HomeMy WebLinkAbout0027 BODICK ROAD - PLANS (4) 1
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FINISHED 2` 2" FINISHED FLOOR GUIDE ANGLES
2, 2" FLOOR (NOT BY A.B.C.) " 1 " FINISHED FLOOR
1" 1. GENERAL FOUNDATION NOTES
"
� 1
l
:' a 1 • T,: AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILITY' R I
7"o.-
2 D S O LABILITY
1' o.. il --- -_, ; �•�.,�.r ' �` I : FOR FOUNDATION, FLOOR OR SLAB DESIGN,OR CONSTRUCTION,
2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE
p . SPECIFIC SOIL CONDITIONS PRESENT AT ACTUAL JOBSITE.
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS
+z�ANCHOR BOWS e' _¢ANCHOR BOLTSOUT OF THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RECONCRETE SIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS
(BEYOND) LOADING CONDITIONS.THESE REACTIONS REPRESENT THE MAXIMUM DESIGN
LOADS TO BE RESISTED BY THE FOUNDATIONS.
4. REINFORCING BARS,WIRE MESH,ANCHOR BOLT SHEAR ANGLES, TIE RODS
ALTERNATE SLIDING DOOR GUIDE AND/OR HAIRPINS(HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED-INTO-,
SECTION ''B B" SECTION "C C" SECTION "D D' THE FOUNDATION DESIGN.COLUMN BASE HORIZONTAL THRUST ACTING IN CON-
JUCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIR
PINS,TIE RODS,BUTTRESSES OR COMBINATIONS OF THESE OR OTHER DEPEND-
ABLE MEANS.
5. FOOTING SHOULD EXTEND A MINIMUM OF 6" INTO NATURAL SOIL,OR WHEREFILI IS"USED, THE FILL MUST BE PROPERLY COMPACTED AND THE_FOOTING
}�ANCHOR BOLTS x0-6. „ 0 -SHALL EXTEND TO NATURAL GRADE IN ALL CASES THE F'O TING SHALL EXTEND AT LEAST 6"BELOW THE LOCAL FROSTLINE.
1;f ANCHOR BOLTS x O'-6" „ „ i 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED iN FOUNDATION
BASE ANGLE FASTENERS (NOT WALLS AND SLABS MIDWAY BETWEEN COLUMNS.(NEVER AT COLUMNS)•
BY A.B.C.) (MINIMUM'~"f7 THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL, AND•
'BASE ANGLECONCRETE ANCHOR BOLT5-0� SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE _ieO.C. MAXIMUM SPACING OREQUAL BY OTHERS) — —- - - - ON DIMENSIONS-WITHIN THE'GROUP SPACING FOR AN INDIVIDUAL COLUMN.
1 i, .qa ...a2 i ALL OTHER DIMENSIONS SHALL BE WITHIN t'B INCH.
.-., .. • -
" ' �. - —' _ - 11 - , 1 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE
:I i i i BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
'i .. 2
e STRENGTH OF 3000 P,S.I.AT 28 DAYS.
r - EXPLICITY NOTED OTHERWISE ALL EMBEDDED STRUCTURAL STEEL
r .... =•, , , ,.a - ,. _. _ i. 9. UNLESS ,IN R`BOLTS OTHER MATERIALS,AN LABOR HA(INCLUDING ANCHOR ) E LS D L 80 SHALL BE SUP-
. ., ,., .... >.. _, •+ _. ,,,;:.::
,,,: � ... � � ... .. ... .., ,, ,, •. :. :f:'. �'`'�` iR PLIED BY THE FOUNDATION CONTRACTOR,.
k'
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PRO-
JECTION FROM CONCRETE,DIAMETER,AND QUANTITY.
rl•' • 2" NOMINALDOOR WIDTH 2" 4%2 4'-O" 4!-2" 11..BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH.EMBEDMENT IN
t DOOR WIDTH+4" 12'-4" TO THE CONCRETE FOR THE BOND STRENGTH(WITH OR WITHOUT HOOK)TO
DEVELOP
BOLT,AND N LEAST
NO CASE/SHOF THE ALL THE LENGTH
BE LEBLE SSETHAN CAPACITY
0T TIMES THE
HE
BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT STANDARD SLIDING DOOR LAYOUT NOMINAL DIAMETER OF THE BOLT UNLESS OTHERWISE NOTED.
12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM
i
A,B.C. DESIGN ASSUMPTIONS BASED ON ALLOWABLE STRESSES .GIVEN IN
•THE MANUAL OF STEEL CONSTRUCTION, 8th EDITION, A.I.S.C. 1980,SEC-
p v ITION 1.5.
:
-
,
2 I
j. .. ... ti ..to ... ,•r .,.. v. :.i:. ,.> .. ... ,r : .. .. : ,. .:' .:,
2., .�> ,( Ma � ..: . , ,x , ,: .' .. a a ♦::' S . .. 1 r I } F -'�.� , i tf.,
DIAMETER LENGTH PROJECTION
x r 34 1 -3" 2"
I O z 2"
1, 1,-9, 2-
2'I O J 1 s 2'-0. 2},
�. 2-0" 2}. ,
n
R
4 MIN.
`TENSION PLATE
(AS REQD,) '
SCHEDULE OF MINIMUM' RECOMMENDED
RECOMMENDED ANCHOR BOLT DETAIL ALTERNATE ANCHOR BOLT DETAIL ANCHOR BOLT LENGTH
SCALE DATE
DRAWN BY: GENERAL FOUNDATION NOTES
EUFAUTA �_J,i T AlA6AMl r
2 CORRECTION IN NOTES MMc 10- CHECKED BY: AND U _
F 1 MARK NO. REVISION ONLY
IKE M.MC5-83 DESIG14APP•D,BY: 4-83 GENERAL CONCRETE DETAILS DRAwIN�• REV"°'
..-_ .. N
FN 1 2
UMBER
NO. PREVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE 1-
z a
5
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II rt1,
}
8�
r 2�X 14 A-307 BOLTS k s'
PURLIN OR BY PASS GIRT W/2-SAE WASHER PER
i. BOLT
IOX 1A 1-6 rL 1-6 A-307 BOLT I
1/2 - SAE WASHER :mX i� A307
( . (TYP.U.N.) BOLTS W/2-SA i-6 PURLIN OR GIRT
WASHER PER
i BOLT (U.N. 1 BASE TRfM FASTENER
a
<. I (BY OTHERS)
1/4" 0 CONCRETE ANCHOR (MIN.) f;5'0 O.C: (MAX.)
y '
At --RIG10 FRAME RAFTER — — PURLINPRE-FORMED
. OR DIRT 18 GA.
