HomeMy WebLinkAbout000-000-006u
COUNTY OF BUTTE
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. RE[WURGING BARS, WIRE MESI1, 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
t1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A t1/8 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.
13. ALL ANCHOR BOLTS SHALL HAVE A 2 1/2 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS
LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH 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)
i�
BASE ANGLE DETAIL
FINISH
FLOOR
1/r • ANCHOR BOLTS X 6-
(SEE NOTES #13 & #14)
• B'
n
• B•
YI NOMINAL DOOR WIDTH 2'
DOOR WIDTH + 4"
TYPICAL OVERHEAD DOOR LAYOUT
S
II II •
II II
II II
II II '
1/2' 0 ANCHOR BOLTS
(SEE NOTES #13 & 014)
SECTION "B" - "B"
(OF TYPICAL OVERHEAD DOOR LAYOUT)
REVISIONS
1/2- 0 ANCHOR BOLTS X 6-
E NOTES #13 & y14) -
CI DI
STANDARD SLIDING DOOR LAYOUT
7p
,.� STEEL LINE
1 /r 2" r
Y 2„ GUIDE ANGLES
FINISH (NOT BY A.B.C.)ffBOLTS
��- FLOOR FLOOR
-OUT OF CONCR(BE
YOND)
1/r 0 ANCHOR BOLTS 1/r
(SEE NOTES #13 & 014) (SEE NOTES 013 & #14)
SECTION "C" - "C" SECTION "D" -
(ALTERNATE DETAIL OF (STANDARD DETAIL OF
STANDARD SLIDING DOOR LAYOUT) STANDARD SLIDING DOOR LAYOUT)
REV
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
i 3.5
PSF METAL BUILDING DEAD LOAD, OL 1. OL + LL + ML
2• /•O
PSF COLLATERAL DEAD LOAD. ML 2. BE -66 -4 -UL
12. SNOW
SEISMIC ±•O
3, 20
PSF ROOF LIVE LOAD, LL 3. DL + WL
AAC-1
4- �2
PSF FRAME LIVE LOAD, LL -
ASC -2
5. -
PSF GROUND SNOW LOAD, P9. Mt
6.
PSF ROOF SNOW LOAD, SL 6.
7. 8a _
MPH WIND SPEED (EXPOSURE C ) 7.
E-01 --c-04-
DATE I REV. NO.
5-94 0
5 -94 0
5-94 0
5-94 0
8. 0 SEISMIC ZONE. SZ. 8•
9. 9.
10 OCCUPANCY IMPORTANCE FACTORS
11. -- WIND ).O
12. SNOW
SEISMIC ±•O
THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE METAL BUILDING
SYSTEMS MANUAL (MBMA '90) AND OR
STANDARD BUILDING CODE. 19 EDITION
BOCA NATIONAL BUILDING CODE, 19 EDITION
NATIONAL BUILDING CODE OF CANADA, 19 EDITION
✓ UNIFORM BUILDING CODE. 19 )- 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 (iCBO) - i 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-190862 GC, LP2, LP4, LP2-M, LP4-M -
5. WISCONSIN-# 900007 -Mt 13 BASIC STYLES.
-
6. CITY OF CLEVELAND, OHIO DOCKETS S-52-82.`
7. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY.
-
8. AISC DUALITY 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 UPUFT-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 FABRICATORS LICENSE 81390 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 -UF' 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. -
�FGONDARY FRAMING STFFl_
STEEL USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND 'C" SECTIONS SHALL MEET THE PHYSICAL AND
IR.-, •r tttl
v
CHEMICAL PROPERTIES OF ASTM A 570, GRADE 55.
STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL
PROPERTIES OF ASTM A 446, GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTM A'525.��
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.
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION
G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A 446 GRADE D. MINIMUM YIELD STRESS SHALL BE
50.000 PSI. _
��7
(1�
_
v^ R!,
THE CERTIFYING ENGINEER HEREWITH IS NOT TH EN ER ]
NC
OF RECORD FOR THE OVERALL PROJECT AND IS LG
CERTIFYING THAT THE DESIGN OF THE METAL BU DINCJ C%(
COMPONENTS FURNISHED BY AMERICAN BUIL DINGS�•C�1aP Y
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL. COATING
DESIGNATION AZ 55. CONFORMING TO THE REQUIREMENTS OF ASTM A 792. MINIMUM YIELD STRESS SHALL BE
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
SATISFY THE DESIGN REQUIREMENTS SPECIFIED AB
AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION _n
EXCLUDES ERECTION OF THE STRUCTURE.
"
0� y�
50,000 PSI.
`.���-
C L,rT
SCALE: DATE
RED TOP RICE GROWERS
DRAWNBY: LK40 5-5-94• 3200 8TH STREET
CHECKED BY: J4J 5-5fT4• BIGGS , CA
DESIGN APP'D. BY: S4rA C111 TOLSON ENTERPRISES
REVISIONS MADE CK'D. DATE
1-941
EUFAULA - - ALABAMA
DRAWING! ABC -1 REV, NO.
NUMBER 51867801 0
N ■
ROOF PANELS
TYPE: OA/ P -6 COLOR_AZ CTz
PAINT WARRANTY:= WATER TIGHT WARRANTY`•—
UL 90 CERTIFICATION: :
IF SSII: FIXED CLIP! SLIDING CLIP'
WALL PANELS
TYPE -,:!L SPA/✓ GAGE:26COLOR: LTSTPLL BASE: BA
PAINT WARRANTY:
EAVE TREATMENT
STANDARD GUTTER W/ DOWNSPOUTS —FT O.C. (MAX)
FLANGE BACK GUTTER W/ DOWNSPOUTS — FT O.C. (MAX)
7iF SIMPLE EAVE TRIM
DELUXE EAVE TRIM
ICE AND SNOW TREATMENT NO:—
TRIM COLORS
RAKE TRIM: $RSLP70 / EAVE: �rSTPLc
DOWNSPOUTS' — FRAMED OPENINGS: L.TSTPLL
CORNER: L- S%fL BASE TRIM: R SSL
MISCELLANEOUS:
PRIMER COLOR
RED OXIDE GREY•_ SPECIAL'
ROOF FASTENERS
STANDING SEAM 11
A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
B. 14 X 7/8 SELF DRILL HEX HEAD W/ WASHER
C.12 X 1 1/4 SHOULDER CLIP SCREW
D. 114 X 3/4 SELF TAPPING HEX HEAD W/O WASHER
E. (j12 X 1 1/4 SELF DRILL HEX HEAD W/0 WASHER
LON9K A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
WS. #14 X 3/4 SELF TAP HEX HEAD W/ WASHER
LOC SEAM
A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
B. #14 X 7/8 SELF DRILL HEX HEAD W/ WASHER
C. #12 X 1 1/4 SHOULDER CUP SCREW
D. #12 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
WALL FASTENERS
-)ke LONGSPAN OR ARCHITECTURAL
4 SELF DRILL
X
S. #14 X 3/4 SELF TAP HEX HEAD D /
W/ CLEAR WASCLEAR HER
C. #12 X 1 1/4 SELF DRILL HEX HEAD W/0 WASHER
SHADOW PANEL
A. #12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK
B. #14 X 3/4 SELF TAP HEX HEAD
C. X112 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:— (I- THICK ONLY)
SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION)
REVI
WALK DOORS
6070
TYPE
&M —NL —HG
SWING LOCKSET CLOSER
N XYZ- —YES -)�NO
COLOR
WHITE
LINER TRIM
—YES 2�1,10
LINER TRIM
COLOR
ROOF CURB FRAMING
SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS
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 2500#.
OTY SIZE
OA6E 2)�- 3070 —
— — 3070 _
6070
—M —NL —HG
—YES —NO
WHITE
—YES —NO
—YES —NO
OTY WIDTH LENGTH SLOPED AT RIDGE
— — 3070 —
6070
—M —NL —HG
__YES —NO
WHITE
—YES —NO
—
-- --- -- -
- — 3070 —
6070
—M —NL —HG
_YES —NO
WHITE
—YES —NO
-- ,
FRAMED OPENINGS
OTY WIDTH HEIGHT SILL HEIGHT
2 /7O 14Q FF
FR WRAP TRIM
LINER TRIM LINER M
—YES —NO
COLOR
—YES fir- NO
—YES �NO
—YES —NO
—YES —NO
—YES —NO
—YES —NO
—YES —NO
—YES —NO
—YES —NO
—YES —NO -
-YES —NO
—YES —NO
_YES —NO
—YES —NO
—YES —NO
—YES
—YES —NO
—YES —NO
—YES —NO
—YES —NO
WINDOWS
SELF -FLASHING THERMA-PANE GLASS, BURNISH SLATE
OTY WIDTH HEIGHT LINER TRIM LINER
TRIM
COLOR
—YES —NO
—YES —NO
—YES —NO
—YES —NO
_— —YES —NO
LOUVER
S
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
ROUND 20" THROAT WHITE VENTILATORS
LINER TRIM
TRIM COLOR
—YES —NO
--
-YES —NO
ROOF JAXS
—YES —NO
OTY TYPE
—YES —NO
_— DK -3
-- QUANTITY
RIDGE MOUNTED SLOPE MOUNTED
9" X 10' RIDGE
VENTILATORS
OTY AT 10' SECTIONS LINEAR FEET CONTINUOUS
ROOF JAXS
HEIGHT
OTY TYPE
UNIT.
