND MULTI -RIB WALL PAtJEI-SZ_ OT26
B- AND 9 1/2- JAIABS AB
ADDED NOTE 7 THC I TON -90
REVISED NUMBER OF FASTENERS IN CUP HEM TON -90
DELETED DETAIL 9A IXEJ MN 0-87
DOOR GIRT MEMBER SIZE _ Lw JED -87
JAMB COVER FLASHING SCHEDULE OT92
AB
COVER FLASHING (OPTIONAL)
'Ij2WALL FAflENER-
1 I
\--ARCHITECTURAL WALL PANEL
SECT!0_114 B -B ARCHITECTURAL WALL PANELS OT26
8' AND 9 1,12' JAMBS LA�-
SCALE: VDATEDRAWN BY: THC EUFAULAALAOAMA
CHECKED BY: BLJOVERHEAD DOOR FLASHING DETAILS
DESIGN APP'D. SY: DRAWING 0D2SUED: INUMBER
CAUTION I
TO PREVENT RUST SPOTS FROM
FORMING ON PANELS•ALL SURFACES
SHOULD BE SWEPT CLEAN OF ALL
METAL FILINGS DAILY DURING ERECTION
PURLIN WEB —�
TAPE
MASTIC
PUR
PANEL LAP DETAIL
GUTTER
(OPTIONAL)
412 SELF -DRILL
ROOF FASTEOERHIGOCAT )
BOTH SIDES F
- LONGSPAN
ROOF PANEL
_ (4)-4..14 SELF -TAPPING ROOF FASTENERS WITH
�= r 2 BEADS OF GUTTER SEAL AT EACH LAP
` 14 SELF TAPPII
NG 1
DIE FORMED RIDGE CAP ROOF FASTENER
AT EACH HIGH RIB.
R
XS_
ROOFFFASTENERS NERS
( LOCATE BOTH SIDES OF HIGH RIB)—�
'12 SELF- DRILL
ROOF FASTENER (LOCATE
BOTH SIDES OF HIGH RIB))
412 SELF -DRILL
ROOF FASTENER
(1'.O' OC. O EACH PURLW )
EAVE CLOSURE FLASHING
(SEE SHEET FD -4) —
ROOF PANEL EAVE STRUT
CLOSURE STRIP LSP -I
WITH TAPE MASTIC
TOP AND BOTTOM
GUTTER NOTE:
USE RAKE ENOCAP REC-1b1
FOR BUILDINGS WITHOUT
GUTTER.
(12) 1*BLIND RIVETS(TYP.)
AT;!ONNECTION TO GUTTER
c2' TYP. LAP
1121- BLIND RIVE
EACH LAP(SEE
GUTTER CROSS
SECTION BELOW)
I
FLASHING DETAIL AT SAVE e
( FOR FLASHING MK. NO. SEE SHEET FD 4)
U
Y2�1�'.;
BEADS OF GUTTER
SEAL EACH LAP
GUTTER LAP
CORNER B(
12) -';BLIND RIVETS
EACH LAP(TYP.)
RAKE
FASTENERS AT GUTTER LAP FLASHY
GENERAL NOTES
1. ALL ROOF PANEL SIDELAPS & ENDLAPS TO HAVE 4. USE TOUCH-UP PAINT WHEN NECESSARY
CONTINUOUS STRIPS OF TAPE MASTIC. WITH AN ARTIST TYPE BRUSH.
2 ALL GUTTER AND RAKE LAPS TO HAVE TWO 'i BEADS DO NOT USE AEROSOL TYPE PAINT
OF GUTTER SEAL FOR TOUCH-UP.
3 SEE SHEET FD -5 FOR FASTENER SELECTION. 5. SEE SHEET FD -9 FOR CORNER CAP BOX
INSTALLATION DETAILS.