1 , x_=$X I' A-307 BOLTS BASE TRIM Z AI
2� X 14 A325 BOLT
WITH WASHER z�X 1, 'A32S BOLT 2t�X 14 A30J W/2-SAE WASHERS PER ROOF BEAR
WITH DASHER (U.N.) BOLT, OR COLUMN
BOLTS W/2-SAE
WASHER PER BOLT
x 9 1/2' PURLINS AND GIRTS USE
FRAME BRACE
RAFTER OR COILUMN A-325 BOLTS WITHOUT WASHERS '
1 SECTION THRU FRAME 2 PURLIN AND GIRT CONNECTION 3' PURLIN AND GIRT CONNECTION 4
SECTION THRU BASE TRIM
01 3-9` LAP AT FRAME IL I NE o1 01
01 • AT FRAME BRACE
- 3-0 LAP h-T FRAME LINE
•
,
ximX 14 A307 3/4' �.•3�/4"
A32S BOLTS
f INSTALLATION, y y
BOLTS.W/2-SAE I I TURN Of THE NUT METHOD- A METHOD FOR PRE-TENSIONING HISM-STRENGTH BOLTS.
WASHERS PER B LT ! 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 ORWINARY .
'OX ,I j A307 - SPUD,WRENCH, THE AMOUNT OF ROTATION REQUIRED BEING A FUNCTION Of 1fHE BOLT
1-1 12 1-1 1 2 DIAMETER AND LENGYH.
BOLTS W/2-SAE
WASHERS PER BOLT (U.N.)
NUT. HEAD - PER SECTION S AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTNI A-325
OR A-490 BOLTS. RECOGNITION OF TORQUE CONTROL METHODS IS WITHDRAWN
E LARGE VARIABLES OF.TOROUE-TO-TENSION RELATIONSHIP lFOR SEEMINGLY
T� 3'3' A307 MACH I NE BOLT SIMILAR BOLTS AND CONDITIONS.
NOTES 1. A-32S HIGH TENSILE BOLTS WILL HAVE A DARKER
— �'/B 7/B� FINISH MERIC MAN A-307BUILDINGS
BOLTS. -
_, WILL NOT BUILDINGS COMPANY NOR ITS SUBSIDIARIES
r•---.� WILL NOT ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT
PURLIN DR GIRT PURLIN OR" GIRT LDEATIDN.
am MANUFACTURERS �• sPECLAL uRE MUST BE TAKEN TO INSURE CORRECT
BOLT WILL BE INSTALLED IN ITS PROPER LOCATION AS `
•. ZmX -1 4 A307 IDENTIFICATION ERECTION DRSHOWN ON AWINGS/OR ATTACHED SHEETS OR NOTED ON
SYMBOL 4. USE 1/2- DIA. OR 3/4' DIA. H.T. BOLTS W/ ONE
:.BOLTS W/2-SAE - O _ ( M.T. WASHER AT ALL CONNECTIONS HAVING SLOTTED - -
WASHERS PER BOLT PURLIN OIR GIRT
":.'" •. - S. ALL A-307 BOLTS REQUIRE THE USE OF TWO (2) SAL-1
NUT HEAD WASHERS PER BOLT.
RAFTER OR COLUMN 241X 11 A30
.'•; - BOLTS W/WASHERS RAFTER DR COLUMN A32S HIGH TENSILE BOLT ----__—d32�@-QII_U±ICRuLE--__.---1
- 9 .1/2- PIJRLINS'AND G'IRTS.USE 2-SAE WASHER PER BOLT (U.N.) [:_SIZE I REMARK TENSILC KVS I NUO ROTATION]
-A-325'°$OLTS 'WITHOUT-WASHERS (BLACK FINISH) i----- ----i--- Y-----
rSt- 1/2 X 2 I ASTM A 11/3 TURN
-325 HIGH TEASTM A-326 HIGH NSILE I LE 12.0 1d3 TURN
_ „ s I N ] - , _...I 3/2 % 2 1/4 ASTM A-325 HIGH TENSILE 28.0 L 3 TURN
• 5 PURL I-N AND GIRT CONNECTION ASTM A307 A32S BOLT IDENTIFICATION 3/4 x 2 3/4 I ASTM A-325 HIGH TENSILE I 28. I 1/3 TURN
PURLIN AND SiRT CONNECTION a1: L— ----- --L— --�
`• 01 D1 0-6 LAP AT FRAME LIME
3-1 1 LAP 'AT FRAME LINE a -
\ INSPECTION-
BOLTS t
TIGHTENED BY METHOD MAY HAVE THE OUTER
- ,....r FACE OF THE NUT MATCH MARKED WITH THE PROTRUDING BOLT POINT
BEFORE FINAL TIGHTENING,.THUS AFFORDING HE INSPECTOR
' -VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION.. SUCH MARKS
IX
II A-307 BOLT - OR
la 2 4 ` :: ` - CAN BE MADE
R THE
THE WRENCHHAVE
OPERATOR WITH UP SNUG
OF
!.� r„.. - �I/2 :SAE'.-WASHER(TYP� • - E BOLTS MAY GMT U I6
- -
• R7
- MIN AFTER HE B E BEEN BROUGHT �SNU T
i URL1N 'DR BY PASS --,• - THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT -
:(3'-D.LAP CONDITION) WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT S BEVEL WASHER
1^ THE WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY, NO -
"}'` -: > '- FURTHER INSPECTION 15 NECESSARY FOR BOLTS IN -BEARING-TYPE'.
CUT WASHER E CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING. '
m - 1 : IS NOT DEPENDENT UPON HIGH-TENSION-.' VISUAL EVIDENCE OF
HAS
,•z, : _ / WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE
ROD BRACE"
TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AND -
F., I `.,• - ,;.... : l - FALLING OFF ACCIDENTALLY.
f —' — -- ----- �- HEX,NUT
UES OF,COLUMN OR RAFTS
.
RIG)O FRAME RAFTER
A
WEB OF COLUMN OR RAFTER
1 BEVEL `WASHER t ,
..:1 � :. .. ROD :BRACE
2� X I4 A325 BOLT ABLE BRACE D1
t 1
WITH WASHER MUST BE 2�X I. A325'BOLT
X . , T
USED IN LIEU°OF A-307 WITH`WASHER E NU
BOLT FOR FRAME BRACE _ ' EYE BOLT
CONNECTION
•; ,-'CUT. WASHER
FRAME-BRACE SCALEr DATE
x 9 1/2' PURL INS AND GIRTS USE
A325 BOLTS WITHOUT WASHERS DRAWN BY Euf kuLw AiA$AHA
I. PURLfNS CONNECTION DETAILS
TR1l1
br
$ {{�N FRAME-
9 1 CHECKED BY-1CABLE BRACING _
SECT I O RU f RAME- p /� � AMERICAN BUILDING-
. ^ .. CABLE' BRACE '. '•' - ESIGN.APPD. BY DRAWING
D1 AT FRAME BRACE Dt NunsER r DI
1�~
A.-
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»ua,sau-xuxu"fcr!• 3•o'w.3 a1•i� ,•�.X � Tt d,yu - _
RIGID FRAME RAFTER RIDGE RAFTER---
RIGID FRAME COLUM - COLUMN LINE
COLUMN -
e is' 3' _ a
GIRT LINE
m
MIN. PROJECTION
SHOP WELDED BASE TRIIM SEE SCHEDULE (U.N.)