_— DK -3
1/4" - 4' DIAMETER
_ DK -5
4' - 7 DIAMETER
DK -8
7 - 13" DIAMETER
ROOF CURBS
OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR
8 18
18
SKYLIGHTS / WALL LIGHTS
TRANSLUCENT SKYLIGHTS OTY:-- SIZE:— TRIM: ---
TRANSLUCENT 4' 9" WALL LIGHTS
FACAD
CLEAR
CORNER
TYPE VERT OR SLOPED
HEIGHT
LENGTH PROJECTION UNDER FACADE
UNIT.
-
FACIA PANEL TYPE
GAGE: —
COLOR: TRIM COLOR'
SOFFIT PANEL TYPE: _
GAGE: —
COLOR: TRIM COLOR•
BACK PANEL TYPE —
GAGE: —
COLOR: TRIM COLOR•
.• `a:
•4 `• i`w r J1J.w
CAN PI S
CLEAR
SOFFIT SOFFIT
F S
OTY EW SW
SLOPE PROJECTION LENGTH UNDER BEAM
PANEL TYPE COLOR
EAVE TRIM TRIM
COLOR
DOWNSPOUT ELBOWS ONLY:
DOWNSPOUT RETURN:
I' OVERHANGS
OTY PROJECTION
LENGTH
SOFFIT TYPE COLOR GAGE
SW —
SIN
26
DOWNSPOUT ELBOWS ONLY:
— DOWNSPOUT RETURN:
EW
26
EW
26
PARTITIONS
QTY WIDTH LENGTH
HEIGHT
PANEL TYPE GAGE COLOR
SPECIAL NOTES
MISCELLANEOUS MATERIALHToR
(I)5OFT QoL.0 IQ" IUIC* FLASHDEVL SUPPL-IEF.Q 'O SEAL I=00F Pog t5=-rn,,I.S 4-7 SUG1=6T LSV
Cin. (hrs..OEwHI /s EACH FDG
1-94
SCALE: DATE QED. TOP P/CE-.C,P_OWERS_.. -
EUFAULA fq% ALABAMA
DRAWN BY: 1.4S 5-94 3200. 8TH 7PEE7-_
CHECKED BY: _Sau g.,2-qa Ri REV. NC
DESIGN APP -0. BY: 121'1 'TOL c0N_ EA/%EP Pl,1 SES- DRAWING. 5 � 867 P 0/ .,46c.2 0
NUMBER V
5-0"
EAVE STRI
c,_,p Gl:
.c. e,
EAVE STRUT Z'Ce5w)
+
EXISTING 21'OOCONCRETE TANK (TYP)
CLIPGC--3 ryP.
vi 5eloro
v)
FIELD MODIFY PURLINS AND
ROOF PANEL AS REQUIRED
AT EXISTING TANKS.
PURLIN SPACING NOT TO
EXCEED 5'0.
VLA514 OL -9
e=F= NOEL- I I GA -X PML SUPPORT
FIELD MOOI FY — PflCk
TO WALL 6Y 'e%.0lq-
111,2XI4'5
I 56OTS (R
(:jC-3 CLIP -,qAJCY
TO UJq L 1 6Y 6LL
Sr=c-T-Ic),-j
51 Al I G qp- (9 N1c"v
5IDe— GAvasr)2Ur
<LOW EAVE> iB
ROOF SHEETING PLAN
F
4
v19 4o 0
gW
z r,
U
�K
R
FIELD MODIFY PURLINS AND
ROOF PANEL AS REQUIRED
AT EXISTING TANKS.
PURLIN SPACING NOT TO
EXCEED 5'0.
VLA514 OL -9
e=F= NOEL- I I GA -X PML SUPPORT
FIELD MOOI FY — PflCk
TO WALL 6Y 'e%.0lq-
111,2XI4'5
I 56OTS (R
(:jC-3 CLIP -,qAJCY
TO UJq L 1 6Y 6LL
Sr=c-T-Ic),-j
51 Al I G qp- (9 N1c"v
5IDe— GAvasr)2Ur
<LOW EAVE> iB
ROOF SHEETING PLAN
BC4-25.3
0
0
0
x
L-EAVE STRUT LINE (SEE S.W.)
<LOW EAVE>
8Z16-18,4
TYPICAL U.N.
16'4
18*4 OUT TO OUT OF PURLIN LINE
ROOF FRAMING PLAN
FIELD MODIFY PURLINS AND
ROOF PANEL AS REQUIRED
AT EXISTING TANKS.
PURLIN SPACING NOT TO
EXCEED 5'0.
VLA514 OL -9
e=F= NOEL- I I GA -X PML SUPPORT
FIELD MOOI FY — PflCk
TO WALL 6Y 'e%.0lq-
111,2XI4'5
I 56OTS (R
(:jC-3 CLIP -,qAJCY
TO UJq L 1 6Y 6LL
Sr=c-T-Ic),-j
51 Al I G qp- (9 N1c"v
5IDe— GAvasr)2Ur
<LOW EAVE> iB
ROOF SHEETING PLAN
2 OPPHaUO
E-04
2
(4?10 ER -5001
12Cl2
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J'S&B J.C-'Gc-8
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WAC
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W/ 6a) 1q.915 OPP
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IS
01
<11 4u
t2wicza re EC -5002 EC -55001
V1 ro
TYPICAL U.N.
B A
22'1 OUT TO OUT OF GIRT LINE
ENDWALL FRAMING AT FRAME LINE 1
GABLE ANGLE GA -1 TYPICAL
ER -5101 GC -14-
1-101, 1X1RE cur
A 1rA am To Ta ur_ W Ali.
8 C4�-1.1-0?
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X F. 0.
00
-EC-5001 EC -5002
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TYPICAL. U '. A "01 g-'/
A
22'1 OUT TO OUT OF GIRT LINE
:ENDWALL FRAMING AT FRAME LINE 2
GABLE ANGLE GA -1 TYPICAL
1.5 2kI-15.5
.5)BA-20
ENDWALL SHEETING AT FRAME LINE 1
SHEETING PACKAGE MK# EW01S—A
1. 5), - R-- ILI - 15113
m
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to
(:.5)BA-20
ENDWALL SHEETING AT FRAME LINE 2
SHEETING PACKAGE MK# EW01S—A-
Et E80S4-18.4 (r1•pf
t— BC4-23A—>
• � \/ FDN2g.4
/
Gc-/Q 4C-�L
\FJ15-7.2
8Z15-15.5
TYPICAL U.N.
1.0 16'4 1'0
2
18'4 OUT TO OUT OF GIRT LINE
SIDEWALL FRAMING PLAN LINE A
FIELo St_or G712.r5 Foe- B24OWfj
� 'Et'EIHSOI f i
1 I
I N I I I
I 1 I 1
�'I 1
I GC -3 NP. I
I FIE�o A7fNCH
EXISTING ; ro raurwa�� EXISTING
CONCRETEm I I CONCRETE
TANK Ln TANK
\ 1
`FIELD ATTACH GIRTS 'I
i\ I I FIel.ocur pS P-gVC2
I 1 1 1
50
0/0 GIRT LINE
SIDEWALL FRAMING PLAN LINE C
REC-1R 1.5 FEC -t REL -1L
(1)BA-20
SIDEWALL SHEETING PLAN LINE A
:5-_FLp TSTOC IL �_ -
SN/AJ
LAP AS
–^l REQ D.
SIDEWALL SHEETING PLAN LINE C
BEVEL WA
CUT WASHER
CABLE BRACE OR ROD
ER WEB
BRACE DETAIL I
E 04
SAVE STRUT 4- A325
BOLTS W/WASHERS4(U.N.)
(2) 1 /r0 X I v2 •A325
BOLTS W/WASHERS (U. N.)
12C12 ENDRAFTER
SAVE STRUT PLATE
ESP -1 T11F
W8 x 10 I -
COLUMN
1/Yo X 1 1/4" A325 BOLTS
EAVE STRUT DETAIL 2
INSET GIRTS LOWSIDE F04
SIDEWALL GIRT
GIRT EXTENSION I
OEA- 1
CORNER GIRT CLI
CGC-I IL SHOWN
CCC -11R OPPOS
2 1 /r
T CLIP
-iL SHOWN
-IR OPPOSITE
COLUMN
z
0
_..JWALL GIRT
NOTE:
ALL SECONDARY FRAMING CONNECTIONS
SHOWN MADE WITH 1/r0 X 1 1/4' A307
BOLTS W/2 SAE WASHERS PER BOLT.
ENDWALL CORNER GIRT CONNECTION (H 1
8" INSET S.W. GIRTS / 8" INSET OR FLUSH E.W. GIRTS 1'-O' OVERHANG E04
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.
GIRT CUP GC -1 4
FOR 8' GIRTS
wwu
COLUMN
12 X 14 A923 b/u
co yle2
COI.Y M V
GIRT
I/Yo X 1 1/4' A30
BOLTS WPWASHERS GIRT EXTENS�N ANGLE
GEA -1 GIRT CLIP GC -1 R
PER BOLT
_ FOR 8' GIRTS
SECTION / L
Eo4
EXAMPLE (MEMBER SIZES
EIE8OS4-20.0 = 8" EAVESTRUT EXTERIOR BAY 1:12 14GA. X 20'-0" LONG.
IIE8OS4-20.0 = 8" EAVESTRUT INTERIOR SAY 1:12 14GA. X 20'-0" LONG.
8Z16-21.6 = 8" ZEE PURUN/GIRT 16GOL X 21'-6" LONG
8EC16-21.0 = 8" CEE PURLIN/GIRT EXTERIOR BAY 16GA. ' X 21'-0" LONG.