10 1ADDED NOTE 4 1 Au
ADD
cs
TAPE MASTIC
GABLE ANGLE
RAKE FLASHING
WERNATE RIDGE
FLASHING DETAIL
.(MANUFACTURERS OPTION)
~TAPE MASTIC
RA
GUTTER
SEAL
-CLOSURE STRIP LSP -0
(WITH TAPE MASTIC TOP a BOTTOM 1
FLASHING
(5114 SELF- TAPPING
ROOF FASTENERS
(5)-i BLIND RIV
EACH SIDE
(3) 414 SELF -TAPPING
WALL FASTENER —
RAKE CAP DETAIL
+14 SELF -TAPPING
ROOF FASTENER (1'- 6*0. C. )
3'-0' COVERAGE
ROOF PANEL (TYP) • 14 SELF -TAPPING ROOF FASTENERS
FOR SHEET SIDELAPS.(I'G.O.C.)
DETAIL 'A'
TAPE MASTIC I •' 12 SELF-DRII_L ROOF FASTENERS
AT PANEL END LAPS. EA AND RIDGE.
OSTRUCTURAL AXEUSE I EACH
DE OF HIGH RIB
RAKE FLASHING TAI A I_ 1=0' 1=0' •
9:1
f-0' I EXTRA FASTENERS AT EAVE
r'�-STRUT, END LAPS AND RIDGE]
• W ROOF FASTENERS
412 SELF -DRILL ROOF PANEL FASTENER LOCATION
ROOF FASTENER
BOX EACH CORNER ( LOCATE EACH SIDE OF HIGH RIB) *ALL UL 90 ROOFS REQUIRE FASTENERS () EACH
TAPE MASTIC - SIOE OF HIGH RIBS 'p CAVE STRUT, 114TERMEDIATE PURLINS,
AND RIDGE PURLINS.
ROOF PANED /- OR MARK NO 4E 1XON IN
AT)CONNECTION TO RAKE BLIND RIVETS(7YP UN) CLOSURE STRIP (LSP-0—
FLASHINGr/
TAPE MASTIC
"'-'-R SEAL
iEADS) OUTSIDE CLOSURE
ROOF FASTENERS
GUTTER CLIP jSEE CHART ONJ SULATED ROOFS DO NOT ALLOW INSULATION A
``SHEET FD -4. EXTEND UNDER OR BEYOND CLOSURE STRIP AND
TAPE MASTIC AS ROOF LEAKS WILL RESULT.
—014 SELF -TAPPING
ROOF FASTENER
�
__GUTTER CLIP GC -A (Y•0'O.C.)
♦ 12 SELF -DRILL
WALL FASTENER (LOCATE 11=0`0. C.)
'14 SELF -TAPPING DRIL SRESi
WALL FASTENER (LOCATS P-O'O.C.)
WALL PANEL I. USE i SHEETERS DRILL FOR L' BLIND RIVETS.
CROSS SECTION 2. NOT REOUIRED FOR SELF -DRILLING FASTENERS.
3 USE OSHEETERS DRILL FDR*14 STITCH. FASTENERS
• 14 ROOF FASTENERS
(6) i BLIND RIVETS
( TYP. U.N )
G) 1i BLIND RIVETS EACH LAP (TYP)
CROSS SECTION
AP ruou DAWC r1 Ate.. ...
SCALE: ' DATE
DRAW" @r:
09810M APV.
,SUM out:
CAUTION
SHEETS MAY BE HEAVILY OILED AND SLICK—
WIPE CLEAN BEFORE INSTALLATION
FASTENER DETAIL FOR ROOF surAULA
LONGSPAN PANEL r4911
DRAWINGFD-1
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RAKE FLASHING
RAKE CORNER BOX
RAKE CAP
RIDGE FLASHING
I.W.
J.O.
BUILDING
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-
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WALL PANELS
WALL PANELS
WALL PANELS
WALL PANELS
WITHOUT
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WALL PANELS
WALL PANELS
--
9ALL PINELS
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
WALL PANELS
WALL PANELS
WALL PANELS
WALL PANELS
ENDCAR
CNDCAP
2 PIECES FCRA2-12.1
(PART A) WALL PANELS (PART A)
LONGSPAR AND
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SHADOW PANEL
lONGSPAN ARD
ARCHITECTURAL
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LONCSPAN ANO
ARCHITECTURAL
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ARCHITECTURAL
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LONGSPAN AND
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TSET-1
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SPET-1
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SPET-1
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SPRI-I
LLB=1 L/K •
CCO-I L/R
LSA
LLB -1 .