STIFFENER �• ( )�� X 2 A-325 BOLTS
1
ANCHOR BOLT ) i� X 2 A-325 BOLTS
HAUNCH CONNECTION e BASE . DETAIL AT EXTERIOR COLUMN D4 BOLTED RIDGE CONNECTION
,
r
EAVE STRUT
Z t.X I4 A325
BOLTS W/WASHER EAVE STRIUT EAVE STRUT
---------------
RAFTER t f+
!
EAVE. STRUT PLATE
t t RIDGE BRIDGINC4.CLIP
4 A325
i BOLTS PURLIN
• W/ONE WASHER
EAVE FRAME BRACE ; PURtL1N
X 2 A-325 BOLTS
EAVE FRAME BRACE
EAVE FRAMIE BRACE
ROOF FASTENERS _ -
2-o 12 H.H. SCREWS !
a EAVE FRAME BRACE DETAIL p4 SECTION THRU HAUNCH oa DETAIL AT RIDGE BRIDGING CLIP
AT EAVE FRAME BRACE
s _
- •, -
-
r
COLUMN
P — R
G RT _ P GIRT CLI (GC i )
f , 4 •
(GC-i )
61RT GIRT
,
•
y,
,
,
n
,
a
'REXTENSION AN GEA-1
L.
- GI T ANGLE (
X A307
- WASHERS PER
BOLTS W/2 SAE SHE. S E BOLT
c .
SCALE I DATE
7 " ' FRAME DETAILS
GI RT CONNECT]ON TO COLUMN DAAVN er - FT un�INes AUTA -�. ALAV*MA . .
D4 GC, LP2, LP4 (34 64 ) B [uF a
r LDINGS�
DRAWING _
sl6NEA1 D.eY D t
ev ND
G D4
. . CM
p _- :^ NtlMBER
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._='—��v,�-",-;W'u-„r'-�.,s r r-�, s _ _ ,..c v3`,.�..+s,4.usm:"'-�._,-,c,.•..-r,:..s�a�+e.s.,a*�"' �+R 4m !' ,.sr.aaw.sua.s��. .s'a'sS, r.�.,�....,..:.,...sr;3,r<�.. �-�.sr;b, 1 ..
— n
' (2)44)X 2 A325 BOLT
zm x 14 A325 BOLTS -
8' EAVE WITH WASHER ,
STRUT (2) z 41X 2 A325 BOLTS �► i -
:•:
C2)4mX2:A 325 BOLTS fi
---- ---
I — --------
o
/—Wf3 H_T_ WASHERS/BOLT
_ /1
x
1
- ---- -----
x --- i
s '
ENDWALL INTERIO
' fl
CORNER COLUn {
COLUMN (CHANNEL) NDWALL RAFTEft,
;a 1 EAVE RAFTER ENDWALL (SHOP SPLICE) (SINGLE.' CHANNEL'RAFTERY
RAFTER —: = F DLUMN CLIP
�..'
ts�wc�E uur«c� R�sroa ENDWALL RAFTER r (SHOP WELDED)
CORNER COLUMN 2 ENDWALL RAFTERs ENOWALL-'RAFTER ENDWALL INTERIOR COL MN
oil SPLICE [SETA I L q�z RIDGE DETAIL oar U 4
0�2 CONNECTION DETAIL CONNECTION' DETAIL
w r"
I
g
SIDEWALL =*X I: A-325 BOLTS 1_0
GIRT
GIRT CLIP ENDWALL INTERIOR COLUMN -
FB-I ORNER COLUMN
GIRT (SINGLE CHANNEL COLUMN) 5.
(FRAME BRACE) OUTSIDE OF i „�" ��
GC-lR CONCRETE k
ORNER ENDWALL RAFTER
Ii COLUMN (SINGLE CHANNEL RAFTER)
CORNER GIRT—
CLIP (CGC-1) 1,2-3/4-r l� ANCHORS -
—— ——— BOLTS
2$X 1� QmX 14 A307 BOLT I RT 3
FWITH WASHERS B ; z� X 2 A325 BOLTS (2 REVD)
A307 BOLLl
TS - I IRT EXTENSION l 2' PROJECTION (U.N.) EAVE STRUT s� I� A325 BOLTS IREQ'D)
WITH WASHERS ANGLE GEA-1 •
X
ENDWALL GIRT ' W/-H.T. WASHERS
5 s GIRT CONNECTION DETAIL a EAVE STRUT CONNECTION
CORNER GIRT CONNECTION CORNER COLUMN BASE DETAIL
o�z o�2 AT ENDWALL INTERIOR COLUMN D12 o�z TO CORNER COLUMN
i
-
> x
,
PURL IN
a
i
..}.,.. , .' ,. ,.,:
,
w '
SHOP WELDED PLATE WITH80L
ATENDWALL COLUMN LOCATION
,. z m X 1• A307 BOLT
-SAE A W A R T.,:...<., ,:.., ;• _. ,. .,.: .. .>v .,-, ,. .ENDWALL RAFTER I7H 2 S E SHE S/80L
� -,.,5 .,, ,.: :,..; , ., wr . ,-,,, • r SINGLE CHANNEL..RAFTER
All :t
!.,t , . ,,,' .
,- � �. � �. � 9 PURL IN CONNECTION DETAIL .
;• .. 1
AT ENDWAL RAFTER
5 AL AT
-
:_� `.
ENDWALL DETAILS
paAVN
r 97
Pr •A s rSfkGtE CHANNEL SECTIONS t uxa
DES16M ALrro,er A v..Np
MERlCAM
q`
- DRAWING NUMBER
bit
r 1!
GIRT OPTIONAL DOOR GIRT
I
012 SELF-DRILL
HEADER CLIP* WALL FASTENERS
WALL PANEL -— DOOR HEADER
*12 SELF-DRILL
WALL FASTENER KllAlIlr7'U
1'-O" O.C: SUB-JAMB
GIRT
INSIDE CLOSURE— JAMB CLIP NWDC 1OPTIONAL DOOR GIRT (USE ONLY AT OPTIONAL DOOR GIRT) JAMB JAMB CLIP=NWDC 1
DOOR HEAD FLASHINGHF-3 FOR 3070HF-4 FOR 4070 JAMB
HF-6 FOR 6070
WEATHERSTRIPPING
OR CAULK DOOR HEADER JAMB DETAIL AT OPTIONAL DOOR GIRT
NON-HANDED JAMB OPTIONAL DOOR GIRT--
SECTION THRU WALK DOOR HEADER
BASE CLIP L
3'-9"
�/NOTE: ASTERISK ( ) INDICATES PARTS SHIPPED CONCR£T'E FLOOR
1N DOOR FRAME ,PACKAGE 3`-4� GIRT OPENING DETAIL.
