HomeMy WebLinkAbout0064 PLANT ROAD - 294-76 (2) )
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8-
FINISHED 2" 2" FINISHED FLOOR GUIDE ANGLES
2• 2• FLOOR J (NOT BY A.B.C.) Z FINISHED FLOOR 7
/ -� GENERAL FOUNDATION NOTES
��' -
,, 3 , I
t" ' '- ' ' •' f } 1 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILITY OR LIABILITY
Vl_'.
FOR FOUNDATION, FLOOR OR SLAB DESIGN,OR CONSTRUCTION.
t ;� 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE
SPECIFIC SOIL CONDITIONS PRESENT AT ACTUAL JOBSITE.
3. FOUNDATION MUST BE DESIGNED FOR THE APPUCABLE REACTIONS AS
BOLTS , ANCHOR BOLTSa,r
2� OUT OF THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RE-
ANCHORCONCRETE 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 WHERE
FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED AND THE FOOTING
z+ANCHOR BOLTS xO'-6" �'t SHALL EXTEND TO NATURAL GRADE.IN ALL CC.SES THE FOOTING SHALL EX-
TEND AT LEAST 6"BELOW THE LOCAL FROSTLINE.
—'24 ANCHOR BOLTS x 0'-6" 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'4"1 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL, AND
BASE ANGLE CONCRETE ANCHOR BOLT 5-0" SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE :ia
0.C. MAXIMUM SPACING OR
EQUAL BY OTHERS) - - -- - ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN.
2 2 i ALL OTHER DIMENSIONS SHALL BE WITHIN s'a INCH.
_ �-- 1
o ,_ ►' -- - — , 1 ----;'� - 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE
2 ;II 2 I BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
P' STRENGTH OF 3000 P S.1. AT 28 DAYS.
:;•: ° 9. UNLESS EXPLICITY NOTED OTHERWISE,ALL EMBEDDED STRUCTURAL STEEL
' h '
(INCLUDING ANCHOR BOLTS),OTHER MATERIALS,AND LABOR SHALL BE SUP--
PLIED BY THE FOUNDATION CONTRACTOR.
j .�•� r
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PRO
2• NOMINAL DOOR WIDTH I 2' . 4'-2" I _ 4-O" 4-2' JECTION FROM CONCRETE,DIAMETER ,AND QUANTITY.
11. BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBEDMENT IN- 1
DOOR WIDTH.4" I 72'-4" TO THE CONCRETE FOR THE BOND STRENGTH (WITH OR WITHOUT HOOK) TO
�. --- DEVELOP AT LEAST 75% OF THE ALLOWABLE TENSILE CAPACITY OF THE
BOLT,AND IN NO CASE SHALL THE LENGTH BE LESS THAN 20 TIMES THE
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
A.B.C. DESIGN ASSUMPTIONS BASED ON ALLOWABLE STRESSES GIVEN IN
THE MANUAL OF STEEL CONSTRUCTION, 8th EDITION, A.I.S.C. 1980,SEC-
TION 1.5.
2' 2"
Z DIAMETER LENGTH PROJECTION
2 r �• 1f 3• 2"
C7 Z 78" 1' 6" 2*
w J I 1 1. 9 2.,
1 B, 2, 0• 2 2.
90•
t
MIN. ZENSION PLATE
(AS REOD.)
SCHFDU'._E OF MINIMUM RECOMMENDED
RECOWAENDED ANCHOR BOLT DETAIL ALTERNATE ANCHOR BOLT DETAIL ANCHOR BOLT LENGTH _
---- --_
}II scALE. _ DATL GENERAL FOUNDATION NOTES AL A9PMA
_—-_.__.._ ._— __ ._". --__.-..-. _____—. ..__—. —_ —. .— _ `- (I PAWN It♦ --_
—. 1
• __._.. _.—___.�—.._ ._7-__ --11 __� '- ♦ '.I CHI C K t.11
AND
D
- --_-- -- -I- - ------ _`� �, --- ---- --- -
r',"`RR(CTION IN NOTE I •. 17-N4 � _ i
. -
_ �_ ..�_ _ __ ___..—__ - - „�N A�I•C' L4, _ N ALCONCRETEDETAILS aHr.W Wi, v r..