CCO-1 L/R
SRC -1
SPRC-1
RfE-1
RfE - IE
GC -81
GC -A
GS -t
SPGS-1
GST -1
CST -1
RSF-RF-1
RSF-I
RSCS -1 L/R
HSCSH-1 L/R
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1/I TO 12
FEC -1
SPEC -1
TSET-I
TSET-I
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SPRF-1
CCB -1 L/R •
CCO-1 L/R
CCB -1 L/R
CCD -1 L/R
SRC -1
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RFE-1
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GTI
Gil
BG -1
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HSCSH-1 L/R
GTI
GTI
13G-4
SPF8G-4
CC -84
1 TO 12
FEC -1
SPEC -1
TSET-1
TSET-I
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ED -1
SPE7-1
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RFE-1
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1/2 TO 12
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4 TO 12
FEC -4
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ED -4
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CCD -4 L/R
CCB -4 L/R
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SRC -4
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CC -84
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1/4 TO 12
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CCB -1 L/R
CCD -1 L/R
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N/A
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N/A
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1/2 TO 11
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1 70 12
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LSRF-1
CCB -1 L/R •
CCD -1 L/R
CCB -1 L/R
CCD -1 L/R
LRC -1
LSRC-1
LSRF-1
LSRF-lE
•n
RSF-1
RSF-1
MSCL-1 L/R
HSCSL-1•L/R
♦ TO II
LSET-♦
LSET-♦
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TSE -4
HSESL-1
LRK-1
_ 1
CCB -4 L/
-4 L/R
CCB-4 L/R
CCD -4
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RSF-1
RSFK1
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4/ R
HSCSL-
CC8-1 L/R •
CC8-1 L/R •
RFE-IE
1/4 TO 12
FEC -1
SPEC -1
N/A
N/A
ED -1
SPET-1
N/A
N/A
HSE -1
HSEH-1
RKI-15.3
SPRF-2
LCD -I L/R
CCO-t L/
RC-1
LSPRC-1
RFE-I
DIE -FORMED RIDGE
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MSCH-1 L/RR
MK. NO. DFR-1
I
-
CCB -1 L/R •
CCB -1 L/R •
RfE-IE
1/2 TO 12
FEC -1
SPEC -1
N/A
N/A
EO -1
SPET-t
N/A N/A
HSE -I
HSEH-1
RKI-15.3
SPRF-2
CCO-1 L/R
CCD -1 L/R
RC -1
LSPRC-1
RFE-I
DIE -FORMED RIDGE
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HSC -1 L/R
HSCH-1 L/R
4K. NO. OFR -1
CCB -1 L/R •
CCB -1 L/R •
RFE-IE
a
1 TO 12
FEC -1
SPEC -1
N/A
N/A
ED -1
SPET-1
N/A N/A
NSE -1
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RKI-15.3
SPRF-2
CCD -1 L/R
CCD -1 L/R
RC -1
LSPRC-I
RFE-1
DIE -FORMED RIDGE
,HSC -1 L/R
HSCH-I L/R
MK. NO. DFR-1
CCB -4 L/R •
CCB -4 L/R •
RFE-4E
4 TO 12
FEC -4
SPEC -4
N/A
N/A
EO -4
SPET-4
N/A N/A
HSE -4
HSEH-4
RKI-15.3
SPRF-2
CCD -4 L/R
CCD -4
�
RC -4
LSPRC-4
RFE-4
DIE -FORMED RIDGE
I
HSC -4
4L L R
MK. NO. DFR-4
• INCLUDES GUTTER ENDCAP GE -1 L/R
CORNER
ENERAL REVISION
GUTTER
T.D.N.
4-88
GUTTER
CLIPS
EVISED FASTENER CHARTS
I.W.
J.O.