1
I
` DOOR FRAMING LAYOUT
(TYPICAL) MAJOR RIB(TYPICAL)
MAJOR RIB (TYPICAL)
-�
`. R
ANCHORS (BY OTHES)
. 3=3 a _
BASE CLIP
(RAM SET OR LAG BOLTS BY OTHERS)
- EDGE OF CONCRETE k -,
258" 25a" BASE CLIP DETAIL
. i _... t 3
78 78 ) 4 34
1° DOOR JAMB - DOOR JAMB 3 3,
3:5 4
SUB-JAMB #12 x 34 TYPE B SCREWS
#12x34"'TYPE B SCREWS
4112 SELF-IDRILL 1
WALL FASTENER SUB-JAMB
2'-0"O.C.
LIND RIVET 2-0 O.C. i
"N LONGSPAN PANEL ,a
n
r
JAMB FLASHING ADJF-1 _n
ARCHITECTURAL II PANEL r
I r
` - ...
BASE ANGLE END CAPS
MK" DBAC
DOOR OPENING IN ARCHITECTURAL II PANEL JAMB D�TAILS DOOR OPENING IN LONGSPAN WALL
SCALE' NONE DATE
DRAWN KCs-82 NON-HANDED WALK'DOOR EUPAuIA -` AIABAMA i
J.E.D. 6-82 I
s 2 GENERAL REVISION IKE M.MC.2-83 CHECKED BY ERI=CTION DETAILS REv.N0
1 - DESIGN APP'D.BY: DRAWING
HNO.1 REVISIONS MADE CK'D.DATE NO. REVISIONS MADE {
CK'D-DATE NO. REVISIONS MADE K'D.DATE NUMBER
. �. ,. �_.:s:.,.,�.`so.w:.'a<-� .::.:.®.:s.,"r.+:_a:._w ....._. , s.:..,:2.�,•. -• - .t,...... - _• .:.�.:'L:....�..u.. ......d..:-,.1..�...�.> :.�,.:..: ,:.,�....y...�.....�.....:....a.n.:...t.....a......., L. .....,. s-.�A
f
T _-
I I I
#12 x 34" TYPE B SCREWS �
JAMB CLIP
GIRT GIRT
I
DOOR HEADER
� I
I I 1
Q.
JAMB CLIP
DOOR HEADER ---------- DOOR JAMB
lit
JAMB CLIP
(� #12 FASTENER
TYPICAL)
i
b
SUB-JAMB y #12x34"TYPE B SCREWS
d
" DOOR JAMB
CORNER CONNECTION DETAIL SUB-JAMB
BASE CLIP
•
SUB-JAMB 4
DOOR JAM
SUB. .
DOOR JAMB. -
INTERMEDIATE DETAIL
`.�y #12x34•TYPE B SCREWS
G
DOOR JAMB SUB-JAMB
Op
BASE CLIP / r
7 o BASE CUP
ASSEMBLY DETAIL FOR NON-HANDED FRAME �y CONCRETE FASTENER(BY OTHERS)
NOTE: ASTERISK W INDICATES PARTS SHIPPED
IN DOOR FRAME PACKAGE I
BASE DETAIL t
-� • ' #12 x34'TYPE B SCREWS "
E SCALE: NOI'rr," DATE
_ DRAWN BY: A.M" 5-82 NON-HANDED WALK DOOR EUiAUu .y A�A6AMA
CN ECKED BY: J.E.D., s a2 ERECTION DETAILS. :.F' v REV.ND
.DESIGN AMD.BY:
Y 3 DRAWING .W D.-2 ' ..,: 0
". pro. REVISIONS - MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE _ - NUMBER _ ':
Y
6
GIRT OVERHEAD DOOR SCHEDULE FOR LRF RF& LSS BUILDINGS Dt EAVE STRUT
d �
_ _ -- — -- — -- — — JAMB SCHEDULE FOR ----
q DOOR HEADER SCHEDULE
e JAMB CLIP I
AT EAVE OR BELOW EAVE DOORS
DOOR DOOR JAMB DOOR DOOR HEADER d I ii a
N GIR7 h HEIGHT g' g WIDTH g" g m GIRT i — I d
ODJ8-9.4 ODJ9.5-9.4
8' 8 ODH8.8 ODH9 5 8 B i — — — GIRT d
10' ODJ8-11.4 ODJ9.5-11.4 10' ODHB-10 ODH9.5-10 ---- -- ------ -- '
q 12' ODJ8-13.4 ODJ9.5-13.4 12' ODH8-12 ODH9.5-12 DOOR HEADER
ji 91; DOOR GIRT 8"DOOR GIRT 14' ODJB-154 ODJ9.5-15.4 14' oDH8-14 ODH9 5-14
1' 9'z ? 12 280 FOR 25'BAYS 8' Z 12 28.0 FOR 25 BAYS JAMB CLIP 16' ODJB-17.4 oDJ9 5-17.4 16'' ODH8-16 ODH9.5-16 4
d
9z 12 230 FOR 20'BAYS 8'Z 14 23.0 FOR 20'BAYS "
--- 18' ODJS 19.4 ODJ9.5 19.4 18' ODHB 18 ODH9.5 18 d d
-- — -- 20' -0DJ8-21A ODJ9.5-21.4 20' ODHB 20 OCH9.5 20 M COLUMN i p
Lq 22 ODJS-23.4 ODJ9 5.23.4 22 ODHB-22 ODH 9.5-22
COLUMN-
3 COLUMN OD1 I DOOR JAMB COLUUMN iDOORJAMB p GIRT 4 " IRT I tY 4 GIRT dDOOR HEADER Dt d O ODt nGIRTGENERAL NOTES:GIRT _ DOOR11 1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED. CUT DOORJAMB JAMB I GIRT A GIRTGI RTD: I OPTIONAL) II _ STANDARD PANELS AND GIRTSI AS REQUIREDHAN N RMA V ____ It
OPTIONAL) I (OP1fIONAL)
p I�---_--___� � _ 2.MAXIMUM HEIGH OF DOO S S 2 0 LES O L EA E HEIGHT ---- ---- —"---- -------� O I ---� R `---- 3.ALL STRUCTURAL CONNECTIONS'TO BE MADE WITH'2 x1aA307 BOLTS -- 1l— �-- -=—'{ -- -- —
LGIRT WITH WASHERS(OPTIONAL) D k 4.JAMBS MUST BE LOCATED A MINIMUM OF 1'-0' FROM CENTER LINE OF p COLUMNS. I5.FOR FLASHING AND PANEL'DETAILS SEE SHEET Ik OD3.ANGLE BASE ANGLE &DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE ANGLE BASE ANGLE
VARIES DOOR WIDTH VARIES TSEE SHEET FD-4 FOR FASTENER SCHEDULE.
