HomeMy WebLinkAbout000-000-008CO13UILDING UMY OF Stirytv
DEPT
JUN 0 s94
Pi
A.B.C. JOB NO.
IIIIIIIIIIIIIEN
GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS
HIS IS TO CERTIFY THAT HE METAL BUILDING COMPONENTS AND BUILDING SYSTEM "
1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. FURNISHED BY A-B.C. ARE DESIGNED TO COMPLY WITH HE FOLLOWING CRITERIA:
2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: SHEET NUMBER DATE REV. N0.
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO 1. 36 PSF METAL BUILDING DEAD LOAD, DL. 1. OL + LL + ML
RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN 2 1,0 PSF COLLATERAL DEAD LOAD, ML. P••T�C
LOADS TO BE RESISTED BY THE FOUNDATIONS. 3. 20 PSF ROOF LIVE LOAD, LL 3. OL + WL A 5 C - I 5-94- U
1. ITEIHr^nCipC Rl,RC WIRF 1117SH ANrHnR ROIT SH.W ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS 4 W
PSF FRAME E LOAD, LL. q$C' 2 5-94 2 O
REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZON11Al THHUSI Al IHL LULUMN UASG AtARau UQ CUI4JU110T1011 WITII AppUCA,DLF 11FRTIrM RFerTInNS
y MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. PSF GROUND SNOW LOAD, Pg. �rot=r�er'3 3L i 5'7L I ,I.I�
6. - PSF ROOF SNOW LOAD. SL. 6.
5-114-
5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED �� E'OS 5-94 Q
OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 7. O MPH WIND SPEED (EXPOSURE ) 7 C
6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB.
8. 3 SEISMIC ZONE SZ. B. .
7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE - OCCUPANCY IMPORTANCE FACTORS -
t1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. AL OTHER DIMENSIONS SHALL HAVE A t1/8 INCH TOLERANCE. 1D.
WIND
1 L �.
B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE 12 SNOW
STRENGTH OF 2500 P.S.I. AT 28 DAYS.
SEISMIC Lo
S. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR
SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE METAL BUILDING
SYSTEMS MANUAL (MDMA ' AND OR
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. BUILDING
' STANDARD BUILDING CODE, 19 EDITION
11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS BOCA NATIONAL BUILDING CODE, 19 EDITION
ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED.
NATIONAL BUILDING CODE OF CANADA, 19 EDITION
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 ✓ UNIFORM BUILDING CODE, 19_2L__ EDITION. WIND APPLIED .
GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION.- -
IN ACCORDANCE WITH _ _ (MDMA OR UBC) CRITERIA
13 LALL OCATEDATDOORS WHICH SHALLAHAVE/2 INCH A PROJECTION OF PROJECTION (UNLNCH. ALLOTED)BOLTS ABOVE THE
HAVEOA CONCRETEBEARING
THIREAD SURFACE.
LLENGTH EXCEPT/4 DIAMETER BOLTS
BOLTS SHALL HAVE INCH LESS THAN THE
HIS CERTIFICATION IS LIMBED TOUTHE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS
PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED UNTIL ERECTION.
MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS. WINDOWS. LOWERS.
14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHER NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND TRANSLUCENT NOT PROVIDEDPBYELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLDED ARE AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY OTHER PARTS OF THE WALLS . MECHANICAL PROJECT
ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN.
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 APPRGVALS AND CERTIFICATIONS: -
1. STANDARD BUILDING CODE - SBCCI #9372. 12 BASIC STYLES.
2. BOCA - #89-56, •C' SERIES BUILDINGS, 12 BASIC STYLES. _
.1/2- 0 ANCHOR BOLTS X 6" 14�S
2' 0 ANCHOR BOLTS X 6" 3. UNIFORM BUILDING CODE (ICBO) - # FA -285 -CARSON CITY, NEVADA PLANT.
BASE ANGLE FASTENER (SEE NOTES #13 & #14) EE NOTES #13 & #14)-, 4. INDIANA - 12 BASIC STYLES AS BELOW.
(NOT BY A.B.C.) :B. "G.. .D, � o. M-190860 - SSF
(MINIMUM 1/4" 0 CONCRETE b. M-130857 - LRF, RF, LRF -M
BASE ANGLE ANCHOR BOLT 5'-0" O.C. 1 l c. M-190858 - LSS, LSS-M
MAXIMUM SPACING OR - d. M-190863 - LT .
EQUAL BY OTHERS) n e. M-190862 GC, LP2, LP4, LP2-M, LP4-M
- _ 5.WISCONSIN-® 900007-M; 13 BASIC STYLES.
1 6. CITY OF CLEVELAND. OHIO DOCKETS S-52-82.
.Er I9 C" c"-1 7. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY.
2" NOMINAL DOOR WIDTH 2" _ 4-2" I 4-6" I 4-2" B. AISC QUALITY CERTIFICATION, CATEGORY MB.
DOOR WIDH + 4' IVB 12'-4" 9. PLANT CERTIFlCAT;ON AT CARSON CIN 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.
BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT STANDARD SLIDING DOOR LAYOUT 12. STANDING SEAM II 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 #1390 AT CARSON CIN 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 AL 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,
to OR ASTM A 607, GRADE 55, OR ASTM A 570, GRADE 55. '
ri STEEL LINE STEEL FOR ALL ENDWALL 'C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM
1/2" 2" 2" A 570, GRADE 55.
8'
GUIDE ANGLES SECONDARY FRAMING ST Efl (�
1 3' 1 7 2• Y NOT BY A.B.C. STEEL USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND "C" SECTIONS SHALL MEET THE PHYSICAL AND
FINISH '{ FINISH ( ) FINISH CHEMICAL PROPERTIES OF ASTM A 570, GRADE 55. u
FLOOR I FLOOR FLOOR P• V
- _ PROPERTIES OL USED F ASTM AFORM 11446 CGRADE OATED (D AANDNG E90 COATING DESIGNPURLINS AND IRTS SHALL MEET THE ATION AS DESCRIBED IN PHYSICAL
A 525.
CHEMICAL •L
11 II ROOF AND WALE PANEL MATERIAL
II II r _ IJ4L EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: �Tt it
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION r m
I I I I �I C 90. CONFORMING TO THE REQUIREMENTS OF ASTM A 446 GRADE E. MINIMUM YIELD STRESS SHALL BE W 045579
OUT OF CONCRETE '
I I I I (BEYOND) I 80,000 PSI. r
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION THE CERTIFYING ENGINEER HEREWITH IS NOT (NEER CYp12-31-SA
OF RECORD FOR THE OVERALL PROJECT AND ( ON 1 N
G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A 446 GRADE D. MINIMUM YIELD STRESS SHALL BE CERTIFYING THAT THE DESIGN OF THS METAL ILDjN
1/2- 0 ANCHOR BOLTS /2" 0 ANCHOR BOLTS 1/2" 0 ANCHOR BOLTS 50,000 PSI. COMPONENTS FURNISHED BY AMERICAN BUILDI M NY i
(SEE NOPANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC TES #13 & #14) (1SEE NOTES #11 & #14) (SEE NOTES #13 & #14) ALLOY -COATED STEEL, COATING SATISFY THE DESIGN REQUIREMENTS SPECIFIED VE A
DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A 792. MINIMUM YIELD STRESS SHALL BE AND ON THE A.B.C. CONTRACT. THIS CERTIFICATI �p r ,
60.000 PSI. EXCLUDES ERECTION OF THE STRUCTURE. VT r CIV 1� 0.a\`
SECTION B" - B" SECT!ON ' C' - ' C' SECTION D" - "D". PANEL MATERIAL AS`SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING qrF 0�
(OF TYPICAL OVERHEAD DOOR LAYOUT) STAND(ALTERNATE DETAIL ARD SLIDING DOOR OF(STANDARD
STANDSTAND DWG TAIL OLAYOUT) 50,0DES00 PSI.
AZ 55, CONFORMING TO HE REQUIREMENTS OF ASTM A 792. MINIMUM YIELD STRESS SHALL BE
r
1-94
SCALE: DATE ov-: QED TOP RJCE C-1ROWERS
_ EUFAULA � � ALABAMA
DRAWN BY: /I/JS S'ia
1o8 IACAnoN: 51CC-S, CA
CHECKED BY: `u 5.4. q ¢
c REV. NO.
DESIGN APP'D. BY: .f. % BUnnER:TOLSON EWTERPRI�5 DRAWING; 5180901 ABG -t p
NUMBER
NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE
IONS MADE CK -D.1 DATE11NO.1 REVISIO
1-94
SCALE: DATE PEE) .TOP 'ICL:. GPOWEPS fg!Q
B
EUFAULA - ALABAMA
DRAWNBY: MS S-94 BIC.-�C� S_ � CA
CHECKED BY:
DESIGN APP -D. BY: TOL SO NJ .Q TE2-1-r?) C'=S DRAWING ' . REV. No.
NUMBER 'JI.3`�7"Ol AS�'Z Q
ROOF CURB FRAMING
ROOF PANELS
WALK DOORS
SWING LOCKSET
CLOSER
COLOR LINER TRIM
LINER TTM
SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS
ttPE: LOAI�SPAA!- GAGE COLOR•• 'ALCT _
OTY SIZE TYPE
COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY
�NO
THE A.B.C. DESIGNER. MAXIMUM LOAD FOR ROOF CURB IS 2500#.
PAINT WARRANTY: =_ WATER TIGHT WARRANTY:-
2 3070 — 6070 L'�M —NL —HG %N _GY_L__
—YES Z�'NO
.WHITE __YES
UL 90 CERTIFICATION:!
— 3070 __ 6070 —M —NL —HG —_ —
—YES —NO
WHITE __YES __NO
_
Ott WIDTH LENGTH SLOPED AT RIDGE
IF SSII: FIXED CLIP:— SLIDING CLIP:—
— 3070 — 6070 —M -_NL —HG
-_YES —NO
WHITE __YES __NO
----
-- --- -- --- —
' 307Q 6Q70 _M _NL _HG --
—YES —NO
WHITE __YES —NO
----
--- --
WALL PANELS
ROOF CURBS
TYPE: LOn/aSPAN GAGE'26 COLOR- LT3TFtL BASE. 6A
FRAMED OPENINGS
CAGE COLOR
^
Ott OUTSIDE WIDTH OUTSIDE LENGTH MIN. NT.
PAINT WARRANTY:
OTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM
LINER TRIM
LINER TRIM
COLOR
___ B" 18
`
Z �O /4/O FF —YES -:Y NO
—YES AND
-__ --- 8" < 18
- -
—NO
—YES —NO
SAVE TREATMENT
_— _ —YES
—NO
—YES —NO
SKYLIGHTS / WALL LIGHTS
STANDARD W/ DOWNSPOUTS FT O.C. (MAX)
—YES
.
— .GUTTER
__YES —NO
TRANSLUCENT SKYLIGHTS OTY�-- SIZES TRIM:—
FLANGE BACK GUTTER W/ DOWNSPOUTS FT O.C. (MAX)
_ —YES —_NO
—
—NO
---
TRANSLUCENT 4' 9" WALL LIGHTS OTY:—
SIMPLE EAVE TRIM .,
—YES —NO
—YES
_ —YES —NO
—YES _NO
-
DELUXE EAVE TRIM
-
—YES —NO
—YES —NO
--
.FACADE -
"ICE AND SNOW TREATMENT NO:—
CLEAR
CORNER
'
— —_ - —YES —NO
—YES —NO
__--
TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE
UNIT
-- —YES —NO
_YES —NO
TRIM COLORS
—YES —NO
—YES —NO
.--
_-- —
RAKE TRIM: 8.2-f- =a=99/ SAVE: LT=5TFY.0
FACIA PANEL TYPE _— GAGE: _— COLOR:. TRIM COLOR; --
DOWNSPOUTS: — FRAMED OPENINGS' LTSTFLL
WINDOW
SOFFIT PANEL TYPE: GAGE:— COLOR: —TRIM COLOR'
CORNER: LTSTPLL BASE TRIM: g�SL
-
SELF -FLASHING THERMA-PANE GLASS, BURNISH SLATE
-
BACK PANEL TYPE_ : —. GAGE: COLOR: TRIM COLOR'
MISCELLANEOUS:
QTY WIDTH HEIGHT LINER TRIM LINER TRIM
-
'
COLOR
...