SIC16-21.0 = 8" CEE PURUN/GIRT INTERIOR BAY 16GA. X 21'-0" LONG.
9.5Z15-21.6 = 9 1/2" ZEE PURLIN/GIRT 15GA. X 21'-6" LONG.
9.5EC15-20.0 = 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..
BC5-20.0 = 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'-O' LONG.
BR5-20.0 = 5/870 DO
BR6-20.0 = 3/4"0 DO
BR8-20.0 = 1 0 DO
BR9-20.0 = 11/8"0 DO
BR10-20.0 = 1 1/4"0 DO
BR11-20.0' = 13/8"0. DO
BR12-20.0 = 1 1/2"0 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: M5 o•9a 3200 8TH STREET
CHECKED BY:1 5•/2.94 BIGGS, CA
DESIGN APP'D BY: -Sit sftPfCl TOLSON ENTERPRISES
°-auso
N UMBER I 51867801 E-04 I R ONO.
3'
O
NUT HEAD
A307 MACHINE BOLT
A3 25
I
N
NUT HEAD
A325 HIGH TENSILE BOLT
1 ASTM A307, A325 BOLT IDENTIFICATION
D1 (W = e• FOR 'i 4 BOLTS, W =1'4* FOR 3; 4 BOLTS)
WEB OF COLUMN OR .—CM
BEVEL WASHER
HEX NUT
CUT WASHES
REVI
3
D1 CABLE BRACE DETAIL
CABLE BRACE
T
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 MINIMIIM TENSION 5110%VN 114 THE TAEILE
BELOW. BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS,
AND WHERE LOOSENING OR FATIGUE DUE TO VIBRATION 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 -
2° BASE ANGLE FASTENER (BY OTHERS) STRENGTH BOLTS. THE NUT IS TURNED FROM THE SNUG -TIGHT POSITION
'; + CONCRETE ANCHOR (MIN.) CORRESPONDING TO A FEW BLOWS OF'AN IMPACT WRENCH OR THE
5�-0' 0. C. (MAX.) FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH, THE
AMOUNTOF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT
DIAMETER AND LENGTH.
BASE ANGLE(PRE- FORMED
18 GA.N MATERIAL) _�.:oad. •. 1=
PER AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325
GRADE :; 2• MIN. 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.
2
D1 SECTION THRU BASE ANGLE
I
BEVEL WASH
CUT WASH
HFX Is
L>
"F COLUMN OR RAFTER
4 ROD BRACE DETAIL
W/CHANGED FORMAT
D BRACE
SCALE:
DRAWN BY:
CHECKED BY:
DESIGN APPM. BY:
ISSUE DATE:
DATE
6-66
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 I 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.
BOLT C PEC i FI CAT IONS EUFAULA L.
BASE ANGLE AND
BRACING DETAILS
DRAWING Dl
NUMBER
ALABAMA I •
A325 BOLT SCHEDULE
SIZE
REMARK
TENSILE KIPS
NUT ROTATION
'2 x 1'4
ASTM A-325 HIGH TENSILE
12.0
TURN
4 x 2
ASTM A-325 HIGH TENSILE
12.0
TURN
34 x 2
ASTM A-325 HIGH TENSILE
28.0
'3 TURN
34 x 2 34
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.
BOLT C PEC i FI CAT IONS EUFAULA L.
BASE ANGLE AND
BRACING DETAILS
DRAWING Dl
NUMBER
ALABAMA I •
PURLIN OR GIRT
It: AXIS BOLTS
C WIO WASHFRS
r� 0 ■ tri A 32 BOLT) .\
Wl WASHER
F:W4 BRACE--
(FiELD B:ND TA3)
RIGID FRAME RAPIER
OR COLUMN
Ib' A325 BOLT
)v. W 1 WASHER
f ■ I,-
W19
,W19 WASP
10 A a tri A32B BOLTS
'10 WASHERS ' '
OR GIRT e l 2 IV A301 BOLTS—'
W12 -SAE WASWAS '
PER BOLTIU.N.)
IR COLUMN
®1 QD
PURLIN ANO GIRT CONNECTION
AMSECTION THRU FRAME AT FREBRACE Or - B' LAP AT FRAME LINE
NOTE:
ALL Bi PURLINS AND Ds BY-PASS GIRTS USE
A 325 SOUS WITHOUT WASHERS.
gr
1' • tt I 1'- 11' PURLIN OR GIRT
■ II. A 207 BOLTS !'V 4 ■ 1: A307 BQ.TS ti' j f d' A 207' BOLTS
W12 -SAE V"HERS W12 -SAE WASHERS wl2•SAE'w"HERs
PER BOLT ( U. N.) PER BOLT I U.".) PER BOLT I U.N. I
RAFTER OR COLUMN
4 PURLIN AND GIRT CONNECTION
t1 3'41' LAP AT FRAME LINE
� 'a.# • IV A 307 BOLTS
W12 -SAC WASrtEAS
PER BOLT 1 U. N.1
OR GIRT
SER OR COLUMN
1
e PURLIN AND GIRT CONNECTION
T. O' LAP AT FRAME LINE
IV A307 BOLT
• • — - - - Wl 2 • SAE WASHERS(TYP. U. H.)
PURLIN OR GIRT
1 �I3-0• LAPICONDITIONI
PURLIN OR GIRT i�+f tri A725 BOLT
WIWASHER MUST BE RIGID FRAME RAFTER
USED IN LIEU OF A307SOLT OR COLUMN t
D FRAME FOR FRAME BRACE CONNECTION A A
!
PURLIN AND GIRT CONNECTION
D1.1
51.6' LAP T FRAME LINE
'I s 1'4 A 325 BOLT ,
WITH WASHER
FRAME BRACE *V44.
1111 CLO BENO TA 131 c
I
e }I
SECTION THRU FRAME AT FRAME BRACE
. 1
NOTE I
1. AU. �� I A307 BOLTS AND A325 BOLTS SHOWN IN DETAILS FOR PURLIN AND GIRT 03NNECTIONS
ARE BEARING TYPE 'CONNECTbNS AND NEED ONLY BE TIGHTENED TO THE SNUG TIGHT'
CONDITION. i
I DETAILS ARE SHOWN FOR STANDARD MOTIONS, WHEN A325 KT BOLTS ARE RECUURID V SPECILL
DESIGN, WASHERS ARE NOT REOUIRED FOR ROUND HOLES N PURLIN AND GIRT CONNECTICNi H LPOE40
VOSHERS SHALL BZ INSTALLED OVER ALL SWTTED HOLES IN AN OUTER PLY. I'
I
SCALE: DATE r
aA�IM PURLIN OR GIRT w►.w.—6%'V14. 1 &,&S•`& II
CONNECTION DETAILS�� i
OpIf11M�Rfti� DRAWING.,•[•• na •i
DI I
REVISIONS AOt CK•O.OATt NO. REVISIONS AO[ 'O
CK.OAT[ I.Wf41ARE1 4.69 HUMMER .3 ,�
!0'I
EAVE STRUT'
SEE NOTE "A-
(2) "0 x l:" A 325 BOLTS
W/WASHERS
EAVE STRUT PLATE +
(ESP=1) 1"
RIGID FRAME COLUMN
' EAVE FRAME BRACE
RIGID FRAME RAFTER
1; j x 16" A 320 BOLT -x
.WI WASHER A-325 BOLTS
( U.N.)
eHAUNCH CONNECTION
oll •
NOTE:
EAVE FRAME BRACE
OMITTED FOR CLARITY.
• SEE o„ FOR DETAIL.
i•�
I
EAVE STRUT PLATE
(ESP -1)
(2) =*X 2-A32S BOLTS
W/H .T . WASHERS
R.F. COLUMN—
EAVE STRUT
(2) a -OX 1, A325 BOLTS
W/H .T . WASHERS
R.F. RAFTER
V# A325 BOLTS (UN.)
e(
EAVE STRUT CONNECTION TO COLUMN
�) HIGH SIDE EAVE STRUT CONNECTION SIMILA ll
. •"COLUMN .L I mE COLUMN -
I j • 3- FIN. FLOOR
BASE ANGLE I
FASTENER
GIRT LINE
MIN. PROJECTION
BASE ANGLE I x.'01 • d SEE SHEET ABC -1 ( U.N.)
GRADE i� •�
I
. ^I�
I ANCHOR BOLT
eBASE DETAIL AT EXTERIOR COLUMN
I1
(2)
i W (WASHERS BOLTS HIGH SIDE
SAVE STRUT
RIGID FRAME RAFTER-' �9)1�#x1y`A 325 90175
• W/ WASHERS
EAVE STRUT CLP
I� ( ESP -1 )
EAVE FRAME BRACE
r# A 325 BOLTS
( U.N.) +xf A 320 BOLT
WI WASHER
RIGID FRAME COLUMN
3 HIGH -SIDE HAUNCH
011
CONNECTION
NOTE:
112' • BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REQUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET 01.
*FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO.
NONE GATE
-TE FRAME OETAILS
SSF BUILDINGS tw.ua•
1� INSET GIRTS Ant�ICAM '
b. h DRAYING
9-93 NUMBER D 11
+i it XIV A325 8C .`S .