VARIES DOOR WIDTH VARIESBAY SPACING BAY SPACING
DOOR BASE ANGLE CAP-DBACDOOR FRAMING ELEVATION DOOR FRAMING ELEVATION
WITH JAMB CONNECTION BELOW EAVE ` WITH JAMB CONNECTION AT EAVE
12 SELF-DRILL WALL FASTENERSDOOR GIRT 87
DEAVESTRUT
JAMB CLIP JC-8(8*GIRTS) �NJC-9.5(91' GIRTS) EDGE OF ii .I'. (9) WALLEFASTTEENERS
2" DOOR WIDTH 2' SLAB ti.i JAMB CL P JC-8(8' IGRTS)
I12�x1aA307 BOLTS 2OANCHOR BOLTS JC-9.5(91� GIRTS)
IITH WA HERS DOCDR WIDTH«4' (BY OTHERS) COx 14A307 BOLTS
1
WITH WASHERS
ITYPICAL ANCHOR BOLT LAYOUT SECTION THRU ANCHOR'BOLT LAYOUTDOOR JAME4A307 BOLTSH WASHERS —FIELD cuT AND FIELDJAMB CONNECTION AT EAVE STRUT
JAMB CONNECTION ATDRIL GIRT AT JAMBDOOR -- ----- BASE CLIP(CP-9)
DOOR GIRTJAIw1B t. 1.2�x 14A307 BOLTSANCHOR BOLTS
EAVE STRUTDOOR GIRT WITH WASHERS -rBY OTHERS)
DOOR JAMB BASE ANGLE FASTENERS
DOOR JAMB (BY OTHERS)
DOOR JAMB CYBITH)l
ito HEADER GIRT DOOR BASE ANGLE JC 8(8'
SELF-DRILL
JAMB CLIP (9)#12 SELF-DRILL I I JC-9.5(9ALL FASTENERS
JC-9.5 GIRGSRTS i a WALL FASTENERS 1 1aA307 BOLTS CAP-DBAC 307 BOLTS
21' WITH WASHERS BASE ANGLE ASHERSDOOR JAMBx14 A307 BOLTS (FIELD NOTCH) DOOR Jr
§.. WITH ,WASHERS
2 JAMB CONNECTION 3 HEADER CONNECTION 4 GIRT CONNECTION AT JAMB 5 JAMB CONNECTION AT 7 JAMB CONNECTION AT
OD1 OD1 OD1 OD1 OD1 '
T R GIRT T EAVE STRUT
A DOOR G A J FINISHED FLOOR
, - I
SCALE: DATE'
DRAWN BY: OVERHEAD DOOR EUFAULA � - ALAeAMA
z REDRAWN L.W. M ME. 10-84 CHECKED BY FRAMING DETAILS
1 GENERAL REVISION IKE MMr. 2 83 De SIGNAPPD.BY. DRAWING, REV.No.
( BY-PASS SIDEWAL) NUMBER O D 1 2 '
NO. REVISIONS MADE CK'D. DATE j N0. REVISIONS ' MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE ISSUE DATE: 4.82
�'fiNYYa`�'�.i5-:.Sv .+4bw,. -�k+ussutes•`un-w�@'ha`r..'ri .� ...i-',a.5.x)}-.:s2',C.Kr` .._ •.-_ -'v+rbw u"�i"uve IrYA"W��z.S.va':r-.�amA1'
--• -_—, sY_:sssuiiaeay. ram'g,;mp ke ..:: .:.: , u <: ,r -x:: `.: „.'i., .t,
i
kl
D2 EAVE STRUT ,t
GIRT
OVERHEAD DOOR SCHEDULE FOR GC,LP2 ,LP4 8�SSF BUILDINGS
JAMB SCHEDULE FOR a 3 A;
DOOR HEADER SCHEDULE Q JAMB CLIP
AT EAVE OR BELOW EAVE DOORS it
DOOR DOORJAMB '- OR DOOR HEADER d
GIRT HEIGHT 8"JAMBS 9.5 JAMBS WIDTH S'HEADER 95'HEADER i GIRT
GIRT
y 8' ODJ8.9.4 ODJ9.5-9.4 8' ODH8-8 ODH9.5-8
„• '-'�� 10' ODJ811.4 oDJ9.5-11.4 10' ODHB-10 ODH9.5-10 y DOOR HEADER q
I 12' ODJ8-13.4 ODJ95-13.4 12' ODHB-12 ODH9.5-12 I 9 II
14' OOJB 15.4 ODJ95-15.4 14' ODHS 14 ODH9.5-14
tI 1 11 DOOR
GIRT
8 GIRTS JAMB CLIP It
d D2 9:5 12-19.1 FORS 'GIRTS 16' OOJ8 17.4 Op�95 n•a 16 ODHB-1s oDH9.5-1e 1i OD2 II
d 18' ODJ8 19.4 ODJ95-19.4 18': O H8 t8 ODH9.5-18 N
u 20 ODJ8 2L4 ODJ95-21.4 20'- ODHS-20 ODH 9.5-20 11 COLUMN +
' 22' ODJB 22.4. ODJ95 22.a 22' ODH8 22 ODH9.5-22 h
I � '
11 COLUMN 3 COLUMN DOOR JAMB COLUMN
y 2--
a -
"„��-_��.� r q DOOR JAMB 4
GIRT D IRT
tl GIRT I
I ` DOOR HEADER t
_ FGIRT
GENERAL NOTES:
O
O DOOR g _
1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED CUT STAN- w
-, DOOR JAMS S JAMB (OGIRTPTONAL) OD2 DARD PANELS AND GIRTS AS REQUIRED. _ - �PITIONAL) I rOPTIONAL) li --
GIRT w /�
L__
II __ __ O r �_-^_ 2.MAXIMUM HEIGHT OF DOORS IS 2-0 LESS THAN NGRMALEAVE HEIGHT _
---1 -j� r _ J fi[ - 25 ---
-----J 3.ALL STRUCTURAL CONNECTIONS TO BE MADE WITH 121bx11a A307 BOLTS ` --
:, II �IRT WITH WASHERS. q
.` (O TIONAL) p II 5 f 4.JAMBS MUST BE LOCATED A MINIMUM OF 1 -O�FROM CENTER LINE OF D2
�I COLUMNS.