PRIMER COLOR
-- -- —YES —NO
CANOPI CLEAR
SOFFIT SOFFIT
QTY - EW - SW SLOPE PROJECTION LENGTH.. UNDER BEAM
PANEL TYPE COLOR
'RED OXIDE: CREY� SPECIAL•
—YES —NO
—YES —NO
—_ -
—YES _NO
ROOF FASTENERS
�-
—YES —NO
EAVE TRIM.: —_ TRIM COLOR: _ DOWNSPOUT ELBOWS ONLY:
DOWNSPOUTRETURN: —
STANDING SEAM 11
'
A. X 1 1/4 SELF .DRILL HEX HEAD W/ WASHER
112
B. 14 X 7/8 SELF DRILL HEX HEAD W/ WASHER
OVERHANGS
C. X12 X 1 1/4 SHOULDER CLIP SCREW
LOUVER
' D. 114 X 3/4 SELF TAPPING HEX HEAD W/O WASHER
OTY PROJECTION LENGTH SOFFIT TYPE COLOR GAGE
E. jf 12 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
WHITE ADJUSTABLE W/ BIRD SCREEN
26
r
SW
:)K LONGSPAN
OTY WIDTH HEIGHT LINER TRIM LINER TRIM
SW 26
A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
COLOR
_
B. #14 X 3/4 SELF TAP HEX HEAD W/ WASHER
_
—YES —NO
DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN:
LOC SEAM
A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
— YES —NO
EW -- 26
B. #14 X 7/8 SELF DRILL HEX HEAD W/ WASHER
26
C. #12 X 1 1/4 SHOULDER CUP SCREW
—YES —NO
EW _--
D. #12 X 1 1/4 SELF DRILL HEX HEAD W/0 WASHER
—YES —NO
WALL FASTENERS
—YES —NO
PARTITIONS
Ott WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
LONGSPAN OR ARCHITECTURAL
,K A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ CLEAR WASHER
LINER PANELS
�K B. #14 X 3/4 SELF TAP HEX HEAD W/ CLEAR WASHER
—
C. #12 X 1 1/4: SELF DRILL HEX HEAD W/O WASHER
LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR
-LINER TRIM
TRIM COLOR
-- — _
SHADOW PANEL
-- — _
—YES --NO
--
- --
_
A. �#12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK
B. #14 X 3/4 SELF TAP HEX HEAD
—_ __ ,—
___YES —NOC.
#12 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
'
YES ___NO —_—_
_—YES —NO
_—_—
-
INSULATION
--
SPECIAL NOTES
NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR
ROUND 2Cr' THROAT WHITE VENTILATORS
'
ROOF--
_—_ QUANTITY -_—_ RIDGE MOUNTED —_ SLOPE MOUNTED
WALLS -* -- --
RIGID BOARD:— ROOF: WALLS:— BEARING PLATE:--
9" X 10' RIDGE VENTILATORS
I
THERMAL BLOCK: �BY ABC.—_ BY OTHERS:_ (17 THICK ONLY)
— OTY AT 10' SECTIONS —__ LINEAR FEET CONTINUOUS
SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION)
ROOF JAXS
MISCELLANEOUS MATERIAL
1
Ott TYPE
— DK -3 1/4" - 4" DIAMETER
DK -5 4" - 7" DIAMETER
- DK -8 T - 13" DIAMETER
-
IONS MADE CK -D.1 DATE11NO.1 REVISIO
1-94
SCALE: DATE PEE) .TOP 'ICL:. GPOWEPS fg!Q
B
EUFAULA - ALABAMA
DRAWNBY: MS S-94 BIC.-�C� S_ � CA
CHECKED BY:
DESIGN APP -D. BY: TOL SO NJ .Q TE2-1-r?) C'=S DRAWING ' . REV. No.
NUMBER 'JI.3`�7"Ol AS�'Z Q
R/F REACT'N @ FIRM. LNS. 1 & 2
A C
REACTION TABLE KIPS
LOAD DESC WIND I A I
B
C
D
DL+LL 0.3
2.3
-0.3
2.4
DL+WL-> L ->R -3.2
-5.1
-2.5
3.3
DL+WL<- R ->L 0.2
-1.1
0.7
-0.6
OUTSIDE
j OUTOF — SLOF
AB AI
SLAB
m I °D
M M
O O
05 CD
3/47AB 3/4-AS2 2 1
t�2�21
6 6
BP02-A BP04-A
6 6
1 2 23/4 -AB 142.2 3/47AB
CA
TTTM M
N V
OUTSID
OUTSIDEOF
SLAB - SLAB
10 �-
BPO1-A BP03-A
I
WIND
4.8K
I r4.8K�
i 4.8K 14.8K
X -BRACING REACTIONS @ COL. LN. B
(WIND DIRECTION MAY BE OPPOSITE)(REACT'N ARE BASED. ON I BRACED BAY)
m
HIGH SIDE >
B
ra <q < LOW SIDE >
. 1'0 I 16'4 1-0
1 2
18'4 OUT TO OUT OF CONCRETE _I
r
ANCHOR BOLT PLAN
I,,
BUILT-UP MEMBERS
COVAN OE
GREATER. A570 GRADE 55 FORPLATES N3/19"T TO A572 FOR 3PLATE D
LESS THAN 55KSIMINIMUM
YIELD STEEL.
1
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R/F CROSS
SECTION 0 FRM. LNS. 1 &
2
SPLICE BOLT TABLE
SPLIC SI PTH
CL19W A SPLIC
3/4
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16
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8' 8 3/4 X 2 1 0 1
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LIGHT GAGE COLD FORMED CHANNEL AND ZEE SECTIONS P-55 EQUIVALENT
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Il
N
BEVEL WA
CUT WASHER
CABLE BRACE OR ROD
ER WEB
BRACE DETAIL
Eos
SIDEWALL GIRT
GIRT CLIP
GC -IL SHOWN
GC -IR OPPOSITE
GIRT EXTENSION ANGLE
GEA -1
CORNER GIRT CUP
CGC-11L SHOWN
CGC-11R OPPOSITE o
ENDWALL GIRT
NOTE:
2 1/Y ALL SECONDARY FRAMING CONNECTIONS
SHOWN MADE WITH 1/7'0 X 1 1/4" A307
BOLTS W/2 SAE WASHERS PER BOLT.
ENDWALL CORNER GIRT CONNECTION B
8" INSET S.W. GIRTS / W INSET OR FLUSH E.W. GIRTS V-0" OVERHANG EOS
EAVE STRUT r A325
BOLTS W/WASHERS4(U. N.)
(2) 1/2.0 X Y A325 _
BOLTS W/WASHERS (U. N.)
RIGID FRAME- RAFTER
FAVFTRUTIPI..ATE I \
RIGID FRAME
COLUMN
3/4'0 A325 BOLTS
EAVE STRUT DETAIL I
INSET GIRTS LOWSIDE E05
12 FASTENER
2 PER PURLIN)
GABLE ANGLE
GA -1
PURLIN
1/7o X 1 1/4" A307 BOLT
W/2 SAE WASHERS
ENDWALL WAFTER
PURLIN CONNECTION DETAIL (� 1
BUILT-UP OR HOT ROLLED ENDWALL RAFTER INSET OR FLUSH GIRTS EOS
EAVE STRUT
(4) 112.0 z
A325 BOL
V/H. T. VA
EAVE STRUT
(SHOP V'
COLUMN
RAFTER
ILTS
EAVE STRUT DETAIL s
HIGHSIDE EAVE 5YFFSS GIRTS EO$
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.
SCALE: I NONE 11 DATE
DRAWN BY: I Ay,
CHECKED BY: 3(✓
DESIGN APP -0 BY:
1/2-0 X1 1/4" A325 BOLT
W/ONE H.T. WASHER
FRAME BRACE -AS 9s0,=.
(FIELD BEND)
SIDEWALL GIRT Fli
r1/Y0 X 1 1/4" A325 BOLT
W/ONE H.T. WASHER
1
CORNER GIRT CUP I
- COLUMN
CCC -1
BR6-20.0
34"0
ENDWALL GIRT z
L, z
I
BR8-20.0
^ w
�I
O
= 1 1 /8"0
NOTE:
BR10-20.0
ALL SECONDARY FRAMING CONNECTIONS
1"
MADE WITH 1/70 X 1 1/4" A307 BOLTS
= 13/8"0
W/2 SAE WASHERS PER BOLT UNLESS
BR12-20.0.
NOTED OTHERWISE.
ENDWALL CORNER GIRT CONNECTION
BY-PASS S.W. GIRTS / 8" E.W. GIRTS 1'-O" OVERHANG Eos
EXAMPLE (MEMBER SIZES
EIESOS4-20.0 = 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
8EC16-21.0 = 8" CEE PURLIN/GIRT EXTERIOR BAY 16GA. X 21'-0" LONG.
SIC16-21.0 = 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.
9.5EC15-20.0 = 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
SC8-20.0 = 1/270 DO
ALL CABLE BRACES ARE EXTRA HIGH STRENGTH 7 WIRE CABLES UNLESS
OTHERWISE NOTED.
BR4-20.0 = 1/2"0 BRACE ROD X 20'-0" LONG
BR5-20.0
5/8"0
DO
BR6-20.0
34"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 1/2"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
7/80 A-325 39.0 1/3 TURN
1 "0 A-325 51.0 1/3 TURN
RED TOP RICE GROWERS
3200 8TH STREET
BIGGS, CA
TOLSON ENTERPRISES
-�'
,'MENIX CITY
.. T-1�vRI t 1
a�JrS�
DRAWING I REV.NO.
NUMBER 51867901 E-05 0
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,
AND WHERE LOOSENING OR FATIGUE DUE TO VIBRATION OR LOAD
�
—�'j 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
�
NUT HEAD + CONCRETE ANCHOR (MIN.) CORRESPONDING TO A FEW BLOWS OF'AN IMPACT WRENCH OR THE
5 -O' O.C. (MAX.) !I
A307 MACHINE BOLT FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH, THE I
AMOUNT OF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT
P2
DIAMETER AND LENGTH.
I
00�
NUT HEAD
A325 HIGH TENSILE BOLT
T ASTM A307, A325 BOLT IDENTIFICATION
D 1 ( W = e FOR 'i BOLTS, W =1'i FOR BOLTS)
RE
WEB OF COLUMN OR
BEVEL WASE
HEX t
CUT WAS
3
DT CABLE BRACE DETAIL
CABLE BRACE
T
R
BASE ANGLE(PRE- FORMED
18 GA. MATERIAL)
GRADE—
�.:;..—tet
2' MIN.
2
D1 SECTION THRU BASE ANGLE
WEB OF COLUMN OR RAFTER
BEVEL WASHER
CUT WASHER,
/ -ROD BRACE
HEX NUT J
4 ROD BRACE DETAIL
D1
SCALE:
DRAWN BY:
CNECKED BY:
3 REDRAWN W/CHANGED FORMAT C.0T.
. D.N. 6-89 DESIGN AV►'D. BY:
MADE CK -D. DATE NO. REVISIONS MADE CK'D. DATE ISSUE DATE:
I
PER 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 TOROUE-TO-TENSKN)
RELATIONSHIP FOR SEEMINGLY SIMILAR BOLTS AND CONDITIONS.
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 3; 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.
DATE
BOLT SPECiFICATION,
BASE ANGLE AND
eo I BRACING DETAILS
EUf AULA . ALA4MA
DRAWING D
NUMBER
A325 BOLT SCHEDULE
SIZE
REMARK
TENSILE KIPS
INUT ROTATION
'Z x 1'4
ASTM A-325 HIGH TENSILE
12.0
'3 TURN
4 x 2
ASTM A-325 HIGH TENSILE
12.0
S TURN
34 X 2
ASTM A-325 HIGH TENSILE
28.0
'� TURN
74 x 234
ASTM A-325 HIGH TENSILE
28.0
5 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
eo I BRACING DETAILS
EUf AULA . ALA4MA
DRAWING D
NUMBER
PURLIN OR GIRT
\ 1' 4 a 1s,7 A 325 BOLTS
W10 WASHERS .
t j a 11: A320 BOLTS
'10 WASHERS
i
ej a I,. A323 BOLTJ' RIGID FRAME RAFTER
OR COLUMN
Y/1 WASHER
} a 14 A3258OLTS PURLIN
W/0 WASHERS
OR GIRT
FRAMs BRACE
(FiELO 8340 TAS)
Ili A325 BOLT
W l WASHER
I•
C=====
/-RAFTER
'
OR COLUMN
1
e PURLIN AND GIRT CONNECTION
�•� SECTION THRU
FRAME AT FRAME BRACE
0' - B' LAP liT FRAME
LINE
NOTE:
ALL 9187
PURLINS AND 91 BY-PASS GIRTS USE
A 325 BOLTS WITHOUT WASHERS.
i'4 a1i
AHE RAFTER
I's
2S BOLTS (U.N.)
I HAUNCH,CONNECTION
09
RIGID FRAME RAFTER
A325 BOLTS (U.N.)