GUTTER
STRAPS
THC
' BW
BUILDING
STANDARD
GUTTER
FLANGE BACK
GUTTER
WITHOUT THERMAL
SPACER (PMT B)
EVISED FASTENER CHARTS
WITH THERMAL SPACER
(PART B)
8-06
WITHOUT THERMAL
SPACER
WITH THERMAL
SPACER
. 4.YC. 4-86
MADE CK'D. DATE
SLOPE
20-0'
2 PIECES FCR -101
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
WALL PANELS
WALL PANELS
WALL PANELS
WALL PANELS
WALL PANELS
2 PIECES FCR -t2.1
2 PIECES FCRA2-12.1
(PART A) WALL PANELS (PART A)
28-0'
2 PIECES FCR -13.1
2 PIECES FCRA2-13.1
lONCSPAN AND
SHADOW PANEL
2 PIECES FCR -14.1
LONGSPAN AND LONGSPAN AND
SHADOW PANEL SHADOW PANEL
LONGSPAN AND
SHADOW PANEL
LONGSPAN AND
SHADOW PANEL
LONGSPAN AND
SHADOW PANEL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
1/4 TO 12
GTI
GTI
BG -1
SPFBG-1
CC -BI
SPGC-B1
GC -A
GC -Bt
GC -81
GC -A
GS -t
SPGS-1
GST -1
CST -1
1/2 i0 12
GTI
Gil
BC -1
SPFBC-1
GC -81
SPCC -BI
GC -A
CC -BI
CC -BI
CC -A
CS -1
SPGS-1
CST -1
GST -1
q v
A g
1 TO 12
GTI
Gil
BG -1
SPFBG-1
CC -BI
SPDC -81
GC -A
GC -81
GC -BI
GC -A
CS -1
SPGS-t
CST -1
GST -1
4 TO 12
GTI
GTI
13G-4
SPF8G-4
CC -84
SPGC-84
CC -A
GC -B4
GC -84
GC -A
GS -4
SPGS-4
CSi-4
GST -4
1/4 TO 12
GTI
CTI
BC -1
SPF8C-1
GC -91
GC -BI
GC -A
GC -BI
CC -81
GC -A
CST -I
GST -1
GS7-1
GST -1
1/2 TO 12
CTI
CTI
80-1
SPF9G-1
GC -81
CC -81
GC=A -
CC -81
-CC -BI
CC=A _
GST -1
- GST -1
CST -1
GST -1
x
1 i0 12
CTI
Cil
BG -1
SPFBG-1
CC -81
CC -BI
GC -A
CC -BI
GC -BI
CC -A
GST -1
C57-1
GST -I
GST -1
8X
4 10 12
CTI
CTI
GG -4
SPFBG-4
CC -84
CC -84
I GC -A
CC -84
CC -84
CC -A
GS7-4
GST -4
GS7-4
CST -4
1/4 TO 12
CTI
Gfl
8G-1
SPFBG-t
CC -81
SPGC-81
GC -A
N/A
N/A
N/A
GS -I
SPGS-1
N/A
N/A
W
N/A
N/A
CS -1
N/A
N/A
1/2 TO 11
GTI
Gil
9G-1
SPF13G-1
GC -BI
SPCC -81
GC -A
N/A
SPGS-1
cy
1 ip 12
GTI
CTI
BC -I
SPFBG-1
CC -B1
SPCC -BI
GC -A
N/A
N/A
N/A
GS -1
SPGS-1
N/•
N!A
iQ
N/A
NIA
CS -4
N/A
N,'A
4 TO 12
CTI
CTI
BG -4
SPFBC-4
GC -04
SPGC-04
CC -A
N/A
SPGS-4
• INCLUDES GUTTER ENDCAP GE -1 L/R
CORNER
ENERAL REVISION
THG
T.D.N.
4-88
WALL PANELS
EVISED FASTENER CHARTS
I.W.
J.O.
2-88
8 ADDED CORNER FLASHING SCHEDULE
THC
' BW
EVISED RIDGE FLASHING MARK NUMBERS
TING
M.Me.
5-87
7 REV. SCHEDULE k OMITTED LSD -S, S9 & SS -5
TMG
JKC
$DATENO.