fi 1 I MARK NO. REVISION ONLY IKE 4 83 GL ER
�— _ 5-83 IFN - i
lJO, REVISIONS MADE CK'D DATE Nq.l �- RF-J 1_ION,—'- MADE CK'D.DATE IN�- REVISIONS :ADf (I• .7.DATE
.$ ' _ rr,�.xx� .,q'^ preye+-,P..1►".• 'a'... ';AiT`^.ea�e-y
4 * 14 SELF-TAPPING ROOF FASTENERS WITH
2 BEADS GUTTER SEAL EACH LAP.
CAUTION I
TO PREVENT RUST SPOTS FROM '
FORMING ON PANELS,ALL SURFACES i 414 SELF-TAPPING ROOF FASTENER
SHOULD BE SWEPT CLEAN OF ALL DIE FORMED RIDGE CAP ! AT EACH HIGH RIB.
METAL FILINGS DAILY DURING ERECTION -
'W12 SELF-DRILL ROOF FASTENER
012 SELF—DRILL ROOF FASTENER (LOCATE BOTH SIDES OF HIGH RIB)
(LAP 1'-0'O.C.)
fi
PURLIN WEB CLOSURE STRIP LSP-O
I (WITH MASTIC SEALER TOP 8 BOTTOM)
LONGSPAN ALTERNATE RIDGE
--- F�OF PANEL 012 SELF-DRILL ROOF FASTENER FLASHING DETAIL
BEAD _ (i' 0 OC.)
(MANUFACTURES OPTION)
MASTIC I I
�— BEAD MASTIC
PURLIN RAKE FLASHING CAULK
PANEL LAP DETAIL CAULK
(3)014 SELF-TAPPING
ROOF FASTENERS�
RAKE FLASHING E 1CP
BEAD MASTIC 00)-'e BLIND RIVETS `
EACH SIDE RAKE CAP
GUTTER
(3) *14 WALL FASTENERS
(OPTIONAL)
'I
RAKE CAP DETAIL
*14 SELF-TAPPING ROOF FASTENER
( V-6'O.C.)
(SEE SHEET SS 5)
EAVE CLOSURE FLASHING 3'-O'COVERAGE 14 SELF-TAPPING ROOF FASTENERS
FOR SHEET SIDELAPS.1'6'OC
ROOF PANEL EAVE STRUT DETAIL 'A 1'-O' 1'O' 1'-0
#12 SELF DRILL ROOF FASTENERS TO STRUCTURAL
BEAD MASTIC EXCEPT USE 1 EACH SIDE OF HIGH RIB AT
CLOSURE STRIP LSP-17 PANEL END LAPS,EAVE AND RIDGE.
WITH MASTIC SEALER
TOP AND BOTTOM `
DETAIL A I r
RAKE FLASHING I� 1 0 1 O 1' FASTENERS STRUT END LA S AND RIDGE]
�L
ROOF PANEL DETAIL
GUTTER NOTE
USE CORNER BOX REC_jLR �k12 SELF-DRILL ROOF FASTENERS
FOR BUILDING WITHOUT MASTIC SEALER LOCATE EACH SIDE OF HIGH RIB
GUTTER. ROOF PANEL TOR MARK NO.GUTTER CLIPEE CHART ONI
HEET SS"5. j
1' TYP (811s LAP BLIND RIVETS *14 SELF-TAPPING ROOF FASTENER
CLOSURE STRIP (LSP-1) (LOCATE 3'0"OC )
FLASHING DETAIL AT EAVE MASTIC SEALER
( FOR FLASHING MK NO SEE SHEET SS-5)
GUTTER CLIP GC-A (3.O'O C.)
CAULK (2 BEADS) #
I CORNER BOX OUTSIDE CLOSURE 12 SELF-DRILLLOCATEAI'-O jASTENER DRILL SIZES
1 (ATTACH WITH 20 1. USE 3z'eBLIND RIVETS) *SHEETERS DRILL FOR*12 SELF-TAPPING FASTENER
2 'e-BLIND RIVETS *14 SELF-TAPPING WALL FASTENER AT PANEL TO STRUCTURAL CONNECTIONS
p
12 BLIND RIVETS EACH LAP(TYP.) ( LOCATE 1'-O')
WALL PANEL 2 USE le SHEETERS DRILL FOR a BLIND RIVETS.