BOLTED SPLICE CONNECTION
Q9
14) 812 X 1' SOHH
PURLIN
ANTI- ROLL CLIP
fPCP - 2
(2) 812 X 114* SD HH — , i —RAFTER
\_V4 H.T. BOLTS
W/WASHERS
7 SECTION THRU PURLIN AT
pg ANTI -ROLL CLIP
(SEE TYPICAL CROSS SECTION FOR LOCATION)
R.F.
IR COLUMN
P
AANGLE
t_�
FFIN. FLOOR
SEASTENERMIN. PROJECTIONBASE ANGLE 1 ISEE SHEET ABC1 (U.N.)
GRAOB
1
1 •� I ANCHOR BOLTS
eBASE DETAIL AT EXTERIOR COLOMN
09
-EAVE STRUT
SEE NOTE"A•"
�jOR "AVE(�j AME BRAC EFS
IN EP REPUNCHEID HOLE FASTENERS
EAVE STRUT-�
BRACKET
(SHOP WELDED)
EAVE FRAME
BRACE R.F. RAFTER
R.F. COLUMN
EAVE FRAME BRAC DEA' I1.
D9
HIGH SIDE EAVE FRAME BRACE SIMILAR)
;�X II' A307 BOLTS
W 12 — SAE WASHERS PE
BOLT
I
PURLIN
#s41)X 11' A307 BOLTS OR GIRT
W/2 -SAE WASHERS PER ROOF BEAM
BOLT (U.N.) OR COLUMN
# 9 1/2- PURLINIS AND GIRTS USE
A-325 BOLTS WITHOUT -WASHERS
ePURLIN AND GIRT CONNECTION
09 TYPICAL LAP AT FRAME L I NE
NONE
RIGID FRAME RAFTER,
I'.
A325 Ba
3 HIGH -SIDE HAUNCH
09 CONNECTION
VO r 111 A 325 BOLTS
WIONE HT WASHER EAVE STRUT BRACKET
EACH BOLT
( SHOP WELDED)
E VE STRUT
EAVE STRUT
r "1
•:
1
1 1
•
$
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:
112- # BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REOUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET D I.
# 1 FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO. j
►RAMS DETAILS
LSS ILD GS
BY-PASS GIRTS
t
I
t
cwAuL•
1nCRIC�M �' AUIl01KS ,
GRAYING D9 •/"al I
NUMBER ' C
(2
4
W BOLTS
( WASHERS
EAVE STRUT 1 RIGID FRAME RAFTE
SEE NOTE "A"
(2)"0 X 1:'A 325 BOLTS COLUMN LINEP3-
I
COLUMN '
W/WASHER5 =
FIN. FLOOR
EAVE STRUTPLATE - - BFAI�.STENER(ESP=1) 1" GIRT LNERIGID FRAME COLUMNMiN. PROJECTION
BASE ANGLESEE SHEET ABC -1 (U.N.)EAVE FRAME BRACEGRADEIGID FRAME RAFTERT#xiVA325 BOLT ANCHOR BOLT
.W/ WASHER A'325 BOLTS
( U.N.)
I HAUNCH CONNECTION e BASE DETAIL AT EXTERIOR COLUMN
Oti 11
NOTE: EAVE STRUT
EAVE FRAME BRACE
OMITTED FOR CLARITY, IV' j �X I!' A325 BOLTS
W/H .T . WASHERS
SEE pn FOR DETAIL.
R.F. RAFTER
i -
I
I EAvE STRUT PLATE
(ESP -1)
(2) =.X 2-A325 BOLTS
W/H .T . WASHERS
R.F. COLUMN
11'0 A325 BOLTS (UN.)
eEAVE STRUT CONNECTION TO COLUMN
0I 1 ( HIGH SIDE EAVE STRUT CONNECTION SIMILARi
1'# MW A325 BC .'S
EAVE STRUT— , /— EAVE STRUT
it1G10 FRAME VI -EL S EE NOTE. -A" -
COLUMN
V# # x 2" A 32 5 BOLTS Wl WASHERS
FRAME BRACENOTE"A"
EAyE FRAME BRACE E FOR EAVE FRAME BRACES EFS.
VWx 1.' 325 B0 USESIX 0)•12 S.O. FASTENERS
IONE WASHER— IN PREPUNCHED HOLES.
Q SECTION THRU HAUNCH
11 AT EAVE FRAME BRACE
( HIGH SIOE EAVE FRAME BRACE SIMILAR)
if A 325 BOLT
(UN.)
-HIGH SIDE
CAVE STRUT
(2)i•x1•Z A 325 OWS
WI WASHERS
EAVE STRUT CLIP
I ESP -1 )
— EAVE FRAME BRACE
} f xti A 325 BOLT
WI WASHER
RIGIO FRAME COLUMN
3 HIGH -SIDE HAUNCH
of I CONNECT ION
NOTE:
112.0 BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REOUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET 01.
*FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO.
NONE II DATE
DRAWN Sr 7-85 FRAME DETAILS
SSF BUILDINGS EwAUAA •�•�•^�
CMECREtI sr INSET GIRTS AMERICA.
� eul�DlMcs
D11 ;;07
09316H 091161 APro. R► DRAWING
.REV. 9-i- 3 NUMBER
1;f x ll* A 325 SOLI
W I ONE WASHER
R.F
GIRT CLIP ( GC -1L SHOWN FOR 8•' GIRT$)
COLUMN
(GC -3 FOR Vi GIRTS)
G (RT CLIP (GC- IR SHOWN FOR 8- GIRTS)
IGC - 3
FOR 91i GIRTS )
GIRT
FRAME BRACE
�$ x 1t A 325 BOLT
W I ONE WASHER
30
GIRT
GIRT EXTENSION ANGLE
(GEA -1)
gl•• X li A307 BOLTS--/
W/2 -SAE WASHERS PER
BOLT .
7 GIRT
11
CONNECTION
TO COLUMN
1'# MW A325 BC .'S
EAVE STRUT— , /— EAVE STRUT
it1G10 FRAME VI -EL S EE NOTE. -A" -
COLUMN
V# # x 2" A 32 5 BOLTS Wl WASHERS
FRAME BRACENOTE"A"
EAyE FRAME BRACE E FOR EAVE FRAME BRACES EFS.
VWx 1.' 325 B0 USESIX 0)•12 S.O. FASTENERS
IONE WASHER— IN PREPUNCHED HOLES.
Q SECTION THRU HAUNCH
11 AT EAVE FRAME BRACE
( HIGH SIOE EAVE FRAME BRACE SIMILAR)
if A 325 BOLT
(UN.)
-HIGH SIDE
CAVE STRUT
(2)i•x1•Z A 325 OWS
WI WASHERS
EAVE STRUT CLIP
I ESP -1 )
— EAVE FRAME BRACE
} f xti A 325 BOLT
WI WASHER
RIGIO FRAME COLUMN
3 HIGH -SIDE HAUNCH
of I CONNECT ION
NOTE:
112.0 BOLTS SHOWN IN DETAILS ON THIS PAGE ARE REOUIRED
TO BE TIGHTENED PER SPECIFICATION ON SHEET 01.
*FRAME BRACE TABS TO BE BENT IN FIELD WHEN REO.
NONE II DATE
DRAWN Sr 7-85 FRAME DETAILS
SSF BUILDINGS EwAUAA •�•�•^�
CMECREtI sr INSET GIRTS AMERICA.
� eul�DlMcs
D11 ;;07
09316H 091161 APro. R► DRAWING
.REV. 9-i- 3 NUMBER
LONGSPAN PANEL
# 12 FASTENER
(2'-O" O.C.)
)EM
HEAD FLASHING WALL PANELS
(SEE SECTION THRU TOP BOLT
DOOR HEADER) (FIELD INSTALL)
�,
WALK DOOR ELEVATION
NOTE:
FOR FRAMING DETAILS,
SEE SHEET WD -4.
`-JAMB FL
FJ 15- 7.2
SECTION THRU JAMB
W= EANEL
SECTION THRU JAMB-
W/ARCH. PANEL
AMB
INu
ALT. SECTION THRU JAMB
W /ARCH PANEL
DOUBLE WALK DOOR ELEVATION
AMB
TING
11: 12 FASTENER
(21-0" D.C.)
TAPE SEALER
DOOR JAMB
DOOR JAMB
- II
U
INACTIVE
DOOR LEAF
•
CYLINDER LOCK
BOTTOM BOLT
( FIELD INSTALL)
ACTIVE,
DOOR LEAF
WALK DOOR ELEVATION
NOTE:
FOR FRAMING DETAILS,
SEE SHEET WD -4.
`-JAMB FL
FJ 15- 7.2
SECTION THRU JAMB
W= EANEL
SECTION THRU JAMB-
W/ARCH. PANEL
AMB
INu
ALT. SECTION THRU JAMB
W /ARCH PANEL
DOUBLE WALK DOOR ELEVATION
AMB
TING
11: 12 FASTENER
(21-0" D.C.)
L--MULTIRIB
PANEL
SECTION THRU JAMB
W/MULTIRIB PANEL
i B12 FASTENER
(12" 0. CA
GIRT
WALL PANEL
INSIDE CLOSURE
(LSP -I FOR "LS" PANEL)
(MRP -I FOR "MR°PANEL)
(AP2- 1 FOR ARCH. PANEL)
x#12 FASTENER
(12' 0. C.)
HEADER
FIELD CUT AS LHEAD FLASHING
REQUIRED FDH2-3.4 FOR 3070 DOOR
FDH2-6.4 FOR 6070 DOOR
SECTION THRU DOOR HEADER
JAMB FLASHING
FJ15 -7.2
NOTES
1. PANEL OPENINGS ARE 3-1-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 ALABAMA
2 REVISED JAMB FLASHING THG sLJ t-94 CHECKED BY: SHEETING ELEVATIONS
8 1 ADDED NOTES THG KC, 5-92 DESIGN APP'D. BY: AND FLASHING DETAILS DRAWING, REv.no.
NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE ISSUE DATE: 6-91 NUMBER WD -3 2
TAPE SEALER
DOOR JAMB
DOOR JAMB
I THRESHOLD
THRESHOLD j
i
FIN.
I I
FIN.
i i '
I
FLOOR
IITAP&EALER
FLOOR
I
q (TAMP IN:,; ':
�14"OTAMP 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 YO TAMP IN AND
MACHINE BOLT.
CAULK AROUND JAMBS AND THRESHOLD
AS REQUIRED.
L--MULTIRIB
PANEL
SECTION THRU JAMB
W/MULTIRIB PANEL
i B12 FASTENER
(12" 0. CA
GIRT
WALL PANEL
INSIDE CLOSURE
(LSP -I FOR "LS" PANEL)
(MRP -I FOR "MR°PANEL)
(AP2- 1 FOR ARCH. PANEL)
x#12 FASTENER
(12' 0. C.)
HEADER
FIELD CUT AS LHEAD FLASHING
REQUIRED FDH2-3.4 FOR 3070 DOOR
FDH2-6.4 FOR 6070 DOOR
SECTION THRU DOOR HEADER
JAMB FLASHING
FJ15 -7.2
NOTES
1. PANEL OPENINGS ARE 3-1-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 ALABAMA
2 REVISED JAMB FLASHING THG sLJ t-94 CHECKED BY: SHEETING ELEVATIONS
8 1 ADDED NOTES THG KC, 5-92 DESIGN APP'D. BY: AND FLASHING DETAILS DRAWING, REv.no.
NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D. DATE ISSUE DATE: 6-91 NUMBER WD -3 2
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FIELD CUT GIRTS
FnR FIFI n I nFAfFn oUUUH JAMtl
FRAMED OPENINGS a
TLE BASE ANGLE I " BASEANGLE
(vaRlES) r (vARlEAN
FRAMED OPENING KEY OFOA
JAMB TO GIRT CONDITION I AA
EAVE STRUT
1 � I
(6) /12 SELF DRILL FASTENERS
JAMB CLIP
ice -T
1/2- X 1 1/4- A307 BOLTS
WITH WASHERS
JAMB
I
C A► � �
DOOR GIRT SCHEOULi-
1
GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS
-j
DOOR
WIDTH
DOOR HEADER J
FRAMED OPENING KEY
glpT ,
2 I/2
JAMB TO EAVE STRUT
20' BAY
CUT GIRTS
i
'
FIEID InFATFn
ROTATE JAMB SQUEEZE CUP (JGC-8 FOR 8- JAMBS JGC-9.8
-OR 9 1/2" JAMBS)
JED OPENINGSoo
UUUR JAMB --
0
INTO POSITION AT GIRT HEIGHT. TAP SLIGHTLY WITH HAMM[R Tp,ACHI
SECURE CLIP TO BY 'NSERTING 1 2 X1 BOLTS
E AlIGLE-
LIES)
� '
DOOR WIDTH
r '(
- - - - BASE AN
I , f (VARIES)
I
- - -
EAVE STRUT
'--------`-------------------r -�
GIRT , I I I DOOR HEADERVji� r] r GIRT
t.Iii
FIELD CUT GIRTS
FnR FIFI n I nFAfFn oUUUH JAMtl
FRAMED OPENINGS a
TLE BASE ANGLE I " BASEANGLE
(vaRlES) r (vARlEAN
FRAMED OPENING KEY OFOA
JAMB TO GIRT CONDITION I AA
EAVE STRUT
1 � I
(6) /12 SELF DRILL FASTENERS
JAMB CLIP
ice -T
1/2- X 1 1/4- A307 BOLTS
WITH WASHERS
JAMB
I
GENERAL NOTES. FOR FIELD LOCATED FRAMED OPENINGS
DOOR GIRT SCHEOULi-
1
GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS
-j
DOOR
WIDTH
_ _
FRAMED OPENING KEY
OFOB
2 I/2
JAMB TO EAVE STRUT
20' BAY
I AA
1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE
'
JAMB HEADER CLIP
ROTATE JAMB SQUEEZE CUP (JGC-8 FOR 8- JAMBS JGC-9.8
-OR 9 1/2" JAMBS)
JC8-0
(B' HEADER)
INTO POSITION AT GIRT HEIGHT. TAP SLIGHTLY WITH HAMM[R Tp,ACHI
SECURE CLIP TO BY 'NSERTING 1 2 X1 BOLTS
JC9-B 9 1/2 HEADER)
DESIRED HEIGHT. JAMB (2
THROUGH BACK LEG AND TIGHTENING.
1
T -
I 1 /2"X 1 1/4' A307 BOLTS
)OOR JAMB -�
2 3/1; (Ir J OS�
3 I/i1 J MPS)
Y WITH WASHERS
I
9 I/T GIRTS 9.5212-
9.5Z12-
2. ALL STRUCTURAL CONNECTIONS TO BE MAGE AS SHOWN ON APPROPRIATE
DETAILS.
1/4 (9
TYPICAL ANCHOR BOLT LAYOUT _
3. ALL STRUCTURAL COIUTECTIUNS TO BE MADE AS SHOWN ON APPRGPRIATE DETAILS.
1 /4.
HEADER
'
B'
4. JAMBS MUST BE LOCATED A MINIMUM OF 1-0" FROM CENIEF LINE OF COLUMNS.
4
JAMB SQUEEZE
I
I
2 1 2 S.
I' FINISH FLOOR
CLIP
�� GIRT
1/2 DU. ANCHOR BOLTS
NOT BY A.B.C.
-
--------
SECTION
1/2-X I- A307
FIELD LOCATED FRAMED OPENING NOTES OF 9t
DOOR GIRT SCHEDULE _
11/2-X
OF�92
AA
1/YX 1 1/4!-E
BUTTON HEAD BOLTS
AA
WITH WASHERS
HEM TDN 3-90
SCALE:
DRAWN BY: THC
1 1/4- BOLTS
OVERHEAD DOOR FRAMING DETAILS
EurauLA
ALABAMA
I
I
♦ REVISED FASTENER DESCRIPTION THC TON 2-88_�f
_
WITH WASHERS
3 GENERAL REVISION IKE JEo 1-85
'
2 REDRAWN LW MMC 0-84
CHECK[EIBY: Ou
6 ADDED NOT-- 8 IKE MMC 2-83
1 GENERAL REVISION IKE MMC 2-83
DESIGN A FFID. BY:
IO
I JAMB
I —
.... Iocv4a1nFA5 AAAnr rK-n nAYc
FAn wrvlclnrJs AAAnc rlc•n nnrc
Aln REVISIONS MAnE r1C•n. DATE
L_
DOOR JAMB -�
--- (6) 112 SELF DRILL
FASIE NERS
-.-- GIRT
f
- - --- - JAI.IB CLIP
JCB -1
lo o
1,12- X 1 1/4- A307 BOLTS
-- WITH WASHERS
-- JAMB
• BUTTON HEAD BOLTS REQUIRED
AT STRIP WINDOW
JAMB TO GIRT CONNECTION FoF01
Ir AND 9 1/Y JAMBS I AA
JAMB --
I/tx r A307
BUTTON HEAD BI
BASE ANGLE
CAP "AC -1
JAMB CONNECTION CLIP
JCB -B B JALIB)
JC9-B ;9 t/2- JAMB)
ANCHOR BOLTS
RS)
)TCH)
\ � 1
V JAMB,SO
FIELD CUT AND FIELD DRILL GIRT A%
JGC-8.(Br CLIP
J
AT FIELD LOCATED FRAMED OPENINGS JCC -9 1/:-
.S (9 1/:' JAMBS)
JAMB TO CAVE STRUT CONNECTION _ OF06 HEADER TO JAMB CONNECTION_ OF21 GIRT TO JAMB CONNECTION 0F16 JAMB BASE CONNECTION OF11
li AND 9 1/Y JAM85 I AA 6" AND 9 1/2" HEADERS I AA !r' AND 9 1/2- JAMBS -{ A 8' AND 9 1/2" JAMBS AA
A
GENERAL NOTES. FOR FIELD LOCATED FRAMED OPENINGS
DOOR GIRT SCHEOULi-
GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS
3•
F
_ _
2 I/2
1. OVERHEAD DOORS ARE FIELD LOCATED CUT STANDARD PANELS AND GIRTS
20' BAY
25' BAY
1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE
'
A
AS REQUIRED.
FIELD CUTTING.
2' DOOR WIDTH _ Y
(f GIRTS 8212-
8112-
DOOR WIDTH f 4*
EDGE OF
2. MAXIMUM HEIGHT OF DOUR IS 2'-0' LESS THAN SAVE HEIGHT.
9 I/T GIRTS 9.5212-
9.5Z12-
2. ALL STRUCTURAL CONNECTIONS TO BE MAGE AS SHOWN ON APPROPRIATE
DETAILS.
SLAB'
TYPICAL ANCHOR BOLT LAYOUT _
3. ALL STRUCTURAL COIUTECTIUNS TO BE MADE AS SHOWN ON APPRGPRIATE DETAILS.
'
B'
4. JAMBS MUST BE LOCATED A MINIMUM OF 1-0" FROM CENIEF LINE OF COLUMNS.
4
1
2 1 2 S.
I' FINISH FLOOR
FINISH GRADE —�
1/2 DU. ANCHOR BOLTS
NOT BY A.B.C.
SECTION
FRAMED OPENING ANCHOR BOLT DETAIL OF61
FIELD LOCATED FRAMED OPENING NOTES OF 9t
DOOR GIRT SCHEDULE _
OF93 SHOP LOCATED FRAMED OPENING NOTES
OF�92
AA
AA
AA
S IREVISED NUMBER OF FASTENERS IN CLIP
HEM TDN 3-90
SCALE:
DRAWN BY: THC
DATE
OVERHEAD DOOR FRAMING DETAILS
EurauLA
ALABAMA
♦ REVISED FASTENER DESCRIPTION THC TON 2-88_�f
_
B CORRECIEU OF93-AA TMG BLJ 1-94
3 GENERAL REVISION IKE JEo 1-85
7 REDRAWN. REVISED CLIPS AND BOLTS TMC au 1-94
2 REDRAWN LW MMC 0-84
CHECK[EIBY: Ou
6 ADDED NOT-- 8 IKE MMC 2-83
1 GENERAL REVISION IKE MMC 2-83
DESIGN A FFID. BY:
DRAWING, ODI
NUMBER
REv. NO.
B
.... Iocv4a1nFA5 AAAnr rK-n nAYc
FAn wrvlclnrJs AAAnc rlc•n nnrc
Aln REVISIONS MAnE r1C•n. DATE
SSUEO: 4-82
DOOR WIDTH _1
SHEETING AND FLASHING ELEVATION OTOa
AB
JAMB HEADER CLIP
"ADER)
!' HEADER)
1/rx 1 1/4' A307 BOLTS
WITH WASHERS
HEADER
1/2'% 1' A307
BUTTON HEAD BOLTS
FLASHING (OPTIONAL)
JAMB
OT21
I AB
SECTION A -A
B' AND 9 1/Y HEADERS
6 IREDRAWN. REVISED FLASHINGS
NO, REVISIONS IMADEJ CK'D.IDATEUNO.1 REVISIONS
DOOR WIDTH
HEAD FLASHING SCHEDULE
HEAD COVER FLASHING SCHEDULE
(OPTIONAL)_-_
8' HEADERS 9 5' HEADERS
1 PIECE FOH2-8'-3
I PIECE FOCFB-B'-0' 1 PIECE FOCF95-8'-O"
10-0,
1 PIECE FDH2-10'-3'
I PIECE FOCFS-10-O' I PIECE FOCF95-10'-0'
12'-0•
1 PIECE FDH2-12'-3'
I PIECE FOCF6-12'-0' 1 PIECE FOCF95-12'-0'
14'-0'
1 PIECE FOH2-14'-5'
1 PIECE FOCF8-14'-0' I PIECE FOCF95-14'-0'
I F:•..IY
I Plrrr rnMo_IR'-T'
1 PIFCF FOLFff-16,-Q' , --I P!F. FP.CF95,-Ij a0O'
18-0'
2 PIECES FDH2-9'-3'
2 PIECES FOCFS-9'-I t/2 2 PIECES FOCF95-9-1 1/2
20'-V'
2 PIECES FDH2-10'-S'
2 PIECES FOCFB-10-1 1/2'-2 PIECES FOCF95-10-1 1/
22-0'
2 PIECES FDH2-11'-3'
2 PIECES FOCFS-11-1 1/2'2 PIECES FOCF95-11-1 1/2
HEAD AND COVER FLASHING SCHEDULE OT91
AB
DOOR HEIGHT
JAMB FLASHING SCHEDULE
JAMB COVER FLASHING SCHEDULE
(OPTIONAL)
. ARCHITECTURAL
LONGSPAN AND MULn -RIB
B' JAMBS
9.5' JAMES
B -Or
2 PIECES FJ150-8'-1 1/Y
2 PIECES FJ15-8'-1 1/Y
2 PIECES FOCFB-B'-0'
2 PIECES FOCF95-8'-0'
10'-cr
2 PIECES FJISB-10'-1 1/2'
2 PIECES 015-10-1 1/2'
2 PIECES FOCFB-10'-(r
2 PIECES FOCF95-10'-Ii
12'-0r
2 PIECES FJ158-12'-I 1/2-
2 PIECES FJ15-12'-1 1/2-
2 PIECES FOCF8-12-0'
2 PIECES FOCF95-12'-0"
_
14-0r
2 PIECES FJ158-14'-1 1/2'
2 PIECES FJ15-14-1 1/Y
2 PIECES FOCFS-14'-O'
2 PIECES FOCF95-14'-0"
_
16'-(r
2 PIECES FJ15B-I6'-1 1/2'
2 PIECES FJ15-16'-1 1/i
2 PIECES FOCFB-16'-O'
2 PIECES FOCF95-16'-0"
_
18'-(r
4 PIECES FJ150-9'-1 I/2'
4 PIECES FJ15-9'-I I/Z"
4 PIECES FOCFB-9'-1 1/2'
4 PIECES FOCF95-9'-1 1/2
20'-0'
4 PIECES FJ158-10'-t 1 T
4 PIECES FAS -10-1 1/7'
4 PIECES FOCF8-10'-1 I/Z
4 PIECES FOCF95-10'-1 1/2
22-0•
4 PIECES kJ158-11'-1 1 If
4 PIECES FJ15-11'-1 1/7'
4 PIECES FOCFS-11'-1 12 4 PIECES FOCF95-11'-1 1/
JAMB COVER FLASHING SCHEDULE 0192
AB
JAMB
COVER FLASHING (OPTIONAL)
�•.\ �� GIRT - - - -
\\\
2
'1jWAFA
UL)LL STER,
__ OC)EN\ C
\ 1\ A F@
I ,
�- ARCHITECTURAL WALL PANEL
SECT!0_N B -B JARCHITECTURAL WALL PANELS
8' AND 9 1/2" JAMBS - -_A�-
SCALE: DATE
DRAWN BY: THC Eur AULA ;�-3, ,��1 AIAOAUA
CHECKED BY: BW OVERHEAD DOOR FLASHING DETAILS
DESIGN AM'O. BY: DRAWING A E V.6 NC
^turn• h82 NUMBER OD2
r JAMB
COVER FLASHING (OPTINAL)
�\---
GIRT -----
#1j2WA1,1. FACSTENER
/W,
I.I. PANEL
gg
` FJ1t5-LENCTk FOF LOIGSPAN AND MULTI -RIB PANELS
• LONGSPAN WALL. PANEL SHOWN
MULTI -RIB PANEL SIMILAR
SECTION B -B LONGSPAN AND_
MULTI -RIB WALL PANELSZ 0726
8- AND 9 1/2' JAMBS
AB
5 ADDED NOTE 7
TNG TDN -90
4 REVISED NUMBER OF FASTENERS IN CUP
HEM TON -90
J DELETED DETAIL 9A
IKE MN 0-87
2 DOOR GIRT MEMBER SIZE
Lw JED -87
-94 1 GENERAL
IKE JED 1-85
)ATE NO. REVISIONS
MADE CK'D. DATE
I
JAMB COVER FLASHING SCHEDULE 0192
AB
JAMB
COVER FLASHING (OPTIONAL)
�•.\ �� GIRT - - - -
\\\
2
'1jWAFA
UL)LL STER,
__ OC)EN\ C
\ 1\ A F@
I ,
�- ARCHITECTURAL WALL PANEL
SECT!0_N B -B JARCHITECTURAL WALL PANELS
8' AND 9 1/2" JAMBS - -_A�-
SCALE: DATE
DRAWN BY: THC Eur AULA ;�-3, ,��1 AIAOAUA
CHECKED BY: BW OVERHEAD DOOR FLASHING DETAILS
DESIGN AM'O. BY: DRAWING A E V.6 NC
^turn• h82 NUMBER OD2
CAUTION I
TO PREVENT RUST SPOTS FROM
FORMING ON PANELS.ALL SURFACES
SHOULD BE SWEPT CLEAN OF ALL
METAL FILINGS DAILY DURING ERECTION
412 SELF-DRILL
I1� LL
ROOF FASTENYR (LOCATE
)
4 LAP BOTH SIDDEESS
PURLIN WEB (NOMINAU
1'
—(4'-x•14 SELF -TAPPING ROOF FASTENERS WITH
C 42 BEADS OF GUTTER SE}►L AT EACH LAP I
DIE FORMED RIDGE CAP
912 SELF -ORIEL
ROOF FASTENERS
( LOCATE BOTH SIDES OF HIGH RIB)—. ,
RlN F p ANl •12 SELF-11Ru I
T ROOF FASTENER (LOCATE
TAPE BOTH SIDES OF HIGH RIB)
MASTIC
1
X12 SELF -DRILL
ROOF FASTENER
PURLIN (I' -0r OC. O EACH PURLW )
PANEL LAP DETAIL /
GUTTER
(OPTIONAL)
EAVE CLOSURE FLASHING
(SEE SHEET FD -4) —
ROOF PANEL EAVE STRUT
CLOSURE STRIP LSP -1
WITH TAPE MASTIC
TOP AND BOTTOM
GUTTER NOTE:
USE RAKE ENDCAP REC-1LR
FOR BUILDINGS WITHOUT
GUTTER.