1;# x 1j- A 329 BOLT
E VE STRUT
EAVE STRUT '
i
p a � Wim•
RIGIO FRAME
ESP -1 SEE NOTE
"A"
C
_
x 2' A 32 5
GIRT CL 1 P (GC -10 SHOWN FOR S' GIRTS 1
BOLTS W'l WASHERS
(GC - 3
FOR 0'i GIRTS 1
GIRT
SAVE FRAME BRACE
FRAME.BRACE
"
EAVE FRAME BRACE
� �
RIGID FRAME
NOTE"A-
FOR EAVE RIME BRACES EFB.
L'4x1'•'4325 BOLTS
RAFTER
INEPREX HED2 S.D. ASTENERS
W/ONE WASHER—
W I ONE WASHER
SECTION
THRU HAUNCH
1'I AT EAVE
FRAME BRACE
( HIGH SIDE EAVE FRAME BRACE SIMILAR)
NOTE:
112' • BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REQUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET 01.
*FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO.
NONE GATE
-TE FRAME OETAILS
SSF BUILDINGS tw.ua•
1� INSET GIRTS Ant�ICAM '
b. h DRAYING
9-93 NUMBER D 11
1;# x 1j- A 329 BOLT
W I ONE WASHER
AF.
GIRT CLIP (GC -1L SHOWN FOR S" GIRTS)
COLUMN
(GC -3 FOR 0'i GIRTS)
GIRT CL 1 P (GC -10 SHOWN FOR S' GIRTS 1
(GC - 3
FOR 0'i GIRTS 1
GIRT
FRAME.BRACE
St x 1L' A 329 BOLT
W I ONE WASHER
30
GIRT
GIRT EXTENSION ANGLE
(GEA -0
j�• X li- A307 BOLTS
W/2 -SAE WASHERS PER
BOLT
7 GIRT
11
CONNECTION
TO COLUMN
NOTE:
112' • BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REQUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET 01.
*FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO.
NONE GATE
-TE FRAME OETAILS
SSF BUILDINGS tw.ua•
1� INSET GIRTS Ant�ICAM '
b. h DRAYING
9-93 NUMBER D 11
"2
'• x 2' A32� GOAL (U.N1
OR ALL 12 C RAFF'TERS
GIRT
DEPTH
I-1► % li- A325 BOLTS 2'i0X'2* A32S BOLTS (U.10
u/ LLT. WASHERS
FOR ALL ()I C RAFTERS
EAVE
STRUT (2);-* X li A3 S BOLTS(U.N.)
� m
EAVE STRUT CUP-'-----�
1SHOP WELDED) - — -- - •
CORNER COLUMN I I ENOWALL RAFTER ENOWALL RAFTER
(SINGLE CHANNEL 1 1 ( SINGLE CHANNEL RAFTER) fflNKl9 CM"KLfRuT9111
1 CORNER COLUMN
I2 CONNECTION DETAIL
SIOEWALL
COX If.A 328 BOLTS
GIRT
W /ONE H.T. W%SHET1 PER BOLT
* FRAME BRACE
ORNER'-COLUMN
( F8-1 1
( SINGLE CHANNEL COLUMN 1
CORNER GIRT
CLIP
(SEE SCHEDULE)
fox I
A307 BOLTS
W / 2 -SAE
WASHERS PER BOLT
NOWALL GIRT
0It CORNER
GIRT CONNECTION DETAIL
GIRT CLIP SCHEDULE
Got 1 602 1 CLIP MARK NUMBER
s COC -1
B- Coc -
-t
_YL9I CGC-2
2 ENDWALL RAFTER
012 SfL 1 CE DETAIL,
GIRT CUP (GC -1' SHOWN FOR B' GIRT$)
W-3 POR 9'i clign)7
4(SHOP SPLICE)
ZENDWALL'RAFTER -•
I 1 SINGLE CHANNEL RAFTER I
eENDWALL RAFTER
olz RIDGE DETAIL
L INTERIOR COLU"N
E CHANNEL COLUM10
r cuPIGG-t'SI "FPR4fGIar5) OUTSIDE OF
IGC -3 FOR t1601TSI CONCRETE
IRT WITH
_-* x I.'- A307 80--'•— - • ') G i RTS I
LT
W12 -SAE WASHERS IRT EXTENSION
PER BOLT ANGLf'19A-1
�1,RT CONNECTIQN DETAIL
AT.
E�0WALL I NTEJ I OR COLUMN
LIN
J I PDEPTURLIHN
SHOP WELDED PLATE
WITH BOLT AlENOWALL X li' A307 BOLT
COLUMN LOCA ION 11TH 2—SAE WASHERS/BOLT
ENOWAL RFTER
(SINGLk CHANNEL RAFTER)
PURLIN CONNECTLON DETAIL
012 AT ENDWALL RAFTER
�•(211*x IT A 325 BOLTS
/ W IONE -KT. WASHER PER
` RfTI T
VARIEST
ENOWALL INTERIORNOWALL RAFTER
COLUMN (CHANNEL)SINGLE CHANNEL RAFTER)
MN CLIP
P WELDED)
• ENOWALL INTERIOR COLUMN
of CONNECTION DETAIL
CORNER COLUMN
EAVE STRUT CLIP ( SINGLE CHANNEL COLUMN I
( SHOP WELDED
ENOWALL RAFTER
(SINGLE CHANNEL RAFTER)
- 3/4- • ANCHOR
IL T S ( UN.) W 1211 MIN. PROJECTION
SEE SHEET ABC- 1 LUNE i X 1!' A325 BOLTS
EAVE STRUT 10 X I;' A32S BOLTS (4 REQ '0)
0/ON9 H.T. MASHER PER BOLT
e CORNER COLUMN BASE DETAIL e EAVE STRUT CUNNECTION DETAIL
of AT CORNER COLUMN
2-1:4 ANCHOR BOLTS (UN-)
W 12 - MIK PROJECTION
SEE SHEET ABC
20129
ENDWALL INTERIOR COUJMN BASE DETAIL
NOTE:
1-# BOIL!
LTS SHOWN IN OETA••ON TliIS PAGE 1
kE REOUIRED TO BE TIGMENED PER SPECIFICATION !
ON SHEET D1. -
* FRAME BRACE TABS TO BE BENT IN FIELD.
NunecR
�m
SIDEWALL 14x19 A 32 BOLT
GIRT WIONE WASHER
# FRAME BRACE
( F8 -I 1
ORNER COLUMN
(WIDE FLANGE)
CORNER GIRT
L
14 214 A 326 BOLT
WIONE WASHER
CLIP
GIRT
ISEE CLIP SCHEDULE)
OEPTH
,0 X 1,
IV
n
EAVE STRUT
W 1 t SAE WASHERS
EAVE RAFTER
PER BOLT
NOWALL GIRT
5 CORNER
1
121 1 1 x I A325 BOLTS
(WIDE FLANGE)
VARICSIJENDWALL
WIONE -H.T. WASHER
;•A A 320 BOLT; 1 UN.lm
4.PERBOLT
i'• x1icn
ENOWALL RAFTER
A325 BOLTS
.
(WIDE FLANGE)
r/H.T. WASHERS
1
COLUMN CUP
(4) I -s X 1 �.
1 SHOP WELDED)
EAVE STRUT BRACKET A321 BOLTS (UK)
(SHOP WELDED$
CORNER COLUMN
EN&HALL RAFTER
III RA►tEIII
(SHOP SPLICE)
INTERIOR COLUMN
(WINE FLANGE)
•fes
ENDWALL RAFTER
(WIDE FLANGE)
11010E F4,A10R1 '
eI CORNER COLUMN
Z FNOWALL RAFTER
3 ENOWALL RAFTER
o14
e
ENOWALL INTERIOR COLUMN
CONNECTION DETAIL
014 CONNECTION DETAIL
ol4 SPLICE DETAIL
o14 RIDGE DETAIL
SIDEWALL 14x19 A 32 BOLT
GIRT WIONE WASHER
# FRAME BRACE
( F8 -I 1
ORNER COLUMN
(WIDE FLANGE)
CORNER GIRT
14 214 A 326 BOLT
WIONE WASHER
CLIP
ISEE CLIP SCHEDULE)
_______
,0 X 1,
IV
n
A307 BOLTS
W 1 t SAE WASHERS
PER BOLT
NOWALL GIRT
5 CORNER
1
GIRT CONNECTION DETAIL
EAVE STRUT BRACKET CORNER COLUMN
1 SHOP WELDED 1 I WIDE FLANGE 1
ni
rENOWALL RAFTER
$(WIDE FLAKE)
x 1, A325 BOLTS (4 REG 'o UK)
EAVE STRUT-• x I I- A325 BOLTS (4 REO'0)
W/ ONE KT. WASHER EACH
WEAVE STRUT CONNECTION DETAIL
AT CORNER COLUMN
ENOWALL INTERIOR COLUMN
GIRT cup (GC -1L SHOWN FOO 0- WNTS) (WIDE FLANGE)
(GC -3 FOR 9VGIRTS) 61 RT CLIP(SC-111 SHOWN FOR S• WRTS 1
(GC - 3 FOR 9L GIRTS I.