EVISED FASTENER CHARTS
.
M.Me.
8-06
6 ADDED CLEARANCE HOLE DIAMETER
NO REVISIONS MADE CK'D. DATE NO. REVISIONS
THG
MADE
JKC
CK'D.
DDED AND REVISED MARK NUMBER
REVISIONS
. 4.YC. 4-86
MADE CK'D. DATE
• INCLUDES GUTTER ENDCAP GE -1 L/R
SCALE: DATE
DRAWN BY: THC
CHECKED BY: BLJ
DESIGN APP'O. MY:
FLASHING, GUTTER, GUTTER CLIPS
AND GUTTER STRAPS SCHEDULE
EUFAULA _- -�� •l •e•MA
DRAWING REv NG
NUMBER ' FD -4 8
CORNER
FLASHING
WALL PANELS
EAVE HEIGHT
LONGSPAN
ARCHITECTURAL
MULTI -RIB
10'-V
1 PIECE FCR -910
1 PIECE FCRA2-9.10
1 PIECE FCRMR-9.10
12-0'
1 PIECE FCR -11.10
1 PIECE FCRA2-11.10
1 PIECE FCRMR-11.10
14-0'
I PIECE FCR -13.10
1 PIECE FCRA2-13.10
I PIECE FCRMR-13.10
18'-0
1 PIECE FCR -15.10
1 PIECE FCRA2-15.10
1 PIECE FCRMR-15.10
2 PIECES FCR -9.1
2 PIECES FCRA2-91
2 PIECES FCRMR-9.1
20-0'
2 PIECES FCR -101
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
22'-0-
2 PIECES FCR -11.1
2 PIECES FCRA2-11.1
2 PIECES FCRMR-11.1
24'-d
2 PIECES FCR -t2.1
2 PIECES FCRA2-12.1
2 PIECES FCRMR-121
28-0'
2 PIECES FCR -13.1
2 PIECES FCRA2-13.1
2 PIECES FCRUR-131
211-0'
2 PIECES FCR -14.1
2 PIECES FCRA2-14.1
2 PIECES FCRMR-141
10-0'
2 PIECES FCR -15.1
2 PIECES FCRA2-15.1
2 PIECES FCRUR-151
SCALE: DATE
DRAWN BY: THC
CHECKED BY: BLJ
DESIGN APP'O. MY:
FLASHING, GUTTER, GUTTER CLIPS
AND GUTTER STRAPS SCHEDULE
EUFAULA _- -�� •l •e•MA
DRAWING REv NG
NUMBER ' FD -4 8
STANDING SEAM II ROOF
PANEL FASTENERS
DESCRIPTION
3xIIIV
[u ORWA CARBON STEEL Nu HEAD
fra rASTENFA UIHOUT WASHO
PARR 010. 11t11I Ip Soar
AM ICATION
PANEL CUPS M-1 44 SSC -3.
CoN"ucAIM sUPPOAT CV. CABER
ANGIO. METAL MSO[ CLOSURE. METAL
OUTSIDE CLOSuaE AT MIDGE
ANO OTHER $&AM
YON-tr►OS1 CONDITIONS.
DESCRIPTION
I • 3/i
Lr TAPPING CARBON STEEL NDl NERD
FASTENER itIT •TALLER
MAN NO. /1153/• S11N
APPLICATION
Wa PILOT 1/i� C1iMANCE NOLE REQUIRED)
PETAL OUTSIOI S1111t AT RODE
ANO OTHER SWIM
NW-IUMM cONO111oN7.
DESCRIPTION
lr 1 1/i
ia11MIUM SIV ORLLI NG HEX HEAD
FAS1MEN MIN HASHER
MARK No 11211 1/4 SOIr
APPLICATION
CAVI. PANEL EaAPs AUXILIARY RAI;[
FLASHING. GUTTER~. CUTTOI CV Me
tKpoxo **a To STRUCTURAL.
cONMEcrnNs. .