AT )L0NNECTION TOTSGUTTTTE)R V
TYP. LAP
(12) -ti BLI
EACH LA
GUTTER(
I SECTION
1E
FLASHING DETAIL AT EAVE
( FOR FLASHING MK. NO. SEE SHEET FD -4)
J Lt2Fli BEADS OF GUTTER
SEAL EACH LAP
GUTTER LAP
12) -';BLIND RIVETS
EACH LAP (TYP)
FASTENERS AT GUTTER LAP
GENERAL NOTES
1. ALL ROOF PANEL SIDELAPS R ENDLAPS TO HAVE
CONTINUOUS STRIPS OF TAPE MASTIC.
2 ALL GUTTER AND RAKE LAPS TO HAVE TWO li BEADS
OF GUTTER SEAL
3 SEE SHEET FD -5 FOR FASTENER SELECTION.
AP
Bi
RAKE
FLASHII
4. USE TOUCH-UP PAINT WHEN NECESSARY
WITH AN ARTIST TYPE BRUSH.
DO NOT USE AEROSOL TYPE PAINT
FOR TOUCH-UP.
5. SEE SHEET FD -9 FOR CORNER CAP BOX
INSTALLATION DETAILS.
4DDED NOTE 1 1 AAA
IONS wr -
RAKE FLASHING
TAPE MASTIC
GABLE ANGLE
RAKE FLAS41NG
0
A IERNATE_RIDGE
FLASHING DETAIL
(MANUFACTURERS OPTION)
-TAPE MASTIC
GUTTER
SEAL—
# 14 SELF -TAPPING ROOF FASTENER
AT EACH HIGH RIB.
-CLOSURE STRIP LSP -O
(WITH TAPE MASTIC TOP A BOTTOM )
RAKE FLASHING
IS)-' BLIND
EACH
(3) •M SELF -TAPPING
WALL FASTENER —
�� (5)14 SELF -
ROOF FAST
RAKE CAP DETAIL
TAPPING
♦14 SELF -TAPPING
ROOF FASTENER 6- B* O. C.)
ROOF PANEL ( TYP) 3'-0' COVE 4 14 SELF -TAPPING ROOF FASTENERS
FOR SHEET SIDELAPS.(1=6'O.C.)
DETAIL 'A'
TAPE MASTIC I 1' 12 SELF -DRILL ROOF FASTENERS
y' TO STRUCTURAL EXCERT USE 1 EACH SIDE OF HIGH RIB
AT PANEL END LAPS, EAVE AND RIDGE.
'TAI A ��--
r----1-o • 1-0- 1.-O. REXTRA FASTENERS AT EAVE
STRUT,E4D LAPS AND RIDGE
4 12 SELF -DRILL ROOF PI4NEL FASTENER LOCATION
44 ROOF FASTENERS ROOF FASTENER
BOl( EACH CORNER 1 LOCATE EACH SIDE OF HIGH RIB) *ALL UL 90 ROOFS REQUIRE FASTENERS 0) EACH
TAPE MASTIC - SIDE OF HIGH RIBS gal SAVE STRUT. INTERMEDIATE PURLINS,
AND RIDGE PURLINS.
ROOF PANEL -,7 i OR MARK NO MON IN
(6) b BLIND RIVETS (TYP U.N) /"_
AT CONNECTION TO RAKE CLOSURE STRIP (LSP•I
FLASHING
TAPE MASTIC
-'-R SEAL
IFArA1
OUTSIDE CLOSURE
*14 ROOF FASTENERS
CROSS SECTION
GUTTER CLIP EE CHART ONJ
`SHEET FD -4.
—*14 SELF -TAPPING
�ROOF FASTENER
---GUTTER CLIP GC -A (3.O.O.C.)
12 SELF -DRILL '
NA4LL FASTENER (LOCATE 1--d-0. C.1
14 SELF -TAPPING
NALL FASTENER (LOCATE T-O'O.C.)
NALL PANEL
414 ROOF FASTENERS
(6) 1 BLIND RIVETS
(TYP. U.k)
6) li BLIND RIVETS EACH LAP ( TYP)
CROSS SECTION
AP Tuou . DA yr r.....
SULATED ROOFS DO NOT ALLOW INSULATION A
EXTEND UNDER ON BEYOND CLOSURE STRIP AND
TAPE MASTIC AS ROOF LEAKS WILL RESULT.
DRI I IZ �
1. USE L' SHEETERS DRILL FOR V BLIND RIVETS.
2. NOT REQUIRED FOR SELF -DRILLING FASTENERS.
3 USE /i � SHEETERS DRILL FOR*14 STITCH. FASTENERS
CAUTION
SHEETS MAY BE HEAVILY OILED AND SLICK -
WIPE CLEAN BEFORE INSTALLATION
SCALE: DAT
DRAWN my: FASTENER DETAIL FOR ROOF
oalONAPPIKIC : LONGSPAN PANEL
oivaN Ar►o. w:
,SUN but: 14-821
RUTAUTA - ALA.AM.
DRAWv No
NUMB RG* FD -1 ASI.
.■
ix 5• DOWN SPC
) ALONG DOTTED LINE
CUT ALONG SOLID LINE
r
L��SIDEWALL GIRT
GUTTER
614 SELF-TAPPING4QTA-RARE
MASTIC (CONTINUOUS 1
ROOF FASTENERS (1=
—CAP FLASHING FCP-1
(4 112 BULDINGS ONLY)
12 50.f•DRILL
WALL FASTENER (I' O'QC;
PURLINUTSIDE CLOSURE(LSP-01
112 BUILDINGS
R LESS)
j BLIND RIVETS ENOWALL PANEL
f..N LL DETA IL AT It
STRUT
4 KLA - 1w►r,nv
L FASTENER
(1'-O O.C. AT EACH NIGH RIS)
SAVE FLASHING
(SEINOULK
EET FD•A4
DOWNSPOUT OUTLET DETAIL`
PANEL (ITP! )
CLOSURE STRIP LSP -1
•12 SELF -DRILL EACH PANEL)
ROOF FASTENER
SAVE FLASHING ROOF PANEL
GUT R
T1- .2 912 SELF -DRILL DOWNSPOUT CLIP FOC -2
p
A 6=0. O.C. MAX.
ANLL FASTENER _ ODFCR- ENG HI
GUTTER CUPS CLOSURE STRIP LSP -0 (EACH PANELI CRLNOTN
EAVE STRUT i BLIND RIVE _
*M SELF -TAPPING
VALLI#STENER
DOWNSPOUT CLIP I2=0.0. C.)
SIDEVAM.L GIRT 1xWDOWNSPOUT
•u sEY-omLL vINLI
!x 5' DOWNSPOUT 0-tBLIND RIVETS FASTENER
SIDEWALL PANEL SIDEVIIILL PAPAL
L BLIND RIVET
DOWNSPOUT CLIP SIDEWALL GIRT
SECTION THRU DOWNSPOUT
BUND RIVET BASE ANGLE
I TYP.) —FINISHED FLOOR
DOWNSPOUT EIaOW
��
••! 2x11wPi:0ut
1
• _ 1 /t w:m Pb41:
. too M 00w4ml tI1bM as 8I61.1I2
AT
00�1
PC. 120-10. 0 1 PC 00/-2rC.
DOWNSPOUT DETAIL
-10.. • 1 1C. 1201-11
wn-
. too M 00w4ml tI1bM as 8I61.1I2
AT
00�1
PC. 120-10. 0 1 PC 00/-2rC.
-10.. • 1 1C. 1201-11
wn-
IC. -1.. 0 1 PC. IDI-!
2
1 IC M-1.. • 1 PC =-11
PC. 1001-10.. 1/2 PC 102-1•• • 1 R. PO1-2
•
1 PC MM_ 1.... 1/3 PC LOS -10.•' • 1 PC 0001-2
•
PC. M_so. 0 1 PC. /001-2
1 PC 005-14.4, 1 PC. ON--$ 4. • 1 PC "11-1
1
1 K M -p... 1 PC IN -1•.. • 1 M 1001-12
PC 105.1..• • 1 PC MC -12
PC 105-1..• • 1 PC Im-21C
EX
IOL -1
PC 101.1... 1 R 1001-N•• • I PC. ra-2MI-LOCAMIc
2 PC. 0100-1.., 1 PC M-10.• • 1 PC IOt-1IDS
-10.• 0 1 PC. 1001-2
•
OUTSIDE CLOSURE
-STRIP LSP -O
(SATE NAuicDETAIL
TA1L
us ANGLE
BASE ANGLE -
.. \ BASE ANGLE CORNER
FBC-1
WALL PANEL
( TYP.)
TAKE FLASHING
RKI -15.3
616 SELF-TAPPWG
VALL FASTENER AT EACH
HIGH RIO
"'—ENOWALL GIRT ..
ENDNNLL• PANEL. (TYB)
SELF•.TAPPNG WU.L F
(2•-1Y O. C. AT PANEL.
GENERAL NOTES:
1. CROWD OR STRETCH PANELS SLIGHTLY AS
NECESSARY TO MAINTAIN S -O' COVERAGE PER
PANEL.
2 PANELS MUST BE INSTALLED SQUARE WITH
BUILDING FRAME.
7. PANEL SIDELAPS STITCHED 2' -Or ON CENTER W1TII
014 SELF -TAPPING WALL FASTENER.. •
4. USE TOUCH-UP PAINT WHEN NESESSARY WITH -
AN ARTIST TYPE BRUSK 00 NOT USE AEROSOL TYP9
PAINT FOR TOUCH-UP.
I T DETAIL At. D' 1r -O• 1:0• 412 SE1F4MILL VNLL FASTENERS
AT SIDEINALL AND ENDWALL GIRTS.
ANGLE 13ASE ANGLE. EAVE STRUT AND
GABLE ANGLE. SAME LOCATION
FOR LINER AND PAAT:'TION PANELS.