GIR�E GIRT
I- RAIL
IL 12 s
GIRT (XTENSION ANGLE'(GEII-1)
• X li• A307 BOLT
10/2—SAE WASHERS PE BOLT
GIRT CONNECTION DETAIL
1 AT ENOWALL INTERIOR COLUMN
r—PURL 1 N
( DWALL RAFTI
yIOE FLANGE 1•• X 11 A307 BOLTS
Wit SAE VHASHEN PER BOLT
PURLIN CONNECTION DETAIL
1 AT ENDWALL RAFTER
OUTSIDE c
CONCRETE
11-01
W ANCWW BOLTS 1 U.11.1
1t1 MIK PROJECTION
EE SHEET ABC - f (U. N. )
D 14 CORNER COLUMN BASE pETAIL
RNER GIRT QIP SCHEDULE
GD1 802 CLIP MARK NUMBER
s- B• 1 COC -1
s• CGc-
CGC-1
CGC -2
NOTE:
10 ENDWALL INTERIOR CC)LUMN 1 # BOLTS SHOWN W DETAILS ON THIS PHAGE ARE REWAREO
TO BE TIGHTENED PER SPECIFICATION ON SHEET Of.
OU BASE DETAIL IN FRAME BRACE TABS TO BE BENT IN FIELD.
ESCALE-ONE OATS 7-@5tWVALL DETAIL!
YIOE FLANGE SECTIONS trraA ALMITN BY-HSLSS SIDEMI►LLMIS M4RICAN BUILDINGS
AND INSET ENDMALL GIRTS
OIIAYING ES•NG
M"GER D 14 3
I
1
1
I
LONGSPAN
# Q FASTENER
(2'-0" O.C.)
WALK DOOR ELEVATION
—JAMB FLASHING
FJ15- 7.2
SECTION THRU JAMB
)ERI
HEAD FLASHING WALL PANELS
DOORSHEADER))� TOP BOLT
(FIELD INSTALL)
NOTE:
FOR FRAMING DETAILS,
SEE SHEET WD -4.
#12 FASTENER AMB
(2'-0" O.C.)
AS
ARCH. PANEL -- JA FB15B-7 ZING
SECTION THRU JAMB: ALT. SECTION THRU JAMB
W/ARCH. PANEL.,_ W /ARCH. PANEL
DOUBLE WALK DOOR ELEVATION
I
AMB
11NG
Ik 12 FASTENER
(2'-0" O.C.)
TAPE SEALER
DOOR JAMB DOORJAMB
1 1 I I 111 1 I I I
I 1
11 I 1� iv ' 1 1i
i I THRESHOLD TI IRC7100 i I FIN.
1i I 11 FIN. I I I 1 1 FLOOR
I ITAPE (SEALER 1 FLOOR
" 14" m TAMP
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 14.0 TAMP IN AND
MACHINE BOLT.
CAULK AROUND JAMBS AND THRESHOLD
AS REQUIRED.
WALL PANEL
*12 FASTENER
(12" 0. C.)
—GIRT
INSIDE CLOSURE
(LSP -1 FOR "LS" PANEL)
(MRP -I FOR "MR" PANEL)
(AP2- I FOR ARCH. PANEL)
x#12 FASTENER
(12" 0. C.)
FIELD CUT AS LHEAD FLASHING
REQUIRED FO 2-6.4 FOR 6070 DOOR
SECTION THRU DOOR HEADER
=JAMB FLASHING
FJI5 -7.2
HEADER
NOTES
SECTION THRU JAMB 1. PANEL OPENINGS ARE 3-1'W x 7-0 1/2'H FOR
W/MULTIRIB PANEL TI4E 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 EU/AULA ALAOAMA
2 REVISED JAMB FLASHING THG sLJ 1-94 CHECKED BY: SHEETING ELEVATIONS
1 ' ADDED NOTES THG KC 5-92 oeslcnAroo.er: DRAWING REv.No.
NO. REVISIONS MADE CK'D. DATEL. REVISIONS MADI: CK'D. JDATENO. REVISIONS MADE CK'O. DATE
ISSUE GATE: 6-91 AND FLASHING DETAILS NUMBER WD -3 2
II
U
c
INACTIVE
DOOR LEAF n
CYLINDER LOCK
BOTTOM BOLT
( FIELD INSTALL)
ACTIVE
DOOR LEAF
NOTE:
FOR FRAMING DETAILS,
SEE SHEET WD -4.
#12 FASTENER AMB
(2'-0" O.C.)
AS
ARCH. PANEL -- JA FB15B-7 ZING
SECTION THRU JAMB: ALT. SECTION THRU JAMB
W/ARCH. PANEL.,_ W /ARCH. PANEL
DOUBLE WALK DOOR ELEVATION
I
AMB
11NG
Ik 12 FASTENER
(2'-0" O.C.)
TAPE SEALER
DOOR JAMB DOORJAMB
1 1 I I 111 1 I I I
I 1
11 I 1� iv ' 1 1i
i I THRESHOLD TI IRC7100 i I FIN.
1i I 11 FIN. I I I 1 1 FLOOR
I ITAPE (SEALER 1 FLOOR
" 14" m TAMP
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 14.0 TAMP IN AND
MACHINE BOLT.
CAULK AROUND JAMBS AND THRESHOLD
AS REQUIRED.
WALL PANEL
*12 FASTENER
(12" 0. C.)
—GIRT
INSIDE CLOSURE
(LSP -1 FOR "LS" PANEL)
(MRP -I FOR "MR" PANEL)
(AP2- I FOR ARCH. PANEL)
x#12 FASTENER
(12" 0. C.)
FIELD CUT AS LHEAD FLASHING
REQUIRED FO 2-6.4 FOR 6070 DOOR
SECTION THRU DOOR HEADER
=JAMB FLASHING
FJI5 -7.2
HEADER
NOTES
SECTION THRU JAMB 1. PANEL OPENINGS ARE 3-1'W x 7-0 1/2'H FOR
W/MULTIRIB PANEL TI4E 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 EU/AULA ALAOAMA
2 REVISED JAMB FLASHING THG sLJ 1-94 CHECKED BY: SHEETING ELEVATIONS
1 ' ADDED NOTES THG KC 5-92 oeslcnAroo.er: DRAWING REv.No.
NO. REVISIONS MADE CK'D. DATEL. REVISIONS MADI: CK'D. JDATENO. REVISIONS MADE CK'O. DATE
ISSUE GATE: 6-91 AND FLASHING DETAILS NUMBER WD -3 2
FRAMING ELEVATION
t# ■ 0'-6•ANCHOR BOLTS
(BY OTHERS)
!O GIRT LINE
(DOOR WIDTH ♦ Zl
SECTION `AC=A`
(FOR B' GIRT ONLY)
181- •12 FASTENERS AT
EACH JAMIE CUP
9V GOT
ala41!- —---
'ER IHW--700
EAGER
J I
----- (H=70011 R 1-18x;NHMS I
J;JAMB
WITH NUTS -SAI
elli GIRT r�
��'t GIRT
p- 912 FASTENERS 1
1
JAMB aP ADAPTER 1
(HW -7001
9 V GIRT ¢AI.10 aP ADAPTER
12 MINIMUM) HW -7001.
'B'
1311112 FASTENERS
- - — - - - AT EACH JAIL
I AMB WITH NUTS
I
I DET® JAMB
( f FOR 9VOIRT CONDITION ONLY)
1
1
I FFIEj 0 CUT ANGLE GA -1 TO A LENGTH OF G' -V. FIELO
1 NOTCH EACH ENO It' TO FORM A TAB FOR FASTENING.
I I FIELD RENO TAB TO A I31 ANGLE. ATTACH ANGLE TO
FINISHED FLOOR AND TO CLIP HW -SIB. ANGLE BRACING
IS NOT REOUIREO WHEN THE OPTIONAL 3'-1' GIRT
t j IS USED..
HW -518 IS INCLUDED IN THE DOOR FRAME PACKAGE.
.ECTION *C " -'V'
HW -718 GIRT CLP
HW- OOGfi CLP 1711
GIRT--% ADAPTER
V# .1 Ii A30T BOLTS
H 2 WASHERS PER BOLT
JAMB
BOT �AS►tERS PERT'
CLIP
(HW -518)
HEADER
D '
I
HRMS
I WITH NUTS
1 I
1 1
1
1
1 O
JAMB
FASfEDRU
1 . IIYP.)
-ANGLE GA -1
- JAMS
-Ita. 6•ANCIIOFI
BOLTS
SCALE' DATE 3070 AND 6070
' BRA,INBY: ECONOMY WALK DOOR EUFAULA A► •
cHcu.oBrr I r4o%"
FRAMING DETAILS
� REVISED NOTES LADE
KC 5-92 ot=oNAF►vBv' DRAWING :W D -4 R•v.Ia.
INO REVISIONS MADE CK'D. DATE NO REVISIONS M 9 CK' . EDATKLNO.REVISIONS CK'O. DATE Ittltt BAT[t NUMBER I
GIRT -- DIM -A. V-4' SID (MAY VARY) oL11 .
u 1
ODOR HEADER-�� r GIRT
GIRT 1 I I I KIA
FIELD CUT CIRTS = '
FOR FIELD LOCATED a DOOR JAMB -
FRAMED OPENINGS -
0
BASE (VARIES) GLEE (I �9[J1 I �', r (VARIEBASE ANGLE
(_ DOOR WIDTH
r
FRAMED OPENING KEY OFOA
JAMB TO GIRT CONDITION I AA
EAVE STRUT -
JAMB TO EAVE STRUT CONNECTION OFO6
8' AND 9 1/2' JAMBS AA
A
21/29 � �Aj
- - -
J I EDGE OF
SLAB
TYPICAL ANCHOR BOLT LAYOUT _
B'
2 1/2 Y
FINISH FLOOR
FINISH GRADE —�
1/2 DIA. ANCHOR BOLTS
NOT BY A.B.C.