ALUM"M-0 c AUAV-COATEO Aro
ALL PRI•FttaSllfD Roos
OESCR`IPTM
�13511/i
TANO&M SW 4RAA11G NO 11141014101 HEAD
PASTEN[R MIN WASHER
wRMM NO. /1351 1/4 WNW
AEP 1 A w
GAVE PAMEL VIOLAS. AIIrUA" RAKE
i fLASS" aVtu :7LtP. tuna CV A10
EXPOSED SNRT t0 STRUCTURAL
CONNECTIONS.
I AUAM&N-OC AUaV-CQARD moors ONLY.
ofS{„HISTM711
im 1u 5 I/r
41UW SELF OOKLOG IIOt HEAD
FASTEN" TRIM tiAill[B
LLAT No. 114ST/8 SDI►
APPLICATION
BOG[ nAlma. RAKE 111.16a1ING.
Becc fLASWri w. CUT1111 CUP
to oMrtER MP cOMM[ction ANB cxmsFa
UOaa OAAct TO UGHf GAUGE CONNECTIONS.
ALL. MMMT -11C ALLOT -COATED ANO
ALL Pal-tvas a ROOM
DESCRIPTION
+ r
rrnlfAN SOF WHAM His WASHgA "SAO
FASTCM .M
PARK No /ISn/D solea
T ADNN
BLDG[ 1"3111000. omit FUS1+1G.
BLDG[ n"" W. MSmER CUP
TO GUITa CUP, CONNECTION AO "POM
MR M:II" 10 LXHI CAIGt MINECTIOkS.
AUANOW-OHC ►Lar -COMM ROOFS ONLY
NOTE:
ut IRsc[AAAAQOIUS FASTDIM COLUMN FOR PANEL OLAP FASISHM.
ALL HEAD Suss SILL Rt01R s A S/It HE' SOCKQ UNLESS NOTEO.
LOC -SEAM ROOF
PANEL FASTENERS
VuIf 114.
Daum c"goN STEEL No "M
Amo nc M& lai 1/4 o •1
SAM"
ton IIYI. wax ARA_
N"NDON o°�POSIXI CONalwN&
QESCRIP111M
1751 1/i
LIM REIAIUM SOJ OMLU1O Mo 1140
FASTE"I11 TLTN WA>MA
MARK NO. Mall 1p 3311►
APPLICATION
PANEL 0101NS. A snAm
BNS[ nAsmm ANO 1140[
CLOSUR = W
AUAINM-OIC AUDT-0 71111 AO
ALL 10[-INNSIKD ROOM
DESCRIPTION
�91
fSAN11014I/ OalA11NG 111 WASW HEAD
FASTEt[R WIN WASHER
YAR► in foul 1/4 sDl•oo
. APPLICATION[MW
PANEL OS. A X1UQI17
BAKE FLASHUG ANO RIDGE
CLDIM M W.
ALwpar-Dc AUDI -COATED Boors 01ar
. NESC�
Liu S yr
law Sus o1LTIu10 IUts N40
Aaw�w111"1/BRr
APPLICATION
CAUL Bat CLOMM 1111L*04 FIASwO.
Bost IL4* tG. 11101 SO[ 9OWL Ow 10
nALL NAS1111G. Root Ett COI101 PLASMA.
CUTTIM CV. CUTLER sw Alco am[a Oslr
to Mama ELN CONKCIOL
ALLGAV M -IOC AUAW-COAND AAD
ALL PRt-F..SIIOD mom.
OESCRIPTION
11• t T/r
fA10Aa0 SUF OftUNG NO WASHEA HGO
FASTENER Wft11 WASHER
MAAP% Na. 114117n
APPLICADON
WE. 111001: CLOSM EEL BAN[ FlASNW4
Rim nAswr. Lets/ STD[ 4ML ROOT TO
►LRLN FLASHING. a= 311 COVER n Afw z.
Oma CLIP. Oxma STRAP Awo Cuff" CLIP
SO TamER CLIP CONN ECIML
Au..RM-talc Aua.-CoAnD Roos o1L1
NOK[: MISCELLANEOUS
NEL UP rASTDARS.