,
WALL PANEL FASTENER LOCATION
IVE FLAS14ING
SEE SCHEDULE /'ITER SEAL
ON SHEET FD,4 ' //
OU SELF -TAPPING
FASTENER
(�( ••=6. 0. C.)
f—ELAS INO LAP At
TAI CORNER DETAIL
NOTE:
SEE SHEET F0-6 FCR FASTENER SELECTION.
4-66 11CALM DATE
owe" A1P51. 071
MIA Wt-. 1 4
EAVE
-"�—� BUND
RIVETS
L -OUTSIDE CLOSURE
STRIP LSP -O
SIOEWALL PANEL (TYP )
TYp)
DETAIL AT EAVE
FASTEN.S.R DETAIL. FOR WALLS
LONGSPAN PANEL
III►.1" fqgii" - . A._
DRAWING: PIv
NUMBER FD -3 e
2
REVISION
B ADDED CORNER. FLASHING SCHEDULE THG BW 1-9• J REVISED RIDGE FLASHING MARK NUMBERS TIIG M!M 5-07
SCHEDULE 6t OMITTED LSD -S. S9 h SS -1 THG JKC 8-93 2 REVISED FASTENER CHART$ LW. M.Y1:. 8 -BB
SCALE:
DRAWN BY:
CHECKED BY:
DESIGN APF'O. BY:
• INCLUDES GUTTER ENDCAP GE -I L/R
CORNER
STANDARD EAVE FLASHING
DELUXE EAVE FLASFING
HIGH SIDE EAVE FLASHING
RAKE FLASHING
RAKE CORNER BOX
RAKE CAP
RIDGE FLASHING
LONGSPAN
ARCHITECTURAL
BUILDING
WITHOUT THERMAL SPACER
WITH THERMAL SPACER
-
WITHOUT THERMAL SPACER
WITH THERMAL SPACER
STANDARD
GUTTER
FLANGE BACK
CUTTER
WITHOUT THERMAL
SPACER (PMT B)
1 PIECE FCRA2-13.10
SLOPE
WALL PANELS
WALL PANELS
WAIL PANELS
WALL PANELS
WITHOUT
WITH
WALL PANELS
WALL PANELS
WALL PANELS
9ALL NNELS
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
WALL PANELS
WALL PANELS
WAIL PANELS
WALL PANELS
ENDCAP
ENDCAP
2 PIECES FCRA2-12.1
(PMT A) WALL PANELS (PMT A)
LONGSPAN AND
ARCHItECTURAI
SHADOW PANEL
IONGSPAN AND
ARCHITECTURAL
SHADOW PANEL
LONGSPAN AND
MCHITCCTURAL
SHADOW PANEL
LONGSPAN AND
ARCHITECTURAL
SHADOW PANEL
LONGSPAN AND
ARCHITECTURAL
SHADOW PANEL
LONGSPAN AND
ARCHITECTURAL
SIUDOW PANEL
LONGSPAN AN
ARCHITECTURAL
SHADOW P/WEl
LONGSPAN AND
ARCHITECTURAL
SHADOW PANEL
ARCHITECTURAL
ARCHITECTURAL
1/4 TO 12
FEC -1
SPEC -1
15ET-1
TSET-1
ED -1
$PET -1
ED -1
SPET-1
ARSES -1
HSESH-1
SRF-RSF-1
SPRF-1
CC- L/R •
a-- B1
CCD-1 L/R
CCB -I L/R
CCO-1 L/R
SRC -1
SPRC-1
RFE-1
RFE - IE
GC -81
GC -A
GS -1
SPGS-1
GST -I
CS7-1
RSF-1
HSCS-1 L/R
HSCSH-1 L/R
0
p
I/2 TO 12
iEC-I
SPEC -1
iSET -I
TSET-1
ED -1
SPET-1
EO -1
SPE7-1
ARSES -1
HSESH-1
SF-1
pF-I
SPRF-1
LLB - L
CCD - 1 1 ;N •
L/I
LL6-I L/ R
CCO-/ L/R
SRC -1
SPRC-1
RFE-I
RFE-IE
GTI
CTI
8G-1
SPF8C-1
CC -BI
SPDC -BI
GC -A
GC -BI
GC -B/
CC -A
G$-1
SPGS-I
RS
RSF-I
HSCS-1 L/R
MSCSH-1 L./R
1 TO 12
FEC -1
SPEC -1
TSET-1
7SET-I
ED -1
SPET-1
ED -1
SPET-1
HSES-1
HSESH-I
SRF -1
SPRF-1
CCB -1 L/R •
CCO-1 L/R
CCB -I L/R
CCD -Il L/R
SRC -1
SPRC-I
RFE-1
RFE-IE
GC -84
CC -A
SPGS-4
1/4 TO 12
CTI
GTI
BC -1
SPFBG-1
RSF-1
RSF-1
HSCS-I L/R
HSCSH-I L/R
GC -BI
GC -A
GSI -1
CST -1
GST -1
• TO 12
FEC -4
SPEC -4
TSET-a
TSET-•
ED -4
SPET-4
ED -4
SPE
HSE$-a
HSESH-4
SRF_
GCGC=A _
CCB -4 L/R •
CCD -4 L/R
CCB -4 L/R
-^u-4 L/R
SRC -4
SPRC-4
RFE-4
RFE-4E
GTI
GTI
BG -1
SPFBG-I
GC -01
GC -91
-
. GC -A
CC -81
GC -89
GC -A
GST -1
CST -1
RSF-I
RS� I
HSCS-4 L/R
HSCSM-4 VR
GTI
GTI
BG-•
SPFBG-4
GC -84
1/4 t0 12
LSET-1
LSET-1
TSIET-1
TSET-1
ED -1
SPET-1
ED -1
SPET-I
MSEL-I
HSESL-I
LRF -1
LSRK-1
CCB -1 L/R •
CCD -1 L/R
CCB -1 L/R
CCD -1 L/R
LAC -1
LSRC-I
LSRF-I
LSRF-tE
N/A
N/A
GS -1
SPGS-t
N/A
N/A
2 TO 12
GTI
CTIBG-1
SPFBG-1
ASF -I
RSF-1
NSCL-I L/R
HSCSL-1 L/R
N/A
H/A
CS -1
SPGS-1
N/A
N/A
�.TO
!1/4
IZ
GTI
GTI
BG -I
SPFBG-1
GC -81
SPDC -81
GC -A
N/A
N/A
N/A
GS -1
SPC$ -1
NIA
N/A
N/A
N/A
GS -4
SPGS-a
N/A
N/A
CB -1 L/R •
CCB -1 L/R
G71
ql
BC -4
SPiBG-•
A
1/2 TO 12
LSET-1
LSET-1
TSET-1
TSET-1
ED -1
SPET-1
ED -1
SPET-1
HSEL-1
HSESL-1
p_IK
CCCO-1 L/R
CCD -1 L/R
IAC -I
LSRC-I
LSRF-I
LSRF-1E
HSCL-I L/R
HSCSL-I L/R
1 TO 12
LSET-1
LSET-1
TSET-1
TSET-I
ED -1
SPET-1
ED -1
SPET-I
MSEL-1
HSESL - I
LRK-1
LSRK-I
CCB -1 L/R •
CCD -1 L/R
CCB -1 L/R •
CCD -1 L/R
LAC -i
LSRC-I
LSRF-I
LSRF-IE
RSF-1
RSF-1
NSCL-1 LA
MSCSL-1-L/R
ya
J
•
CCB L/R
4 TO 12
LSET-4
LSET-4
TSET-4
TSET-4
EO -4
SPET-4
ED -4
SPET-4
MSEL-4
HSESL-4
RSi-�
Si �1
CCB -4 L/R
CCD -4 L/R
-4
CCD -4 L/R
LAC -4
LSRC-4
LSRF-4
LSRF-4E
MSCL-4 L/R
HSCSL-4 L/R
CCB -1 L/R •
CCB -I L/R •
RFE-IE
1/4 TO 12
FEC -1
SPEC -1
N/A
N/A
EO -1
SPET-1
N/A
N/A
HSE -1
HSEH-I
FIX I-15.3
SPRF-2
CCD -1 L/R
CCO-1 L/R
RC -1
LSPRC-1
FIFE
DIE -FORMED RIDGE
NSC -1 L/R
NSCH-1 l/R
MK. NO. OFR -1
1
-
CCB -I L/R •
CCB -1 L/R •
RFE-1E
1/2 TO 12
FEC -1
SPEC -1
N/A
N/A
EO -1
SPET-1
N/A N/A
HSE -I
HSEH-1
RKI-15.3
SPRF-2
CCD -1 L/R
CLD -1 L/R
RC -1
LSPRC-1
RFE-I
DIE -FORMED RIDGE
NSC -1 L/R
MSCH-1 L/R
MK. NO. OFR -1
iXt
CCB -1 L/R •
CCB -1 L/R •
RFE-IE
1 TO 12
FEC -1
SPEC -1
N/A
N/A
EO -I
SPOT -1
N/A N/A
MSE -1
HSE" -1
RKI-15.3
SPRF-2
CCO-1 L/R
CCD -1 L/R
RC -1
LSPRC-1
RFE-1
DIE -FORMED RIDGE
NSC -1 L/R
MSCH-1 L/R
UX. NO. OFR -1
CC8-• L/R •
CCB -4 L/R •
RFE-4E
4 TO 12
FEC -4
SPEC -4
N/A
N/A
ED -4
SPET-4
N/A N/A
I
HSE -4
HSEH-4
RKI-13.3
SPRF-2
CC _4L/R
CCD -4 R
RC -4
LSPRC-4
RFE-4
DIE -FORMED RIDGE
NSC -4 L/R
MSCH-4 L/R
MK. NO. DFR-4
REVISION
B ADDED CORNER. FLASHING SCHEDULE THG BW 1-9• J REVISED RIDGE FLASHING MARK NUMBERS TIIG M!M 5-07
SCHEDULE 6t OMITTED LSD -S. S9 h SS -1 THG JKC 8-93 2 REVISED FASTENER CHART$ LW. M.Y1:. 8 -BB
SCALE:
DRAWN BY:
CHECKED BY:
DESIGN APF'O. BY:
• INCLUDES GUTTER ENDCAP GE -I L/R
CORNER
FLASHING
GUTTER
•
GUTTER
CLIPS
EAVE HEIGHT
LONGSPAN
ARCHITECTURAL
GUTTER
STRAPS
1 PIECE FCR -9.10
1 PIECE FCRA2-9.10
BUILDING
STANDARD
GUTTER
FLANGE BACK
CUTTER
WITHOUT THERMAL
SPACER (PMT B)
1 PIECE FCRA2-13.10
WITH THERMAL SPACER
(PART 8)
I PIECE FCR -15.10
WITHOUT THERMAL
SPACER
WITH THERMAL
SPACER
2 PIECES FCRA2-9.1
SLOPE
20 -Ir
2 PIECES FCR -10.1
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
WALL PANELS
WALL PANELS
WAIL PANELS
WALL PANELS
WALL PANELS
2 PIECES FCR -12.1
2 PIECES FCRA2-12.1
(PMT A) WALL PANELS (PMT A)
26'-0'
2 PIECES FCR -13.1
2 PIECES FCRA2-13.1
LONGSPAN AND
SHADOW PANEL
2 PIECES FCR -14.1
LONGSPAN AND LONGSPAN AND SHADOW PANEL
SHADOW PANEL
LONGSPAN AND
SHADOW PANEL
LONGSPAN AND
SHADOW PANEL
LONGSPANAND
SHADOW PANEL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
ARCHITECTURAL
1/4 TO 12
GTI
GTI
BG -1
SPFBG-1
GC -81
SPGC-81
GC -A
OC -01
GC -81
GC -A
GS -1
SPGS-1
GST -I
CS7-1
GST -1
1/2 TO 12
GTI
GTI
BC -1
SPFBG-1
GC -BI
SPCC -B1
GC -A
GC -BI
GC -Bt
CC -A
GS -1
SPGS-I
GST -1
cg
1 TO 12
GTI
CTI
8G-1
SPF8C-1
CC -BI
SPDC -BI
GC -A
GC -BI
GC -B/
CC -A
G$-1
SPGS-I
GST=1
GST -1
GS -4
OST -4
GST -4
-
4 TO 12
GTI
GTI
BG -4
SPFBG-4
CC -84
SPCC -84
CC -A
GC -84
GC -84
CC -A
SPGS-4
1/4 TO 12
CTI
GTI
BC -1
SPFBG-1
GC -DI
GC -BI
GC -A
CC -BI
GC -BI
GC -A
GSI -1
CST -1
GST -1
GST -1
r
1/2 TO 12
CTI
CTI
BG -1
SPFBG-1
CC -81
CC -BI
GC_A
CC -81
-- -GC-Bt
GCGC=A _
GS7-1
- CST -1
CST -1
OST -1
1
x
1 TO 12
GTI
GTI
BG -1
SPFBG-I
GC -01
GC -91
-
. GC -A
CC -81
GC -89
GC -A
GST -1
CST -1
G51-1
GST -1
X8
4 TO 12
GTI
GTI
BG-•
SPFBG-4
GC -84
CC -04
! GC -A
GC -84
CC -04
GC -A
CST -4
GST -4
GST74
GST -4
TO 12
GTI
GTI
BG -1
SPFBG-1
GC -BI
SPGC-B1
GC -A
N/A
N/A
N/A
GS -1
SPGS-t
N/A
N/A
2 TO 12
GTI
CTIBG-1
SPFBG-1
GC -Bt
SPGC-B1
GC -A
N/A
N/A
H/A
CS -1
SPGS-1
N/A
N/A
�.TO
!1/4
IZ
GTI
GTI
BG -I
SPFBG-1
GC -81
SPDC -81
GC -A
N/A
N/A
N/A
GS -1
SPC$ -1
NIA
N/A
N/A
N/A
GS -4
SPGS-a
N/A
N/A
TO 12
G71
ql
BC -4
SPiBG-•
GC -B4
SPCC -84
CC -A
N/A
REVISION
B ADDED CORNER. FLASHING SCHEDULE THG BW 1-9• J REVISED RIDGE FLASHING MARK NUMBERS TIIG M!M 5-07
SCHEDULE 6t OMITTED LSD -S. S9 h SS -1 THG JKC 8-93 2 REVISED FASTENER CHART$ LW. M.Y1:. 8 -BB
SCALE:
DRAWN BY:
CHECKED BY:
DESIGN APF'O. BY:
• INCLUDES GUTTER ENDCAP GE -I L/R
DATE
FLASHING, GUTTER, GUTTER CLIPS
AND GUTTER STRAPS SCHEDULE
[UF AULA - ALADAMA
DRAWING "C
NUMBER . FD -4 REv 1
CORNER
FLASHING
•
WALL PANELS
EAVE HEIGHT
LONGSPAN
ARCHITECTURAL
MULTI -RIB
1 PIECE FCR -9.10
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'
1 PIECE FCR -13.10
1 PIECE FCRA2-13.10
1 PIECE FCRMR-13.10
16-0'
I 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
20 -Ir
2 PIECES FCR -10.1
2 PIECES FCRA2-10.1
2 PIECES FCRMR-10.1
22-O'
2 PIECES FCR -11.1
2 PIECES FCRA2-11.1
2 PIECES FCRMR-11.1
24'-O•
2 PIECES FCR -12.1
2 PIECES FCRA2-12.1
2 PIECES FCRMR-12.1
26'-0'
2 PIECES FCR -13.1
2 PIECES FCRA2-13.1
2 PIECES FCRMR-13.1
28'-0'
2 PIECES FCR -14.1
2 PIECES FCRA2-14.1
2 PIECES FCRMR-14 1
30-0'
I PIECES FCR -15.1
2 PIECES FCRA2-15.1
2 PIECES FCRMR-15.1
DATE
FLASHING, GUTTER, GUTTER CLIPS
AND GUTTER STRAPS SCHEDULE
[UF AULA - ALADAMA
DRAWING "C
NUMBER . FD -4 REv 1
STANDING SEAM II ROOF
PANEL FASTENERS
DESCRIPTION
I z x 1 1 'r
EV OAav:c CARSON STEEL Him HEAD
-fflTl- ►ASTEHEA WITHOUT ■IASNEA
WARN No. olul 1/4 SONI
APPI ICATION
PANE. CuPf SSC -I MIO SSC -3.