SECTIO14 "A -A'
FRAMED OPENING ANCHOR BOLT DETAILOF61
AA
SAVE STRUT -`LW
I
DOOR HEADER -1
• clr;r �F ' ' '" CipY
FIELD CUT GIRT$
FOR FIELD LOCATED
FRAMED OPENING,
PENIN ,S
BASE ANGLE
(VARIES)
L:Ii
i
n I ODOR JAMB
a
DOOR NTDT ';
BASE ANGLE
r (VARIES).
FRAMED OPENING KEY
JAMB TO EAVE STRUT 1 AA
JAMB HEADER �DER LIP ROTATE
I POST ON SAT GIRT HEIGHTZE CLIP • TAB FOR 11' SIGHTLY JWITHSHAI("EN Tp•ACH9 1/2' JAMBS)
-- 2'
HEADER) DESIRED HEIGHT. SECURE CLIP TO JAMB BY 'NSERTINO (2) 1/2'x1 IE%1 BOLTS
EMROUGH BACK LEG AND TIGHTENING.
1/2-X 1 1/4- A307 BOL*S )POR JAMB p 3/4; B• JAMBS
WITH WASHERS
S 1/4 �9 1/2 JIMPS)
,
HEADER JAMB SQUEEZE
- -- (6) f 12 SELF DRILL
FAST NERS
i
GIRT
J---- - JAMB CLIP
JC8-T
to ---011
1/2- x 1 1/4- A307 BOLTS .
i-- WITH WASHERS
-- JAMB
• BUTTON HEAD BOLTS REQUIRED
AT STRIP WINDOW
JAMB TO GIRT CONNECTION OF01
W AND 9 1/2' JAMBS AA —
F CLIP - �� GIRT
b-----------
1/Yx P A307 (�
1/Yx 1 1/4' BOLTS
BUTTON HEAD BOLTS WITH WASHERS
1/2'x t 1/4' BOLTS
WITH WASHERS
I�
JAMB Li -
DOOR JAMB -�
JAMB SQUEEZE CLIP
FIELD CUT AND FIELD DRILL GIRT JGC-B (8' JAVRS)
RT FIELD LOCATED FRAMED OPENINGS JGC-9.5 (9 1/:' JAMBS)
HEADER TO JAMB CONNECTION_ FOF21 'GIRT TO JAMB CONNECTIONOF16
S' AND 9 1/2' HEADERS AA !T' AND 9 1/2' JAMBS -{
GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS DOOR GIRT SCHEOULI:
I. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND GIRTS 20' elk
AS REQUIRED.
8' CIRTS BZ12-
2. MAXIMUM HEIGHT OF DOOR IS 2-0' LESS THAN EAVE HEIGHT.
9 1/2' GIRTS 9.5212-
3. ALL STRUCTURAL C014NECTIUNS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS.
�. JAMBS MUST BE LOCATED A MINIMUM OF 1+;-0' FROM CE111EF LINE OF COLUMNS.
JAMB
m
1/7x 1' A307 —
BUTTON HEAD BOLTS
BASE ANGLE
CAP OBAC-I
JAMB CONNECTION CLIP
JC8-8 8 JAMS)
JC9-8 .9 1/2- JAMB)
1/2- DIA ANCHOR BOLTS
(BY OTHERS)
SE ANGLE
FIELD NOTCH)
JAMB BASE CONNECTION fOF11
B' AND 9 1/2' JAMBS AA
GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS
25' BAY 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE
FIELD CUTTING.
8Z12-
9.5212- 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS.
FIELD LOCATED FRAMED OPENING NOTES _ PRA
DOOR GIRT SCHEDULE _ OF93 SHOP LOCATED FRAMED OPENING NOTES OF92
AA AA EEII
(6) 112 SELF DRILL FASTENERS
S IRVASED, NUMBER OF FASTENERS IN CLIP 7 HEM TON 3-90
JAMB CLIP
SCALE:
DRAWN BY: TI!C
JC8-T
OVERHEAD DOOR FRAMIN:DETAIL:S
I ® ® I
( - 1/2- X 1 1/+' A307 BOLTS
♦ REVISED FASTENER DESCRIPTION THC FON 2-88
WITH WASHERS
B CURRECTEU OF93-AA THIS BL1-94
JAMB
JAMB TO EAVE STRUT CONNECTION OFO6
8' AND 9 1/2' JAMBS AA
A
21/29 � �Aj
- - -
J I EDGE OF
SLAB
TYPICAL ANCHOR BOLT LAYOUT _
B'
2 1/2 Y
FINISH FLOOR
FINISH GRADE —�
1/2 DIA. ANCHOR BOLTS
NOT BY A.B.C.
SECTIO14 "A -A'
FRAMED OPENING ANCHOR BOLT DETAILOF61
AA
SAVE STRUT -`LW
I
DOOR HEADER -1
• clr;r �F ' ' '" CipY
FIELD CUT GIRT$
FOR FIELD LOCATED
FRAMED OPENING,
PENIN ,S
BASE ANGLE
(VARIES)
L:Ii
i
n I ODOR JAMB
a
DOOR NTDT ';
BASE ANGLE
r (VARIES).
FRAMED OPENING KEY
JAMB TO EAVE STRUT 1 AA
JAMB HEADER �DER LIP ROTATE
I POST ON SAT GIRT HEIGHTZE CLIP • TAB FOR 11' SIGHTLY JWITHSHAI("EN Tp•ACH9 1/2' JAMBS)
-- 2'
HEADER) DESIRED HEIGHT. SECURE CLIP TO JAMB BY 'NSERTINO (2) 1/2'x1 IE%1 BOLTS
EMROUGH BACK LEG AND TIGHTENING.
1/2-X 1 1/4- A307 BOL*S )POR JAMB p 3/4; B• JAMBS
WITH WASHERS
S 1/4 �9 1/2 JIMPS)
,
HEADER JAMB SQUEEZE
- -- (6) f 12 SELF DRILL
FAST NERS
i
GIRT
J---- - JAMB CLIP
JC8-T
to ---011
1/2- x 1 1/4- A307 BOLTS .
i-- WITH WASHERS
-- JAMB
• BUTTON HEAD BOLTS REQUIRED
AT STRIP WINDOW
JAMB TO GIRT CONNECTION OF01
W AND 9 1/2' JAMBS AA —
F CLIP - �� GIRT
b-----------
1/Yx P A307 (�
1/Yx 1 1/4' BOLTS
BUTTON HEAD BOLTS WITH WASHERS
1/2'x t 1/4' BOLTS
WITH WASHERS
I�
JAMB Li -
DOOR JAMB -�
JAMB SQUEEZE CLIP
FIELD CUT AND FIELD DRILL GIRT JGC-B (8' JAVRS)
RT FIELD LOCATED FRAMED OPENINGS JGC-9.5 (9 1/:' JAMBS)
HEADER TO JAMB CONNECTION_ FOF21 'GIRT TO JAMB CONNECTIONOF16
S' AND 9 1/2' HEADERS AA !T' AND 9 1/2' JAMBS -{
GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS DOOR GIRT SCHEOULI:
I. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND GIRTS 20' elk
AS REQUIRED.
8' CIRTS BZ12-
2. MAXIMUM HEIGHT OF DOOR IS 2-0' LESS THAN EAVE HEIGHT.
9 1/2' GIRTS 9.5212-
3. ALL STRUCTURAL C014NECTIUNS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS.
�. JAMBS MUST BE LOCATED A MINIMUM OF 1+;-0' FROM CE111EF LINE OF COLUMNS.
JAMB
m
1/7x 1' A307 —
BUTTON HEAD BOLTS
BASE ANGLE
CAP OBAC-I
JAMB CONNECTION CLIP
JC8-8 8 JAMS)
JC9-8 .9 1/2- JAMB)
1/2- DIA ANCHOR BOLTS
(BY OTHERS)
SE ANGLE
FIELD NOTCH)
JAMB BASE CONNECTION fOF11
B' AND 9 1/2' JAMBS AA
GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS
25' BAY 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE
FIELD CUTTING.
8Z12-
9.5212- 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS.
FIELD LOCATED FRAMED OPENING NOTES _ PRA
DOOR GIRT SCHEDULE _ OF93 SHOP LOCATED FRAMED OPENING NOTES OF92
AA AA EEII
-
S IRVASED, NUMBER OF FASTENERS IN CLIP 7 HEM TON 3-90
SCALE:
DRAWN BY: TI!C
DATE
OVERHEAD DOOR FRAMIN:DETAIL:S
_
EUFAULA �� ALABAMA
•
♦ REVISED FASTENER DESCRIPTION THC FON 2-88
B CURRECTEU OF93-AA THIS BL1-94
S GENERAL REVISON IKE JED 1 -es
'
7 REDRAWN. REVISED CLIPS AND BOLTS THG BU 1-9♦
' 2 REDRAWN - LW MMC 0-84
CHECKED BY: BU
'
6' ADDED'NOT: B IKE MMC 2-83
,1 GENERAL'REASION - IKE MMC 2-83
DESIONAM'D.SY:
DRAWING 001
NUMBER
REv.Ho.