ALLI"I" SO2[ WALL ASS/ 0. NOM 010111 SOCNQ UNLESS MOta.
LONGSPAN ROOF
PANEL FASTENERS
my ML Here ralaa IBTN 11AOEI1 "MMove w0. 1811111/4 low
AM ICATM
1"a Co Commec�T1ola�Ara wan a ca
To STWAnVAL gmeatcri"
ALINMM-ELIC ALAW-COATED NO
ALL Pa[-IriSNEO aws.
OrscRIPTIO13M 2efN
C OARO IiLI►1(�
ORLMUG "a WASHER we
WITH" ■TN 1114"
MARK NO. 111X1 1/1 UHM
APPLICATION
4AN
vt O PIIRLAW M0 OI[-rot1ME0
ROD[ CONNIcna.1 E ANO oposo SHRT
TO STRUCIIAAL CONNECTIONS.
ALwY11M-twc ALLDN-CQA= awn ONLY.
DESCRIPflOtI
IIIb r 3/b'
ia[ANtAI MF UPNIG "a HIM
Im FASTENER WISH
Mo N0. 11u 1 tar
TAPPLICATION
I1/rb PLOT a 0/4-0 CLEARANCE HOLE a "[*)
•ANEL SA9[IAP avedc1ON1. RAs"
TO PANEL CONNIxT10113 ANO onto Como
ONCE? to Sew cot.RCTIONIS.
AAANIIIRA-Zwc am-CoAT[D ao
AL rat-nasNt.3 MM
IIII, ■ 3/A'
SiAOAaO mr UpPeno NQ "No NW
FASfCNcLWASHM
PARK No. /IiW4 SaeO
wp�tteN
(1/rA PILOT a I;Cb CIE/AA1MCt Ila[ B[OUARED)
//ANO s4.. C9:;&iaNS. FU►Sn11G
TO PARI Colltti 004 AND OTHER OPOSM
ITT To i1OLLT QDNMtcIIONS.
MADAM -0w 6v-caTED mom OMIT.
(
NOR. I
ALL Hm Un SHALL nouIRc A 1.'Ir TKA SMCT (MESS No=
I
Ct11tAAL
C.C. T.0 Bl 6-10
Bl AL -
RGIATIKAIIL
• REve[B Ar1B IOM• n-• ID1
LC. T.0.1L 3-NWALL
fafa" R[vgOltl 116 REDRAWN. AIO ChVrAD FASTCMM
$"CH
11. J.B.' 1 -MER
.N. GENERA►
MADS CK -O. DAT_ NO IItVI310N3 K'O. IISVIiKws
AAL Blob. 3-47
AOS OVE).OAT[
LONGSPAN AND ARCHITECTURAL
WALL PANEL FASTENERS
�13 5�1 r 1/
oRLL l coo" 11m No IIEA4
feww /IIsi 1/4 Mo
AWN
OM AT DIRRIIm ODOIIf
1111" 000113. Ott.
lion
!13 5Oau1O / 1/i'
EV COLOR IalraM 1t[r IITAO
FASfl I�i)111111140141111
Ibllutl%0 BAIL
&A MOLL GOT AATD 04 MR
CONNECTIONS; AND SWEET to
$"KICPJN& CONNECTIONS.
DEMAIPTION
4 a 3/c
NC010R IM(tC111IR�11P. 1K71 IIUO
IFM�i 100 Il,6203 i STIIaT
APPLICATM
Wr. PLOT a I/i1 CLCORRNU Nal RIG LO=)
a SCUM CONKCI W. P -MMM
11 PAIEL CONItClI M AND 0111ER 040
SHM CONI9ct1DNs
NOTE'
ALL We O3[3 SEINEN. mom A s/It Ma SOaa wens mrso.
SHADOW PANEL
WALL PANEL FASTENERS
Im pagarmy
�1:s11;P
tLs OKUM cIRBON STEEL NOM me
psump MTHOUt IIASNale
MARK NO. 113111 1/4 SOLO
Ow To PANEL cup$ Aw
rAIEL CLIP[ TO am.