---- 5.FOR FLASHING AND PANEL DETAILS SEE SHEET*OD3•
BASE ANGLE 6.DOUBLE` NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE ANGLE BASE ANGLE
- BASE ANGLE.. -VARIES DOOR WIDTH ` VARIES VARIE WIDTH VARI S
DOOR BASE ANGLE CAP-DBAC
ASPACINGt BAY SPACING
DOOR FRAMING ELEVATION q DOOR FRAMING ELEVATION
WITH JAMB CONNECTION BELOW EAVE WITH JAMB CONNECTION AT EAVE
s `.;:;
(9)#12 HEX HEAD FASTENER -
DOOR GIRT 8" 7
2 2 2- p EAVE STRUT DOOR JAMBall
COLUMN
p _ N CLIP(GC-1CLIP(GC-1R)
r. JC-8(a�8'GIRTS N (W*12 HEX HEAD GIRT GIRT
JAMB CLIP L ^" FASTENERS
JC-9.50)9.5GIRT] DOCGR WIDTH 2 (JC-8or11 JAMBCLIP JC-9.5)
2�x14 A307 BOLTS2 ANCHOR BOLTS 12Ox 1ta A307I
I i i WITH WASHERS DOOR WIDTH+ 4
(BY OTHERS)
I I
I i JAMB
8 d _ t WITHBDOOR FROLTS
1 TYPICAL ANCHOR BOLT LAYOUT OD2 SECTION THRU ANCHOR BOLT IL I ---
DOOR rt Jl JAMB
it I
LAYOUT
6 12 Ox11a A307 BOLT WITH WASHE
2 x14 A307 BOLTS FIELD CUT AND FIELD JAMB CONNECTION AT
1 WITH WASHERS DRILL GIRT AT JAMB OD2 EXTENSION ANGLE(GEA-1)
JAMB CONNECTION AT DOOR GIRT DER __ --- - 1 1� BASE CUP(cP 9) EAVE STRUT
2k 1a A307 SECTION THRU JAMB AT COLUMN
OD2 I I JAMB 1-_ _,---- BOLTS ANCHOR BOLTS �@GIRT
WITH WASHERS EAVE STRUT COLUMN
DOOR GIRT i i I I I (BY OTHERS)
DOOR JAMB GIRT I
1
I I I BASE ANGLE FASTENERS CLIP(GC-2L)
- - I I (BY OTHERS) -------- -
DOOR JAMB I I I I DOOR JAMB �� , _ -�-
' - -- DOOR BASE.ANGLE (9) 12 HEX HEAD
;.
_ I � I II I I
t, I 71\-DOOR JAMB CLIP # I i
F I 1 , HEADER CAP-DBAC (JC-8or JC-9.5) FASTENERS
I JAMB CLIP I I (9T#12 HEX HEAD ! I ; }_GIRT I I I lz 9'x14A307 I i i
(JC-8 orJC-9.5)i I I FASTENERS 2�x 1a A307 BOLTS 1
DOOR JAMB i i I t` 1" WITH WASHERS BASE ANGLE I BOLTS
2�x14A307 BOLTS
(FIELD NOTCH) DOOR JAMB WITH WASHERS 1
WITH WASHERS 12 WITH
WAS BOLT
s WITH WASHERS R
t 7 9A< GIRT EXTENSION ANGLE(GEA-2)
' , CLIP (GC-1 )
2 JAMB CONNECTION AT GIRT J HEADER CONNECTION 4 GIRT CONNECTION AT'JAMB 5 JAMB CONNECTION ATJAMB CONNECTION AT SECTION THRU JAMB AT COLUMN
OD2 OD2 OD2 OD2 FINISHED FLOOR OD2 EAVE STRUT OD2 (FOR DOORJAMBS LOCATE
AT JAMB - F COLUMN).
.
o
SCALE: DATE jl
DRAWN - i OVERHEAD DOOR E�fn��a ``�: A�Aa,>d�
-..Ec zo By:
4, i FRAMING DETAILS
ocsi-rAve•4.ar ' DRAWING,:.
(INSET GIRTS R ENDWALL) O D 2 (�
Q NO.I REVISIONS h4F,DE CK'D.DATE NO. ftEViSIONS MADE CK'D:,DATE NO- REVISIONS *.AD.'.I CK•0.GATE fS`Z1c DATE: 4-82 NUMSEft
r
*.
i M
s . .n ..._ r t ,.., .. :,.. # rs., ' ..,.� _-.a; . . .,c., „r ,r .., aq, b^% > `4. „.� ,,.a`• :J�e�.�Zuu .��.�';�aLa
HEAD FLASHING i r
DOOR HEAD FLASHING SCHEDULE i i i i I DOOR JAMB FLASHING SCHEDULE
WIDTH I i i i HEIGHT
> I j FIELD SLIT PANELS 5 a J�j 1 PC. FDH2-8'-101z 1 ' I AND SLIDE HEAD FLASHING I I '"
I 8' 2 PCS: FDJS-B-1 z
�, BEHIND PANELS I 10' 2 PCS. FDJS-10'-1'Z
10' 1 PC. FDH2-10' I I !
12' 2 PCS.'FDH2-6-10'z I I I i 12 . 2 PCS. FDJ8-12-1'Z
14' 1 PC. FDH2-8-10'z8, 1 PC. FDH2-6'-10'z E _ B B" ' 14' 2 PCS.FDJ8-8'-1'z & 2PCS. FDJ8-6'-1'i
16 1 PC. FDH2-10'-101z $ 1 PC. FDH2 6'10fz w j i 16' 4 PCS. FDJ8-8'-1'2"
18' 1 PC. FDH2-11'-101z & 1 PC. FDH2-7=10'i i I' =Ix
18' 2 PCS. FDJS 8' 1z & 2 PCS. FDJB 10' 1i
20` 1 1 PC. FDH2-11'-101i & 1 PC. FDH2-9'-101z F i i JAMB O JAMB i 20' 4 PCS: FDJ8- 110'-11z
22' 2 PCS. FDH2-11'-10'z I i I FLASHING FLASHING I I 22' 2 PCS. FDJ8-1041 ' & 2 PCS. FDJ8-12-1'z'
1 I ! I I F
r i
WALL PANELS
I I I I
BASE ANGLE DOOR WIDTH BASE ANGLE I`,
SHEETING AND FLASHING ELEVATION
I:
' 12 SELF-DRILL WALL *12 SELF-DRILL WALL
FASTENER (2=0"O.C.) FASTENER (2=0"O.C.)
DOOR°JAMB 12 SELF-DRILL WALL DOOR JAMB DOOR JAMB
DOOR JAMB DOOR JAMB FASTENERS(2'-0'O C.)