CORRUGATION SUPPORT CLI. CLE
ANLki. WS1AL MSIR LLUMM9. METAL
0101S10E CLOSURE AT FOGA[
AND OTHER SINBM
NON -EXPOSED CONDITIONS.
. DESCRIPTION
• an
x 3/r
V TAPPING CARBON STEEL NETS HERO
FASTENER ARNOUT WASHOR
NAmN NO. +1413/1 IDN
APPLICATION
V• PUT • //rMCE • CLEARNOLA REOLXREDI
OUTSIDE QASIRIE AT "CL
ANO OMR SMARM
101711 -EXPOSER CONDITIONS.
BESCRIPOnam
IISx1TH'
REURRI SO/ ORxLNC NEI( HEAD
FASICHER WITH WASHER
MARK NO put 1/4 SORT
APPLICAIlWPI 1Ce
EArc. PANEL DOLAPS, AUXAJART FML[
RA&wc. ANTTDI STRAP. Curtin CUP Am
A
DIPGKO DEET TO SUKKI RA1
canNccrlONe. .
ALIm wm-& c ALLOY -COATED AAO
ALL PRE-FWrSMO Roots.
DESCRIPTION
11 TO 1 1/4,
tAMOARD SELF aaLM NO WASHER HEAD
FASTENER JOIN WASHES
MAU NO. §11x1 1/4 SONWI
AFPLICATk*
WL PNpO DAPS. AUXILIARY AMC
Mt1IHNC. A.'= : ALF. CURER CLP AND
EXPOSED SHEET t0 STRUCTURAL
ALubwaRA-ZNc AuaT-coAma moors ONLY.
ALIRMY-zNC ALLOT -COATER ROOFS ONLY
NOR:
SEE mrictUANEoUi rATttaim coUANN res PANEL CUP r ftlmm.
ALL HEAD I= %HALL REKIIINK A S/If' HES SOCXET UNUSS NOTED.
LOC—SEAM ROOF
PANEL FASTENERS
112 ix 11 1/4'
V 'PC CAmew SIM Na HEAD
WIN ■DTOIA WASHER
NARK "a pill 1/4 ow
JUM
CAVC Mft GNU ARMS
AND OMA S11NLM
NOII •DI'OSEO cONC(110NAs.
I
DESCRIPTION
/11111/r
im[1�IM Z ORlli10 IIEx HEAD
FA-MOICIR MIN WASEA
NAW N. J1771 1/4 tDmF
APPLICATION
PANEL aaAPI. AUMUARr
Rw-E t1Asw a NO RODE
CLOSURE M W.
AL1ANSM-OHIO AL OW-40GAITO NO
ALL PIIS-rbss"o Room
DESCRIPTION
7TANOAAD IS V OmRLM NIDI MftA WAD
FFA TL p
ER WON
HEM
cWAStBNBT
APRJCAMM
PANEL ENOLAPS. AUXEIARI
RAN[ FLASHING ANO ROCS
CLOSUIr M W.
KIRMA►-bNC AUw-COR= ROM ONLY.
DESCRIPTION
Wx T/r
NIRI SELF ONNAW No NEJIO
FASNMI SASHES
MIMNNo, 81"I/S etlr
APPLICATION
SWIG BOOK am" SEL. RAKE NASNNmQ,
RTDCE FLASHaHWNHOG. NION M EMI. Boor to
WALL RAS. N= SEL COvO1 fLA*",O.
cum Cly. "M STRAP AVO OUrILA QIP
to Amu Q1 POIN[C001L
MJNINUM-111TC ALLOT-40Mi Arlo
ALL PRE-F..sgm BODE.
11• x 1/r
tmon ScUr OIIRLRIO HOI WAbEA HERO
FASTENER TRIM .AfAES
NAPM To. p"'T/B tDNmII
� towc 11000 am" UL an F ASMNr.
MCK FLASOWIC. HICHI DDE ErrL moor TO
vw1 AAsH.NO. COC[ zcc coves AAi/rHC.
CUM or. DUftER STRAP MIO CU11'" QP
To "am CUP COI NEc-1IM.
NtRMRH-&4 A"N-WATID Sam alT
Noh 1�C�LA1�
ACL IEAO pm ft.LLOUS F� AA ver NMAIN va sociccica w"n No
LONGSPAN ROOF
PANEL FASTENERS
mcwm
im 9ORL.10
raw" WIT WAOIE11 IEA HEAD
bow No. put 1,1/• talc
APPLICATION
UK Alp PURLST Al0 01[-FOR1Am
ROP,[ CONNECTIONS AMO EXPOSED CR
Tr Elwr:mem r�llrtrrNwR
MARWIM-UMC MLO-COATO MO
ALL PIPE-Fl•SHED RODS.
nrgcglpTlo r/
f1ANOMI01iRl ONIMC HI[X TRASHEm HERO
FASTENER ATN WA"
NARK N0. /11111 1/4 SOH•N
APPt ICATbN
(AK MO /1IRLR4 MIO OK-romNATED
ROW[ CONEC110.AS AHO OPPOSED SHEET
TO STRIICIUAAL CONINECiiOHs.
AAJAAVNAA-ZINC A LM -COATED ROOFS a4T.
DESCRIPTIor
1A X 3/A'
SEF UPPBKI "a HEAD
FASTEMR MTN
MAIM NO. 11•1 • Vor
AQPIC LyC
I1/r• PIAT m F/r• CLLAIUNCE HE neon Ea)
•ANEL So" GAIECIl". AALSNNO
to PwEL COIoQt10NS MO OTHER DO go
94W to SHEET CCNECTIONL
A►LRMRN-ZINC AuaT-COATED NO
ALL PRE-11/f11O Roars.
mCEleT"
/• ■ 3/r
AN40A110 SELF TAPPING "DO RANIOI MAO
nflDlmWASHER
NTARN N0. T
x3/• PNW
APPLICATION 1
(•KOT B 1/ru CLIMANCE HOW REOUPED)
MEL SOCIAP COINECIIONe. FLASH"
TO PARE. CONNECTIONS AHO OMR O<POfED
tEQ to DEET`CO_NNErnONS.
ALIAAI•RN-DNC RAA/ -COATED moors MLT.
1
N01L
ALL HERO SEES SHALL NEOMRE A $.'Ir NCA SOCWQ UNLESS NOTED•
LONGSPAN AND ARCHITECTURAL
WALL PANEL FASTENERS
aEsc�,� aodl/r
iIV B l'AtJf10 C�BOI "M 111 NEA
FASTI MIT," 1110110411111
ft1/IM
App"Unom
CV$ AT MO" Rolle,
1�
IIIS
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raft"" am anwm
MAIM WO. 17x1 1/1 OWN
Mit MOLL, an Ale Ow STRIR
eImIICIUM CONNECCTION&
pacnipnoN
0 31IF APPNO COLOR IL4tC11/1a ►EX MAO
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t�io1/rROUM)
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s.0 bCONNECTIONS. meOTHERmew
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ALL NEAR Ban evil tl[Oant A spr IEx SOCKET ImBLSB NBTEO.
SHADOW PANEL
WALL PANEL FASTENERS
Ira DESCIIO"M
12 I 11; O
DRILLING CARBON STELL HIM HEAD
fAinnEm MIHOUT WAWA
NARK 00. /17x1 1/11 Saw
AlP11CAiMIt1
SIIELI 1,0 PAM. CLIPS Aro
PALE. CUP's; to ARTS.
BESCRIPTON
mi 4 IT r
V TAPPING CARBON WED. NOT HEAD
FASTENER WITHOUT WASHER
WARN NO. 11•x3/4 SRN
APPLICATION
1/r• PILOT • 1/r• aMN
UC9 NOPE arowEO)
to SHEET IllCTIONS.
EM airsmE310!!
Ent I1RLL0W CIOWAR HEX HEAD
DER vmnw SASMA
NO. 112KI sole
APP I ATION
SHEET TO SIRUCTUPAL COIITECTIOIIL
POR use 111134 NRR MANR ONLY)
ETES ITIfy P_TION
. IkV IMEH000 NIT BLANK
IW1N N0. Im11giR
amucmu
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MISCELLANEOUS
FASTENERS
OESCRIPTION
113 x 1 VIC
ELF ORLLM CAROM STEEL NO TRASHIER HEAD
SHOULDER 1Ai1DND1
WARN NO. pul Ip BTR
APPLICATION
PANEL CLP$ Ssa-1. SHC-3.
LSEC-T MO LSC -3 ARACNEAIS.