GUTTER CRROSSOSS 2-!;BEADS OF GUTTER Lt_*,�
EACH LA 3 NOT REOU'IRED FOR SELF-DRILLING FASTENERS.SECTION BELOW) SEAL EACH LAP RAKE CROSS SECTION
GUTTER LAP FAST 4. USE 1emSHEETERS DRILL FOR'�14 STITCH FASTENERS
ENERS 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 a BEADS (8)- Ali BLIND RIVETS
OF GUTTER SEAL SHEETS MAY BE HEAVILY OILED AND SLICK
CROSS SECTION WIPE CLEAN BEFORE INSTALLATION
RAKE FLASHING LAP THRU RAKE FLASH LAP
SCALE DATE
�r`y�
3 REDRAWN L A MMC 10-134 DRAWN BY FASTENER DETAIL FOR ROOF -s AEABAMA E UFAUI.A
- CHECKED BY LONGSPA,N PANEL �'-
' .---- 2 Gk.NERAI. - ------_ A M MM� 4-84
GENERAL M NIC 2-83 DESIGN APP'D.BY. _ _._-.__
_ DRAWING FD_1 REv.No
NO REVISIONS MADE Ck ATE NQ REVISIONS IMADF CK'D,DATE NO RFVISIONS MADE CK'D DATE. a- BY NUMBER 3
RAKE FLASHING
RK-1 OR SRF-1
GUTTER
. 1
EAVE STRUT
BEND ALONG DOTTED LINE
--- - *14 SELF-TAPPING WALL FASTENERS
CUT ALONG SOLID LINE \\ O C j
EAVE FLASHING # ASTENER 414 AIPO PING WALL
/ OUTSIDE CLOSURE
STRIP AP2-0
t2 (SEE RAKE)
L DETAIL
AT RAKE)
SlDEtiVALL GIRT / I GABLE ANGLE ENDWALL GIRT
I
GUTTER I)
RAKE FLASHING
I
I �
I
—CAP FLASHING FCP-1 I I I
(4 112 BUILDINGS ONLY) I -�14 SELF-TAPPING
i
WALL FASTENER � �l i I WALL FASTENER
i I 2'-0' O C
t 4x5 DOWNSPOUT ` \ OUTSIDE CLOSURE (AP2-0)
t 1112 BUILDINGS OR LESS)
� PURLIN I I
BLIND RIVETS II i
E_N_DWALL DETAIL AT RAKE
GENERAL NOTES:
DOWNSPOUT OUTLET DETAIL '
i !
1 CROWD OR STRETCH PANELS SLIGHTLY AS
NECESSARY TO MAINTAIN 3'-0'COVERAGE PER
CLOSURE STRIP LSP-I PANEL
(EACH PANED 2 PANELS MUST BE INSTALLED SQUARE WITH
ROOF PANEL BASE ANGLE BUILDING FRAME-
ROOF PANEL LAPS STITCHED 2'0" ON CENTER WITH
GUTTER ' *14 SELF-TAPPING WALL FASTENER
GT- --*12 HEX-HEAD FASTENERS --DOWNSPOUT CLIP FDC-2 4 FOR FLASHING MARK NO SEE CHART ON SHEET
C MAX
__ 4U 6'r O` O. SS-5.
CLOSURE STRIP AP2-0 CORNER FLASHING BASEANGLE CORNER
FCRA2-LENGTH FBC-
EAVE STRUT BLIND RIVET
LOCATION
DOWNSPOUT CLIP
412 WALL FASTENER *12 WALL FASTENER-SIDEWALL AND ENDWALL GIRTS, BASE ANGLE,
L--,—SIDEWALL GIRT 4 x 5 DOWNSPOUT—
DETAIL A EAVE STRUT AND GABLE ANGLE. SAME LOCATION FOR LINER AND
4x5 DOWNSPOUT------. PARTITION PANELS.