DOOR JAMB GIRT
I ; GIRT GIRT GIRT GIRT
---
I.. WALL PANEL ' I =-i-- ------- jIF i :_?------- +� � -�a;------- � i- i---- � I -�---------- ,
a.. DOOR HEADER
I
ARCH.PANEL' LONGSPAN
ARCH PANEL PANEL LONGSPAN
I HEAD FLASHING ARCH. PANEL JAMB JAMB FLASHING PANEL
FLASHING #14 SELF-TAPPING JAMB FLASHING JAMB FLASHING
I #12 SELF-DRILL WALL FASTENER
JAMB WALL FASTENER t2=0"O.C.) L14 SELF-TAPPING
FLASHING WALL FASTENER(2'0"O.C.)
(1'-O' O.C- ) 14 SELF TAPPING WALL
#12 SELF-DRILL WALL FASTENER (2'0"O.C.) 12 SELF-DRILL WALL *12 SELF,DRILL WALL #12 SELF-DRILL WALL #12 SELF-DRILL WALL
FASTENER(2=0"O.C.) FASTENER(2=0"O.C.) FASTENER(2'-0'0.C.) FASTENER(2.0"O.C.) FASTENER(2.O O.C.)
' 'SECTION
SECTION "B-"B" SECTION 'B=B SECTION 'S=B" SECTION'B-B SECTION '5'B'
-Y
(SECTION 0 ARCH.PANEL) (ALT.FLASHING LOCATION) (ALT. FLASHING LOCATION) (SECTION LS. PANEL) (ALT. FLASHING LOCATION)
`. )K INSIDE JAMB FLASHING FDJ6-12'42 NOT INCLUDED
IN STANDARD TRIM PACKAGE MUST BE ORDERED
o- SEPARATELY.
e.: I
F.
F :
j g SCALE _ DATE
t EUFAULA ALABAMA
3 REDRAWN L.W. �TG. . 1084 DRAWN OVERHEAD DOOR FLASHING DETAILS � 4 �
a 2 GENERAL LW MCCHECKED er: LONGSPAN & ARCHITECTURAL PANELS1 GENERAL LW. DESIGN APP'o_ev: DRAWING;OD-3
REV3Pt6
NO. .REVISIONS MADE CK D.DAT£. NO. REVISIONS MADEI CK'D.DATE NO: REVISIONS MADE CK'D.DATE I I� DATE: z-ea NUMBER
� ,axa„ aa.,.. �. ,•s,_t"._.__ h.N��,�... a,.-__._ ;.—�<..:._a.�-_x.,,,. :e.. ,.. , ... �. �.�.�:..�.,.a.�.:'.� Res•-s..� �^�'.�•��.a ,. .. . ^s� �.:::.sc.a..... �.�^ Rye t "•rm: � ' �`,
-
4= 14 SELF-TAPPING ROOF FASTENERS WITH
--- 2 BEADS GUTTER SEAL EACH LAP.
CAUTION 1
TO PREVENT RUST SPOTS FROM 414 SELF-TAPPING ROOF FASTENER
FORMING ON PANELS,ALL SURFACES IE"FORMED RIDGE CAP 4T EACH HIGH RIB. '
', Y SHOULD BE SWEPT CLEAN OF ALL D
METAL'FILINGS DAILY DURING ERECTION
*12 SELF-DRILL ROOF FASTENER
*12 SELF DRILL ROOF FASTENER (LOCATE BOTH SIDES OF HIGH RIB)
(T-O.O.C.)
5 LAP CLOSURE STRIP LSP-O a-
/// (WITH MASTIC SEALER TOP & BOTTOM)
PURLIN WE
ALTERNATE RIDGE
LONGSPAN FLASHING DETAIL M1 3
ROOF PANEL 12 SELF-DRILL ROOF FASTENER (MANUFACTURES OPTION)
BEAD —
MASTIC
BEAD,MASTIC
RAKE FLASHING CAULK
PURLIN
PANEL LAP DETAIL CAULK
(3)*14 SELF
'TAPPING
ROOF FASTENERS
,�
,
..• RAKE FLASHING
mE �Cp
• R
, i10) �e BLIND RIVETS y
BEAD MASTIC EACH SIDE
v RAKE CAP
a (3)*14'WALL FASTENERS
;x GUTTER
_,. (OPTIONAL) „ r RAKE CAP.DETAIL
14 SELF-TAPPING ROOF FASTENER —
t "_- EAVE CLOSURE FLASHING 3'-0•COVERAGE
*14 SELF-TAPPING ROOF FASTENERS
,. (SEE SHEET SS-5) r
FOR SHEET SIDELAPS 1'6 OC
EAVE STRUT;
DETAIL` A 1O 1'0" 1"-O'
ROOF PANEL 12 SELF-DRILL ROOF FASTENERS TO STRUCTURAL ,
BEAD MASTIC X USE 1 EACH SIDE
OF HIGH RIB AT '
PANEL END LAPS,SAVE AND RIDGElu
CLOSURE STRIP LSP-1
WITH MASTIC SEALER
TOP AND BOTTOM DETAIL A 1 O' 1'-O, 1'-0' FEXTRA FASTENERS ATEAVE
RAKE FLASHING �STRUTEND LAPS AND RIDGE� "
ROOF PANEL DETAIL *;
r
�m&, GUTTER NOTE
USE CORNER BOX REC 1LR I #12 SELF-DRILL ROOF FASTENERS
MASTIC SEALER `
FOR BUILDING WITHOUT� LOCATE SIDE OF HIGH RIB ,•
GUTTER.
CA FOR MARK NO.
GUTTER CLIP SEE LHART ON
{SHEET'SS 5
r,r
(V9 BLIND RIVETS 414 SELF-TAPPING ROOF FASTENER
CLOSURE STRIP(LSP]) (LOCATE 3'0.00'D
1- TYP.IAP
FLASHING DETAIL AT EAVE MASTIC SEALER
GUTTER CLIP GC-A (3-0'OC.)
•
• (FOR FLASHING MK NO SEE SHEET SS-5)
I CAULK (2 BEADS) OUTSIDE CLOSURE *12 SELF-DRILL WALL FASTENER DRILL SIZES
CORNER BOX -(LOCATE.1-0-)
(ATTACH WITH 20 1. USE nm SHEETERS DRILL FOR#12 SELF-?APPING FASTENER
ya BLIND RIVETS) 14 SELF TAPPING WALL FASTENER AT PANEL TO STRUCTURAL CONNECTIONS
12-;BLIND RIVETS (LOCATE 1-0')
12 BLIND RIVETS EACH LAP(TYR) WALL PANEL 2 USE le 4 SHEETERS DRILL FOR Ia BLIND RIVETS.
EACH LAP(SEE 3 NOT REQUIRED FOR SELF-DRILLING FASTENERS.