DESCRIPTION
/1• If 7; V
V I,$"" CARBON Sim 1401 NEAO
FASTENER OtHM IMSHOI
MOM 00. /1w/4 mN
MEUCA
1 r�LOT a 1/F'A cLLMNCc NAE REQUIRED)
n To SNRT wcct1ONS.
arscpiPT10N
1!3 1"
DRW.YQ VVADW CHROMATE NEIL H40
ASTEHEa lona t S1AUM
WAK N0. 11351 SOIc
APPUCATION
MER TO ITR KIWAL ewesca011.
(Toa Ust "I" "Ur BANK ONLY)
rer, CRIPTION
kv WRDIOYO Wr BLAW
lvm No. IaI1Blx
/3RN7�fT SMELT TO
YSa11�1� 1
MISCELLANEOUS
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Jm ASCRIPTION
1I r 1 1/41'
ELF DRILLING CARBON SSRI NO WASHIA "M
SHOULDER rASTtha
"OAK NO. 113_1 1/4 SOW
APPl jCAT1ON
PANS CVS SM -1. SSIC-3.
MC -1 AMO LUC-S AATAMNAU,n.
DrSCRIPTION
I12 r 1 1/i 111114![Is OftL" CMISON STEEL. IID WASHER HLAO
SHMOER MIRK N0. /ISS�IE1/4 SBOTTA
APPLICATION
PANEL CUPS LUC-I AM Luc -t
ATTACHMENTS TO 80 J01113.
/12 i�n
tt/! Moar OftLm CARBON ISM NO 1140
FASTENER ONnOW WASHER
YARN NO. 113111 1/0 so"4
APPLICATION
NO UP �y Mu�IR I �Ie) 1 S 4
PANEL CUP'S SSPC-1 AHD SSPC-3
ATIAC/wINTE TO w AOMSTS ARO 111411001111
PANEL CUP$ to COLUMN FLANGE.
ASCRIPTION
War 1oRtLAAYG 1 1/t TVMS
LCARBON mEL 1101 HEAD
rASTENa NIMOUT WASHER
mom No. /131111 1/3 umm
APPLICATION
1 fp E Ta/TIM1
NEL AM 1/i
PACLAS SSPE -I AND 13PC
ATTACHMENR TO am JOISTS AO platy
PANEL CUPS 10 COLUMN ILAca.
_enCRIPmN
;10 r 1 1/t
Eu TAPPNO CARBON HEEL HEX I"
/ASTOKR MIN WA3N[A
Minot N0. 11ORI 1/3 am
APPLICATION
PwaS t0 WOOD STRUCTURE
(1/4r W.A ME40 SOCKET AEOiHR[ ..
13£SCRIP-1011
1; r • se 047
MARK No. 1/6 wb[T
AEPLICATIO
WI ANO P.A"4
To PAt1EL CorRlrctwNS.
Of Sr.0i 'T1CN
J/If o"ITER FS47 NbTa MASHLA
YMK 0-0. SIN -1
APPLICATION
LOHMAI SnIANT TO SKYL-W SCEW
C"JECTIO11 A9 LONGSPOU AI10 AK1N:[CnRUL
WALL PANEL To SJ:tL"r AO 3zr_c4r
to SOGJG NT Scan Ca«rcat:,a
(SPEUAL Nos[P[u R[OIAREc)
0D SCS
TO It 1/t
f[lr TAPPING fUII1BON ff(EL NOL. NTAD
FASTENER Wit"iT aASHE11
WPK H0. 11,Ir1;i SIM
APPLICATION
Ww w yw MUL.'C•:S
lam, I NCIE.
ALL IMO Saab DOLL WOUM A 1/tr NO SOCKIT UNLESS MM. ALL HEAD SIZES SH►LL REGIME A S/It;' as SOCPE► UNLESS Norto.
SICAU: OAT[_19ii"
paAllN Ori TND .-63 FASTENER APPLICATIONbwA1LA
MITI GUIDE
O•�tN �• �I N[v. Nb
ICRAWING., FD -5 •
NUMBER
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r �
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