e
NO REVISIONS MADE CK'D. DATE
NO. REVISIONS MADE CK'D. DATE
NO. REVISIONS MADE CKAD. DATE
SSUEO:
♦-82
DOOR WIDTH 1
SHEETING AND FLASHING ELEVATION OTOA
AS
DOOR WIDTH
HEAD FLASHING SCHEDULE
HEAD COVER FLASHING SCHEDULE
(OPTIONAL)
R' HFnnEac„ 3.51 11CAGEF3
8•-0'
1 PIECE FOH2-8'-3'
1 PIECE FOCF8-8"-O" I PIECE FOCF95-8'-O"
10-0'
1 PIECE FOH2-10'-3"
1 PIECE FOCF8-10'-0' I PIECE FOCF95-10'-0"
12'-C'
I PIECE FDH2-12'-3"
1 PIECE FOCF8-12'-Cr 1 PIECE FOCF95-12'-(r
14•-0'
1 PIECE FDH2-14'-3"
I PIECE FOCF8-14'-0" 1 PIECE FOCF95-14'-Cr
2 PIECES FJ15-10'-1 1/2'.
I PIECE FDH2-16'-3'
1 PIECE FOCF8-16'-0' 1 1 PIECE FOCF95-16—O'
1B'-0
2 PIECES FDH2-9'-3'
2 PIECES FOCFB-9'-1 1 /212 PIECES FOCF95-9-1 1/2
20'-0'
2 PIECES FDH2-10'-3'
2 PIECES FOCFB-10-1 1/212 PIECES FOCF95-10-1 1/21
22'-0'
2 PIECES FDH2-11'-Y
2 PIECES FOCF8-11-1 1/212 PIECES FOCF95-II-1 I/
HEAD AND COVER FLASHING SCHEDULE 0791
A8
DOOR HEIGHT
JAMES FLASHING SCHEDULE
JAM8 COVER FLASHING SCHEDULE
(OPTIONAL)
ARCHITECTURAL
LONGSPAN AND MULTI -RIB
B" JAMBS
9.5' JAMBS
8'-O'
2 PIECES FJ158-8-1 1/2'
2 PIECES FJ15-0-1 I/Y
2 PIECES FOCF8-8'-0'
2 PIECES FOCF95-6'-0'
10-0'
2 PIECES FJ158-10-1 1/2'
2 PIECES FJ15-10'-1 1/2'.
2 PIECES FOCFS-10'-0'
2 PIECES FOCF95-10'-O"
12-0'
2 PIECES FJ158-12'-1 1/2'
2 PIECES 015-12-1 1/2'
2 PIECES FOCFB-12'-(r
2 PIECES FOCF95-12'-0"
_
14—Cr
2 PIECES FJ158-1,4'-1 1/2"
2 PIECES FJ 15-14-1 1/2'
2 PIECES FOCF8-14'-0"
2 PIECES FOCF95-14'-0".
_
16'-0"
2 PIECES F058-16-1 1/2'
2 PIECES 015-16'-1 1/7
2 PIECES FOCFB-16'-(r
2 PIECES FOCF95-18'-0"
_
1B'-0•
-4 PIECES FJ158-9'-1 I/2'
4 PIECES FJ15-9'-1 1/2'
4 PIECES FOCF8-9'-1 1/
4 PIECES FOCF95-9-1 1/2
20'-0'
4 PIECES FJ15B-10'-I I/i
4 PIECES 015-10-1 1/2'
4 PIECES FOCFB-10'-I 1/7'4
PIECES FOCF95-10'-1 I/2
_
22'-('
4 PIECES FJ158-11'-1 1 Y
4 PIECES FJ15-11'-1 1/2'
4 PIECES FOCF8-II'-1 1/24 PIECES FOCF95-I1'-I 1
JAMB COVER FLASFIING SCHEDULE 0192
AB
.
r JAMB
JAMB
JAMB HEADER
�— JCB_B
JC9 8
CLIP
(B" HEADER)
9 1, Y HEADER)
` [UVF.R FLASHING (OPTI11INAL)
GIRT
COVER FLASHING (OPTIONAL)
�'�\ GIRT
�\
�
��
\�
----------
^—
------'-----
I/2•'R 1 1/4' A307 BOLTS
WITH WASHERS
/
#1Z WALT• FAS ENER
(2'-0- O.C.j
1 t2W.t0_ F S iENER-
y LL`
U) \
0 O
I
HEADER
I
I
I
1
pO
'
•`�
1/2"1( 1' A307
Z.EAlVISHINC
BUTTON HEAD BOLTS
I
/
/
WAI.I PANEL
\— ARCHITECTURAL WALL PANEL
g FLp
�fJM58-LENGH
I
I I
COVER FLASHING (OPTIONAL)
PUS SOF IONCSPAN lU4D MULTI -RIB PANELS
I I
LONGSPAN WALL PANEL SHOWN
JAMB
MULn-HIB PANEL SIMILAR
SECTION A—A FO—T-211SECTION
8-8 LONGSPAN AND.
MULTI—RIB WALL PANELSL_ OT26
_SECT!_0_N B-8_(ARCHITECTURAL_ WALL PANELS)_.__.
---
_0.726
-� Ar.
-- —_
AB
B AND 9 I/2 JAMBS
AB
Ir AND 9 1/2" JAMB:
e" AND 9 1/7" HEADERS--
5 ADDED NOTE 7
TNG TON -90
SCALE:
DATE
4 REVISEDNUMBER -OF FASTENERS IN CUP
HEM TON -90
FUf AULA
\
t •l.0•MA
DRAWN BY: THG
3 DELETED DETAIL 9A
IKE TON o -e7
OVERHEAD DOOR FLASHING DETAILS
JDATE
2 DOOR GIRT MEMBER SIZE
Lw JED -87
CHECKED 0Y: BW
REDRAWN. REVISED FLASHINGS
TNG BU. 1-94 1 GENERAL
IKE JED 1-85
DESIGN AM'O. BY:
DRAWING
002
RE V. NO
6
NO. REVISIONS MADE CK'D
O. REVISIONS
MAOf CK'D. DATE NO. REVISIONS
MADE CK'D. DATE
'SUED:
4-82
NUMBER'
1
(4} 4'-14 SELF -TAPPING ROOF FASTENERS WITH
CAUTION Ir 2 BEADS OF GUTTER SEPL AT EACH LAP I
TO PREVENT RUST SPOTS FROM I -
FORMING ON PANELS,ALL SURFACES
SHOULD BE SWEPT CLEAN OF.ALL DIE FORMED RIDGE CAP
METAL FILINGS DAILY DURING ERECTION
X12 SELF -DRILL
112 F F-DRILL
ROOF FASTENERS
E ` E (LOCATE BOT14 SIDES OF HIGH RIB)—
V(�No�MINAL)
'AP BOTH SiDETS 0. HIGHCRIB )
PURLIN WEB /
LONGSPAN
ROOF PANEL t12 SELF -DRILL
ROOF FASTENER (LOCATE /
TAPE BOTH SIDES OF HIGH RIB)
MASTIC I
1
812 SELF -DRILL
ROOF FASTENER
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GENERAL NOTES
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2 ALL GUTTER AND RAKE LAPS TO HAVE TWO li BEADS
OF GUTTER SEAL
3 SEE SHEET FD -5 FOR FASTENER SELECTION.
RAK
4. USE TOUCH-UP PAINT WHEN NECESSARY
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DO NOT USE AEROSOL TYPE PAINT
FOR TOUCH-UP.
5. SEE SHEET FD -9 FOR CORNER CAP BOX
INSTALLATION DETAILS,
ADDED NOTE 4 1 Ana li
RAKE FLASHING
TAPE MASTIC
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( TYP. U.N.)
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ON INSULATED ROOFS DO NOT ALLOW INSULATION TO
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TAPE MASTIC AS ROOF LEAKS WILL RESULT.
ORI I d a
1• USE L' SHEETERS DRILL FOR J BLIND RIVETS.
2. NOT REQUIRED FOR SELF -DRILLING FASTENERS.
3 USE.VSHEETERS DRILL FOR*14 STITCH. FASTENERS
CAUTION
SHEETS MAY BE HEAVILY OILED AND SLICK -
WIPE CLEAN BEFORE INSTALLATION
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LONGSPAN
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ENDCAP
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2 PIECES FCRA2-12.1
(PART A) WALL PANELS (PART A)
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LONGSPAN AND
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SPFBG-1
CC -Bl
SPGC-BI
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FEC -I
SPEC -1
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TSET-1
ED -1
SPET-1
ED -1
SPET-1
HSES-1
HSESH-1
SRF-1SPRF-1
•
CCD -1 /R
LL/R
•
CCB -1 L/R
SRC -1
SPRC-1
RFE-I
RFE-IE
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SPGS-I
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GST -1
CST -1
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1/2 TO 12
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SPEC -1
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SPET-1
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SPET-1
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HSESH-1
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CCB -1 L/R
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CCO-1 L/R
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N/A
N/A
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1 TO 12
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SPET-1
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LRC -1
LSRC-1
LSRF-1
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1
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RSi-1
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CCB -4 L/R
TO 12
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RFE-I
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ti
HSC -1 L/R
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MK. NO. OFR -1
CCB -I L/R •
CCB -1 L/R •
RFE-IE
a
I TO 12
FEC -1
SPEC -1
N/A
N/A
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SPET-1
N/A N/A
HSE -I
NSEH-1
RKI-15.7
SPRF-2
CCO-I L/R
CCD -1 L/R
RC -1
LSPRC-1
RFE-I
DIE -FORMED RIDGE
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HSCH-1 L/R
MK. NO. OFR -1
CCB -4 L/R •
CCB -4 L/R •
RFE-4E
4 TO 12
FEC -4
SPEC -4
N/A
N/A
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SPET-4
N/A I N/A
HSC -4
NSEH-4
RKI-13.3
SPRF-2
CCO-4 L/R
CCD -4R
RC -4
LSPRC-4
RFT -4
DIE.FORMED RIDGE
NSC -4 L/R
HSCH-4 L/R
YF. NO. DFR-4
• INCLUDES CUTTER ENDCAP GE -1 L/R
CORNER
FLASHING
GUTTER
•
I T.D.N.