�SIDEWALL PANEL
2 BLIND RIVETS BASE ANGLE GIRT EAVE T OR
I
SIDEWALL PANEL GABLE ANGLE
BLIND RIVET
DOWNSPOUT CLIP —�
SECTION THRU DOWNSPOUT FASTENER LAYOUT
BASE ANGLE DETAIL A
!i EAVE FLASHING
FINISHED FLOOR - -- 14 SELF-TAPPING WALL FOR MKENOET SS 5
FASTENER 2'-0' O.0
FIELD CUT DOWNSPOUT LENGTH AS REQUIRED
�.: *14 SELF-TAPPING
WALL FASTENER 1'-0 O.0
DOWNSPOUT_ SCHEDULE
DOWNSPOUT DETAIL DOWNSPOUT
--- EAVE DOWNSPOUTS CLIPS FDC-2
10 1 PC FDSE-97 3 DETAIL B I
12 1 PC FDSE-11.7 3 6 RIVETS AT FLASHING LAP L
DOWNSPOUT LOCATION
- --- - - 14 1 pc FDSE-13 7 3 ` OUTSIDE CLOSURE
BUILDING WIDTH LOCATION 16 1 pc FDSE-157 4 / STRIPAP2-O
I 30; 40, 50:60, 70 & 80 40'OC 18 1 PC FDSE-13.7&112 PC FDS-9 7" 4 �1 f
100 35 0C 20 1 PC FDSE- 15.7&112 PC FDS- 9,7 * 4
120' 30 0.0 22 1 PC FDSE-157& 112 pc FDS 13 7 5
130: 140: 150'& 160' 25'OC 24 1 PC FDSE- 15.7& 112 PC FDS- 97x 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 V
280,' 300: 320',350'& 360' 15'OC 28 1 pc FDSE-157 P. 1 PC FDS- 13.7* 6
420 & 480' 10'OC. 30 1 pc FDSE 15.7 & 1 PC FDS- 1571* 6
SCALE. DATE
-- + — DkAWN uv L FOR WALLS FASTENER DETAIL EUFAULA 1'iY AI ABAMp
• CHECKED OV
, ARCHITECTURAL PANE 1
e ,- --
r€ _ 2 RFDkAiVN F-1 "I M,. 10-tN DtSicr+ArrD ev DRAWING
NUMBER F D - 2 _
9c NO.. REVISIONS iMADE CK'D. DATE NO .�_ N! ✓ ,SONS MADE CK'D DATE NO REVISIONS -,ADEI CK'D DATE
g
.MAY , .. ;. .. ...
:. ... .. :.., p..:'.':. a •.
per? EAVE STRUT
-GIRT OVERHEAD DOOR SCHEDULE FOR GC,LP2 LP4&SSF BUILDINGS —
JAMB SCHEDULE FOR —I
° AT EAVE OR BELOW EAVE DOORS DOOR HEADER SCHEDULE i! p JAMB CLIP
DOOR ; DOOR JAMB DOOR DOOR HEADER —
GIRT t HEIGHT 8"JAMBS 9.5 JAMBS 'NID FADER i95 HEADER i�i GIRT -- —— — GIRT it
I 8' ODJB-9.4 I GDJ9.5-9.4 8" ODH8-8 ODH9.5-8
t 10' OWS-11.4 00J9.5-11.4 10 ODH8-10 , oDH9.5-10 ----DOOR HEADER
—
1 2' 0DJ8 ts.a ODJ95-13•4 12 ODHB-12 ODH9.5-12 ! 9
I DOOR GIRT 14' ODJB t5.4 ODJ95-15 4 14' ODHB-14 ODH9.5-14 M7
1 `82',2-?_4.1 FUR 8 GIRTS JAMB CLIP
D2 9.5 Z 12-i9.1 FOR9�GIRTS 16' OCJB tza ODJ95 i7.4 16' ODHB 16 ODH9.5-16
p ',OD
ODJ8 19.4 ODJ95-19.4 18' ODHB-18 ODH9.5-18
rr. 20 ODJ8 21.4 ODJ95-21.4 20 GDNB-20 ODH9.5-20 Y COLUMN ,3
Y I
22' ODJB 22.4 ODJ95-22.4 22' ODHB-22 GDH9.5-22
COLUMN p3 COLUMN h DOOR JAMB COLUMN d r
4 �
DOORJAMB pp
' �I 4 -- � GIRT pp IRT
p• GIRT D
DOOR HEADER I
GIRT 9 GENERAL NOTES:
GIRT
DOOR 1. STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED CUT STAN- , _
DOOR JAMB = JAMB GIRT OD2
(OPTIONAL) DARD PANELS AND GIRTS AS REQUIRED. h GIRT � GIRT
_ k6PTIONAL) r�OPTIONAU
2.MAXIMUM HEIGHT OF DOORS IS 2''-0 LESS THAN NORMAL EAVE HEIGHT.7ffjq