GUTTER CROSS` 2-�;BEADS OF GUTTER CROSS SECTION
SECTION BELOW) SEAL EACH LAP RAKE 4. USE 1e�SHEETERS DRILL FOR-14 STITCH FASTENERS
GUTTER LAP FASTENERS AT GUTTER LAP FLASHING
GENERAL NOTES BLIND RIVETS "
1 ALL ROOF PANEL SIDELAPS & ENDLAPS TO HAVE
CONTINUOUS STRIPS OF MASTIC SEALANT. CAUTION
2.ALL GUTTER AND RAKE LAPS TO HAVE TWO "BEADS (8) Is BLIND RIVETS '
•, SHEETS MAY BE HEAVILY .OILED AND SLICK '
OF GUTTER SEAL CROSS SECTION WIPE CLEAN BEFORE INSTALLATION
RAKE FLASHING LAP THRU RAKE FLASH LAP
SCALE..' DATE DRAWN BY FASTENERp
DETAIL FOR ROOF EUFAuu , � ALA9AMA
3 REDRAWN L.A. MMC 10-84
2 GENERAL A M MMC 4-84 CHECKED BY, LONGSPAN PANEL
DRAWING 1 GENERAL M.MC 2'B3 DESIGN APP D BY F V.1 REV�NO. S
NO_ REVISIONS MADE CK D.DATE NO. REVISIONS MADE CK'D.DATE NO. .REVISIONS MADE CK'D DATE a-oz NUMBER
RAKE FLASHING
i
RK-1 OR SRF-1
GUTTER
K EAVE STRUT
BEND ALONG- DOTTED LINE
- —*14 SELF-TAPPING WALL FASTENERS.
CUT ALONG SOLID LINE 1'-0" O.C.
---
\ EAVE FLASHING i #FAS FASTENER 1P0.O.C.
---- OUTSIDE CLOSURE
.. STRIP AP2-0 �1
z- ;12 I (SEE END44ALL DETAIL I.
AT RAKE)
GABLE ANGLE
SIDEWALL GIRT y ENDWALL GIRT
WGUTTER I
RAKE FLASHING
I
/-CAP FLASHING FCP-1 „?
(4 112 BUILDINGS ONLY)
----- ---- � � ---1f14 SELF-TAPPING
-
WALL FASTENER WALL FASTENER '
4 x 5 DOWNSPOUT OUTSIDE CLOSURE (AP2-0) I
1
1.l12,BUILDINGS OR1E55)PURLIN
BLIND RIVETS
I
ENDWALL DETAIL AT RAKE
DOWNSPOUT OUTLET DETAIL GENERAL NOTES:
1 CROWD OR STRETCH PANELS SLIGHTLY AS
CLOSURE STRIP 'LSP-Z NECESSARY TO MAINTAIN 3'-O'COVERAGE PER
(EACH PANEL) i PANEL
2 PANELS MUST BE INSTALLED SQUARE WITH
ROOF PANEL BASE ANGLE BUILDING FRAME.
3 PANEL LAPS STITCHED 2-0" ON CENTER WITH
GUTTER 14 SELF-TAPPING WALL-FASTENER.
GT-1
12 HEX HEAD FASTENERS DOWNSPOUT CLIP FDC-2 4 FOR FLASHING MARK NO SEE CHART ON SHEET
CD 6=0` O.C MAX. SS-5.
CLOSURE STRIP AP2-0 :` CORNER FLASHING BASE ANGLE CORNER
FCRA2-LENGTH FBC-
EAVE STRUT BLIND RIVET
•
DOWNSPOUT CLIP LOCATION
412 WALL FASTENER *12 WALL FASTENER-SIDEWALL AND ENDWALL GIRTS, BASE BANGLE,
SIDEWALL GIRT 4x 5 DOWNSPOUT
• �I � DETAIL A EAVE STRUT AND GABLE ANGLE. SAME LOCATION FOR LINER AND
4x5 DOWNSPOUT
PARTITION PANELS. I
2-BLIND RIVETS GIRT, EAVE STRUT,
SIDEWALL PANEL I BASE ANGLE OR
SIDEWALL PANEL GABLE ANGLE j
BLIND RIVET
DOWNSPOUT CLIP -- --------- ----- -
SECTION THRU DOWNSPOUT FASTENER LAYOUT
t BASE ANGLE
FINISHED FLOOR DETAIL A EAVE+ (SEE SHEET SING
14 SELF-TAPPING WALL FOR MK:NO)
FASTENER 2 0 OC
FIELD CUT DOWNSPOUT LENGTH AS REQUIRED14 SELF-TAPPING
WALL FASTENER 1'-0" O.C.
DOWNSPOUT SCHEDULE
DOWNSPOUT DETAIL EAVE powNSPo(rrs DOWNSPOUT
CLIPS FDC-2
10 1 PC FIDSE-9.7 3 DETAIL B
DOWNSPOUT LOCATION 12 1 PC. FDSE 11.7 3 6 RIVETS AT FLASHING LAP
y ---- 14 1 PC FDSE-13.7 3 OUTSIIDE CLOSURE
BUILDING WIDTH LOCATION 16 1 PC FDSE-157 4 STRIPAP2-0
30; 40; 50;60 70 & 80 40 OC, 18 1 e FDSE•13,7 &112 PC FDS-9 7 4 -
100' 35'O.C. 20- 1 PC FDSE-157&112 PC FDS-9.7 4
120; 30'O.0 22 1 pc FDSE-157& 1/2 pc FDS'-13 7 5
130; 140; 150'& 160 25'OC 24 1 PC FDSE-15.7& 112 PC FDS- 97 5 DETAIL B CORNER DETAIL DETAIL AT EAVE
180' 200; 240'& 250' 20 OC. 26 1 PC FDSE- 157 & 1 PC FDS-11.7 5
28Q' 300; 320: 350'& 360' 15'O.C. 28 1 PC FDSE-157 &4 PC FDS- 13.7 6
420' & 480' 10'O.C. 30 1 PC, FDSE-15.7 & 1 Pc FDS-157 6 s'
SCALE: DATE �......r
DRAWN By, FASTENER DETAIL FOR WALLS EUFAULA a,'\ T ALwsAMA'
BY ARCHITECTURAL PANEL _
2 RFDRAWN A M M Nk' 10-84 DESIGN CHECKED v D By ..._ DRAWING, Rev,NO
= l
NO. REVISIONS MADE CK'D, DATE. NO. REVISIONS MADE.CK'D, DATE NO REVISIONS MADE CK'D.DATE - NUMBER -FDr. 2. 2
.a.�tr ,�...x...a....�... sue_ wmr Sv..,::mws.. e�....:5w-ivs,.... ... dvu .,P� .. .+ •.__.,..,.,,�.,.+ worry s::: ,� ., :.,