CUTTER
CLIPS
SAVE HEIGHT
LONGSPAN
ARCHITECTURAL
GUTTER
STRAPS
1 PIECE FCR -9.10
1 PIECE FCRA2-9.10
BUILDING
STANDARD
CUTTER
FLANGE BACK
GLMER
WITHOUT THERMAL
SPACER (PART B
I PIECE FCRA2-13.10
WITH THERMAL SPACER(PARE
B)
1 PIECE FCR -15.10
WItHOVT THERMAL
SPACER
WITH THERMAL
SPACER
2 PIECES FCRA2-9.1
SLOPE
20 -If
2 PIECES FCR -10.1
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
WALL PANELS
WALL PANELS
WALL PANELS
WAIL PANELS
WALL PANELS
2 PIECES FCR -12.1
2 PIECES FCRA2-12.1
(PART A) WALL PANELS (PART A)
26'-41'
2 PIECES FCR -13.1
2 PIECES FCRA2-13.1
LONGSPAN AND
SHADOW PANEL
2 PIECES FCR -11.1
LONGSPAN AND LONGSPAN AND PANEL
PANEL
LONGSPAN AND PANEL
LONGSPAN AND
SHADOW PANEL
LONGSPAN AND
ARCHITECTURAL
SHADOW PANEL
ARCHITECTURAL
$IUDOw
ARCHITECTURAL"
ARCHITECTURALSHADOW
ARCHITECTURAL
ARCHITECTURAL
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GTI
GTI
BG -1
SPFBG-1
CC -Bl
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OC -A
GC -Bl
GC -81
CC -A
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SPCS-1
GST -I
OST -1
GS -1
SPGS-I
GST -i
OST -1
1/2 TO 12
GTI
GTI
BC -1
SPFBC-1
CC -BI
SPGC-81
GC -A
GC -BI
GC -81
GC -A
4
S
1 i0 12
Gil
GTI
BC -1
SPFBSKS-1G-1
GC -81
SPDC -8I
CC -A
GC -BI
CC -BI
GC -A
GS -1
SKS-1
GST -1
CST -1
CC
GC
GS -4
SPCS-4
GST -4
CS7-4
o:
4 TO 12
CTI
GTI
BG -4
SPFBG-4
GC -64
SPCC -84
GC -A
-84
-84
GC -A
1/4 TO 12
GTI
GTI
BG -1
SPFBG-1
GC -81
CC -BI
GC -A
GC -81
CC -Bt
GC -A
CST -1
CST -I
GST -1
CST -1
r
1/2 TO 12
CTI
Gil
BO -1
SPFBG-1
GC -Bt
CC -BI
GC=A
CC -B1
-- GC -81
_
OA -1
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GST -1
GST -1
1
k
1 TO 12
C11
Gil
BG -I
SPFBG-1
GC -81
GC -BI
-
GC -A
CC -BI
GC -BI
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GC -A
GST -1
CS7-1
OST -1
CST -1
3 8X
♦ TO 12
GTI
GTI
BG-♦
SPFBG-•
GC -BI
CC -BI
I GC -A
CC -131
GC -BI
CC -A
CST-/
GST -4
GST -4
GST -4
1/4 TCI 12
GTI
GTI
BG -1
SPFBG-1
CC -BI
SPDC -BI I
GC -A
NIA
N/A
N/A
GS -1
SPGS-1
N/A
N/A
1/2 TO 12
CTI
GTI
9G-1
SPFBG-1
GC -BI
SPCC -BI
GC -A
N/A
NIAN/A
CS -1
SPCS-1
N/A
N/A
0
oI
TO 12
CTI
Cil
8C-1
SPfBC-1
CC -81
SPCC -81
GC -A
N/A
N/A
N/A
j
GS -1
SPCS-1
N/A
N/A
N/A
N/A
N/A
GS -4
SPCS-4
N/A
N/A
1 TO 12
GTI
CTI
8C-4
SPFBG-4
CC -81
SPCC -84
CC -A
• INCLUDES CUTTER ENDCAP GE -1 L/R
EUFAULA _- �Y ALAIIAMA
DRAWING REv NC
NUMBER ' FD -4 8
CORNER
FLASHING
GENERAL REVISION
•
I T.D.N.
WALL PANELS
SCALE: DATE
SAVE HEIGHT
LONGSPAN
ARCHITECTURAL
YULn-RIB
10-0'
1 PIECE FCR -9.10
1 PIECE FCRA2-9.10
1 PIECE FCRMR-9.10
12'-lr
1 PIECE FCR -11.10
1 PIECE FCRA2-11.10
1 PIECE FCRMR-11.10
14'-0'
1 PIECE FCR -13.10
I PIECE FCRA2-13.10
1 PIECE FCRMR-13.10
16-0'
1 PIECE FCR -15.10
1 PIECE FCRA2-15.10
1 PIECE FCRMR-15.10
16'-0'
2 PIECES FCR -9.1
2 PIECES FCRA2-9.1
2 PIECES FCRMR-9.1
I
20 -If
2 PIECES FCR -10.1
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
22'-0'
-
2 PIECES FCR -11.1
2 PIECES FCRA2-11.1
2 PIECES FCRuR-11.1
24'-?
2 PIECES FCR -12.1
2 PIECES FCRA2-12.1
2 PIECES FCRMR-12.1
26'-41'
2 PIECES FCR -13.1
2 PIECES FCRA2-13.1
2 PIECES FCRYR-13.1
28 -IF
2 PIECES FCR -11.1
2 PIECES FCRA2-14.1
2 PIECES FCRMR-14.1
30-0'
2 PIECES FCR -15.1
2 PIECES FCRA2-153
2 PIECES FCRMR-IS. 1
EUFAULA _- �Y ALAIIAMA
DRAWING REv NC
NUMBER ' FD -4 8
S 1
GENERAL REVISION
THG
I T.D.N.
4-88
SCALE: DATE
a 1
REVISED FASTENER CHARTS
I.W.
I J.D.
2-68
8
ADDED CORNER FLASHING SCHEDULE
THC BU 1-94 3
RMED RIDGE FLASHING MARK NUMBERS
THG
M.Mc.
5-87
DRAWN BY: THC FLASHING, GUTTER, GUTTER CLIPS
7
REV. SCHEDULE LI OMITTED LSO -S. S9 & SS -S
THC 6-93 2
REVISED FASTENER CHARTS
LW.
M.Me.
B -B6
CHECKED BY: BU AND GUTTER STRAPS SCHEDULE
6
ADDED CLEARANCE HOLE DIAMETER
�JKC
THG KC 10-92 1
ADDED AND REVISED MARK NUMBER
A.M.
M.Mc.
4-86
DESIGN APP'O. BY:
CK'D.DATE NOREVISIONS
MAGEK'D. DATE NO.
REVISIONS
MADE CK'D. DATE
EUFAULA _- �Y ALAIIAMA
DRAWING REv NC
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1
eE11ncE EAVE FLASHING EAVE LASHING -THERMAL SPACER EAVE TRIM IM'-SSAM EAVE TRIM OWyAN PANELODRNER FLASHING H!TECTURAL PANEL Q7RNER FLASNMIa
i
1.
1
1:
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1
LON�c AN PANEL RAKE SLASHING EL RAKE FLASHING -SEAM PAN L R KE FLASHING L DE EAVE
PANEL STANDING TEAM PANEL LOC•SEAM PANEL
STANDING SEAM PAN
HIGH SIDE EAVE FLAB HIGH SKIE EAVE FLASHING NIGH SIDE EAVE FLASHING
1
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1
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TV
STANOARQ BUTTER cI �.rc BACK GUTTER- v�I I Ev BUTTER ROOF TO WALL_ILASHINO LONGSPAN PANELI!
STANDl110 SEAM PANEL
ROOF 10 WALL FLASHING ROOF TO WALL 13
NOTES
L) ALL FLASHING LAPS (EXCEPT Q)RNER FLASHING) SHALL BE 41 FOR FLASHING LAPS NOT SHOWK USE THE FOLLOWING AS A
CAULKED WITH W 114 INCH Wmff R BEADS OF GUTTER GUIDE, FLASHINGS THAT ARE EXPOSED TO ROOF CONDITIONS.
I . USE • U ROOF FASTENERS THREE INCHES ON CENTER. ALL
116' BLIND RIVET SEAL (URETHAN CAULK).
OTHER CONDITIONS. USE IIB INCH BLIND RIVETS THREE INCHES
11ALL
FLASHING
LAPS WHICH LAPS SHALL
S1459 6HRE EI HIES EXCEPT CORNER ON CENTER.
FLASHs
11114 ROOF MSTENER 7.)vALLEY GUTTER LAPS SHALL BE SEALED WITH z' x' 7116'
TAPE MASTIC AND SHALL BE STITCHED WITH • 14 ROOF
FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY
WITH GUTTER !wilt.
IF
WALES DATv
.�......
. i OMAIRA
STANDARD FLASHING LAPS
olsells..I �Iv.
OONMAp�[7/I
DRAWING: FO -8 0
NUMBER
------------ IN VI[IOM[ AD[ ErK0. IRYtM 1•M /w• •• 11