DESCRIPno
U3 x 1 1/4r TEN•
LF DRILLING CARSON 511006 "a WASHER "EPO
SHIOLADER FASicHEm
WARN No. pial 1/4 SOCFT3
APPLICATION
PANEL CLAPS LKC-1 ATO LSEC-z
ATTACHMM 10 00 JOISTS,
DESCRIPTION
IIIS x 1 1/r TDI•
iay DROLL" CARBON STEEL I= HEAD
FASTENER WITHOUT WASHER
YARN N0. Heal 1/4 SONAR•
APPLCATION
(tTEQ neownsn Cm ne Tom It V
MHD UP TO ANO INCLUDING 1!r)
PANEL CUPS SSPC-1 ANO UK -1
ATTACHMENTS TO W JOISTS AAO SHADOW
PAIL CVS 10 COIJRN FIANCES,
QmEC�N
1E3F loCARBON BTEa HEX HEAD,
FASTENER WIT11D1R WASHER
MARK NO. /17x1 1/2 fOHIRf
APPLICATION
uT Senn CM= TT"M 1/r
10 me INCLUDING 11r)
PANEL Dye UPC -1 AND Sac -7
ATTACHMENTS TO SAA JOISTS MO LN0o11
PANEL MPS TO COI -IM FINUM
DESCRIPTION
TIIO X 1 1/>*
lELF TAPPING CARBON SRQ HEX NIAU
IASTDHEm WITH W►SNER
UAW N0. foal 1/3 give
APPLICATION
►w1XS TO vGOO STIOUACIIARE.
(1/r WA HEAR SGCN[T ACO:AMID;
DESCRIPTICH
&,1F SLANG W47
MARS NO. 1/8 NvIT
FLASHING WS AND r' -ASH W4
To PAHIa CorNECWHI
CESCPIrTH)"
3/111' D►wETu MAcT MnH "SHIA
NN1K Mo. SRV -1
SOMAa1T.TO SNTLW SLEW
Co.w4cf pl M9 LONC!M:H ANO wilinCftRAL
WALL PANEL To sCnAHT MAO S:Or.lavT
10 S majoa SC MAP COIAKC:IC+:S
(SPECIAL "MPECJI REtrwlED)
_OrScRteTION
/NO : 1/f
TEV TAPPI4 r/V1BOH STEEL. 1Na HEAD
rAST[NER WITMPJT WASHER
MORS NO. #IJx1A1 SW
APPLICATION
TRNDOW JAW@ MULrT'rt
r
nESCRIPnON
TO 1/r
im
t1•
Atwit" SELF OF&AM "a MAO
FASICH" IRM WASTER
y
L"M NC. /1400 am
T
RPLIGLTION
MBO
AC FL%S HINC.
mow PLASHING. AM
RTCGE FLAeWIIC W. vertu CLAP
t0 CUTTER CLP oartCTTON ALTO UK=
Ice.
LICHT am" to LIGHT CADGE CONNECTIONS.
3-
ALLAMLA1-:HNC ALLOW -COATED AND
LW.
AY
ALL JM-ANTSaED Boom
7-N
7-p
/ nON
fm
!1,4400.10 SELF DRILLING HEx 11Af1EA MAO
IOASVAR
Co
•
TAC.PLIGAIIGN
iAAtswlee sown,
w I
MIDGE FLASHING. NLMIE FLAfH14C.
■OCE #%A&" W. AMTS CLIP
•
t0 AR1EA CLP CONN PNM AND EXPOScO
L.Va GAGE Io LIGHT CAUCE Ca.KCTTonf.
ALIRMY-zNC ALLOT -COATER ROOFS ONLY
NOR:
SEE mrictUANEoUi rATttaim coUANN res PANEL CUP r ftlmm.
ALL HEAD I= %HALL REKIIINK A S/If' HES SOCXET UNUSS NOTED.
LOC—SEAM ROOF
PANEL FASTENERS
112 ix 11 1/4'
V 'PC CAmew SIM Na HEAD
WIN ■DTOIA WASHER
NARK "a pill 1/4 ow
JUM
CAVC Mft GNU ARMS
AND OMA S11NLM
NOII •DI'OSEO cONC(110NAs.
I
DESCRIPTION
/11111/r
im[1�IM Z ORlli10 IIEx HEAD
FA-MOICIR MIN WASEA
NAW N. J1771 1/4 tDmF
APPLICATION
PANEL aaAPI. AUMUARr
Rw-E t1Asw a NO RODE
CLOSURE M W.
AL1ANSM-OHIO AL OW-40GAITO NO
ALL PIIS-rbss"o Room
DESCRIPTION
7TANOAAD IS V OmRLM NIDI MftA WAD
FFA TL p
ER WON
HEM
cWAStBNBT
APRJCAMM
PANEL ENOLAPS. AUXEIARI
RAN[ FLASHING ANO ROCS
CLOSUIr M W.
KIRMA►-bNC AUw-COR= ROM ONLY.
DESCRIPTION
Wx T/r
NIRI SELF ONNAW No NEJIO
FASNMI SASHES
MIMNNo, 81"I/S etlr
APPLICATION
SWIG BOOK am" SEL. RAKE NASNNmQ,
RTDCE FLASHaHWNHOG. NION M EMI. Boor to
WALL RAS. N= SEL COvO1 fLA*",O.
cum Cly. "M STRAP AVO OUrILA QIP
to Amu Q1 POIN[C001L
MJNINUM-111TC ALLOT-40Mi Arlo
ALL PRE-F..sgm BODE.
11• x 1/r
tmon ScUr OIIRLRIO HOI WAbEA HERO
FASTENER TRIM .AfAES
NAPM To. p"'T/B tDNmII
� towc 11000 am" UL an F ASMNr.
MCK FLASOWIC. HICHI DDE ErrL moor TO
vw1 AAsH.NO. COC[ zcc coves AAi/rHC.
CUM or. DUftER STRAP MIO CU11'" QP
To "am CUP COI NEc-1IM.
NtRMRH-&4 A"N-WATID Sam alT
Noh 1�C�LA1�
ACL IEAO pm ft.LLOUS F� AA ver NMAIN va sociccica w"n No
LONGSPAN ROOF
PANEL FASTENERS
mcwm
im 9ORL.10
raw" WIT WAOIE11 IEA HEAD
bow No. put 1,1/• talc
APPLICATION
UK Alp PURLST Al0 01[-FOR1Am
ROP,[ CONNECTIONS AMO EXPOSED CR
Tr Elwr:mem r�llrtrrNwR
MARWIM-UMC MLO-COATO MO
ALL PIPE-Fl•SHED RODS.
nrgcglpTlo r/
f1ANOMI01iRl ONIMC HI[X TRASHEm HERO
FASTENER ATN WA"
NARK N0. /11111 1/4 SOH•N
APPt ICATbN
(AK MO /1IRLR4 MIO OK-romNATED
ROW[ CONEC110.AS AHO OPPOSED SHEET
TO STRIICIUAAL CONINECiiOHs.
AAJAAVNAA-ZINC A LM -COATED ROOFS a4T.
DESCRIPTIor
1A X 3/A'
SEF UPPBKI "a HEAD
FASTEMR MTN
MAIM NO. 11•1 • Vor
AQPIC LyC
I1/r• PIAT m F/r• CLLAIUNCE HE neon Ea)
•ANEL So" GAIECIl". AALSNNO
to PwEL COIoQt10NS MO OTHER DO go
94W to SHEET CCNECTIONL
A►LRMRN-ZINC AuaT-COATED NO
ALL PRE-11/f11O Roars.
mCEleT"
/• ■ 3/r
AN40A110 SELF TAPPING "DO RANIOI MAO
nflDlmWASHER
NTARN N0. T
x3/• PNW
APPLICATION 1
(•KOT B 1/ru CLIMANCE HOW REOUPED)
MEL SOCIAP COINECIIONe. FLASH"
TO PARE. CONNECTIONS AHO OMR O<POfED
tEQ to DEET`CO_NNErnONS.
ALIAAI•RN-DNC RAA/ -COATED moors MLT.
1
N01L
ALL HERO SEES SHALL NEOMRE A $.'Ir NCA SOCWQ UNLESS NOTED•
LONGSPAN AND ARCHITECTURAL
WALL PANEL FASTENERS
aEsc�,� aodl/r
iIV B l'AtJf10 C�BOI "M 111 NEA
FASTI MIT," 1110110411111
ft1/IM
App"Unom
CV$ AT MO" Rolle,
1�
IIIS
!EV 01■Ii1L0 COLOR 1MTOWHO NOI HERO
raft"" am anwm
MAIM WO. 17x1 1/1 OWN
Mit MOLL, an Ale Ow STRIR
eImIICIUM CONNECCTION&
pacnipnoN
0 31IF APPNO COLOR IL4tC11/1a ►EX MAO
F�Sttw of" OxiM �ILyE�1
IWtlt TER. #140/3 TI111Lti
t�io1/rROUM)
Fon���
s.0 bCONNECTIONS. meOTHERmew
ACHE:
ALL NEAR Ban evil tl[Oant A spr IEx SOCKET ImBLSB NBTEO.
SHADOW PANEL
WALL PANEL FASTENERS
Ira DESCIIO"M
12 I 11; O
DRILLING CARBON STELL HIM HEAD
fAinnEm MIHOUT WAWA
NARK 00. /17x1 1/11 Saw
AlP11CAiMIt1
SIIELI 1,0 PAM. CLIPS Aro
PALE. CUP's; to ARTS.
BESCRIPTON
mi 4 IT r
V TAPPING CARBON WED. NOT HEAD
FASTENER WITHOUT WASHER
WARN NO. 11•x3/4 SRN
APPLICATION
1/r• PILOT • 1/r• aMN
UC9 NOPE arowEO)
to SHEET IllCTIONS.
EM airsmE310!!
Ent I1RLL0W CIOWAR HEX HEAD
DER vmnw SASMA
NO. 112KI sole
APP I ATION
SHEET TO SIRUCTUPAL COIITECTIOIIL
POR use 111134 NRR MANR ONLY)
ETES ITIfy P_TION
. IkV IMEH000 NIT BLANK
IW1N N0. Im11giR
amucmu
USWIIKIC7t� p7x >�fl eHNQT TO
MISCELLANEOUS
FASTENERS
OESCRIPTION
113 x 1 VIC
ELF ORLLM CAROM STEEL NO TRASHIER HEAD
SHOULDER 1Ai1DND1
WARN NO. pul Ip BTR
APPLICATION
PANEL CLP$ Ssa-1. SHC-3.
LSEC-T MO LSC -3 ARACNEAIS.
DESCRIPno
U3 x 1 1/4r TEN•
LF DRILLING CARSON 511006 "a WASHER "EPO
SHIOLADER FASicHEm
WARN No. pial 1/4 SOCFT3
APPLICATION
PANEL CLAPS LKC-1 ATO LSEC-z
ATTACHMM 10 00 JOISTS,
DESCRIPTION
IIIS x 1 1/r TDI•
iay DROLL" CARBON STEEL I= HEAD
FASTENER WITHOUT WASHER
YARN N0. Heal 1/4 SONAR•
APPLCATION
(tTEQ neownsn Cm ne Tom It V
MHD UP TO ANO INCLUDING 1!r)
PANEL CUPS SSPC-1 ANO UK -1
ATTACHMENTS TO W JOISTS AAO SHADOW
PAIL CVS 10 COIJRN FIANCES,
QmEC�N
1E3F loCARBON BTEa HEX HEAD,
FASTENER WIT11D1R WASHER
MARK NO. /17x1 1/2 fOHIRf
APPLICATION
uT Senn CM= TT"M 1/r
10 me INCLUDING 11r)
PANEL Dye UPC -1 AND Sac -7
ATTACHMENTS TO SAA JOISTS MO LN0o11
PANEL MPS TO COI -IM FINUM
DESCRIPTION
TIIO X 1 1/>*
lELF TAPPING CARBON SRQ HEX NIAU
IASTDHEm WITH W►SNER
UAW N0. foal 1/3 give
APPLICATION
►w1XS TO vGOO STIOUACIIARE.
(1/r WA HEAR SGCN[T ACO:AMID;
DESCRIPTICH
&,1F SLANG W47
MARS NO. 1/8 NvIT
FLASHING WS AND r' -ASH W4
To PAHIa CorNECWHI
CESCPIrTH)"
3/111' D►wETu MAcT MnH "SHIA
NN1K Mo. SRV -1
SOMAa1T.TO SNTLW SLEW
Co.w4cf pl M9 LONC!M:H ANO wilinCftRAL
WALL PANEL To sCnAHT MAO S:Or.lavT
10 S majoa SC MAP COIAKC:IC+:S
(SPECIAL "MPECJI REtrwlED)
_OrScRteTION
/NO : 1/f
TEV TAPPI4 r/V1BOH STEEL. 1Na HEAD
rAST[NER WITMPJT WASHER
MORS NO. #IJx1A1 SW
APPLICATION
TRNDOW JAW@ MULrT'rt
r
NBA; NCIE.
y
ALL MAD SdS blot Koum A spr NOK 100V MAU mom. ALL HEAD 9195 SIOLL 111101109 A VIC :ION SDCPET tx"Sf NOIE6.
C.C.
tom.
MBO
DAT9
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Ice.
T.O.N.
3-
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LW.
AY
J.B.
rw.
7-N
7-p
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