_— r`- ----- ------- - 3.ALL STRUCTURAL CONNECTIONS TO BE MADE WITH 12(Px114"A307 BOLTS
II 4GIRT C WITH WASHERS. G
�q (OPTIONAL) 5 4 JAMBS MUST BE LOCATED A MINIMUM OF 1'-O'FROM CENTER LINE OF D
f D --- ----- ------ ---
_ COLUMNS. I
---- 5.FOR FLASHING AND PANEL DETAILS SEE SHEET*OD3•
B45E ANGLE BASE ANGLE 6.DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE ANGLE BASE ANGLE
VARIES OR WIDTH VARIES VARIES WIDTH VARIES
\-DOOR BASE ANGLE CAP-DBAC
AY SPACING BAY SPACING
• 1
DOOR FRAMING ELEVATION DOOR FRAMING ELEVATION
WITH JAMB CONNECTION BELOW EAVE WITH JAMB CONNECTION AT EAVE
(9)#12 HEX HEAD FASTENER
DOOR GIRT 8 `
D2 EAVE STRUT
DOOR JAMB COLUMN
_ N CLIP(GC-1L) CLIP(GC-1R)
JAMB CLIP rJC-8(a8'GIRTS `� — (9)#12 HEX HEAD --GIRT — GIRT
LLJC-9.5®9.5GIRT5 .' FASTENERS
—
_-- N 2 DOOR WIDTH 2 �. (JC 9-5 -�--
��x14 A307 BOLTS JAMB CLIP JC-9.5) �—
Z�OANCHOR BOLTS 1-01,, I I ?
I WITH WASHERS DOOR WIDTH+ 4 (BY OTHERS) 2B14 OL AK I 1 I i
I I I WITH WASHERS I I I I ( I
I I DOOR JAMB 8 I -- I DOOR I
r TYPICAI_ ANCHOR_ BOLT LAYOUT GD? SECTION�AYOUTNCHOR BOLT iL_I�_____��I JAMB -�- - I- -
1'� 1' 6 12 Ox11a A307 BOLT WITH WASHER
2 x1a A307 BOLTS FIELD CUT AND FIELD JAMB CONNECTION AT
EOD
WITH WASHERS DRILL GIRT AT JAMB OD2GIRT EXTENSION ANGLE (GE2 JAMB CONNECTION AT DOOR GIRT pppR =-_-------- 2�x11aA307 —BASE CLIP(CP 9) EAVE STRUT 9 SECTION THRU JAMB AT COLUMN
I I JAMB I ------- BOLTS ANCHOR BOLTS OD2
I I WITH WASHERS EAVE STRUT COLUMN
DOOR GIRT I I I } (BY OTHERS) DOOR JAMB GIRT
_ I I I BASE ANGLE FASTENERS CLIP(GC-2L)
DOOR JAMB I+ I I (BY OTHERS) �;------- —
1 i i I DOOR JAMS — -----�� _
II
I I I DOOR — DOOR BASE ANGLE JAMB CLIP (9)*12 HEX HEAD I I I
I I HEADER CAP-DBAC WC-8 or JC-9.5) FASTENERS III + I
JAMB CLIP I I I (9�12 HEX HEAD I I I GIRT
(JC-8 orJC-9.5)I I l y FASTENERS 2�x 1a A307 BOLTS I I j l 1z�x1a A307
WTH WASHERS BASE ANGLE BOLTS
DOOR JAMB 2�X10 A307 BOLTS (FiE'_D NOTCH) DOOR JAMB WITH WASHERS 2 1 — —
WITH WASHERS t—WITH W WASHERS-
(GC-1R)
9A GIRT EXTENSION ANGLE(GEA-21
2 JAMB CONNECTION AT GIRT 3 HEADER CONNECTION GIRT CONNECTION AT JAMB 5 JAMB CONNECTION AT (g)
JAMB CONNECTION AT �$ECTION THRUJAMB ATCOLUMN
UD2_ OD2 (D2 _ OD2 — FI '{ED FLOUR EAVE STRUT OD` (FOR DOORJAMBS LOCATED 1'- FRO�N1
AT JAMB �._ �__
� OF COLUMN)
SCALL'. DATE- _
OVERHEAD DOOR EUFAULA �'_t ALALP
FRAMING DETAILS
.y- (INSET GIRTS & L WALL) N"UMp R O D 2 J
yL._ 'iSS•_'E DATE: A-82
f O REVIS+ONS —MAD K'D DATE N6. — REVISIONS -- '+ADF�C.K'C7.LAT It30 �E::S+ONS ~MF'C�u( h D C At(���
... :. ;.,. :• -'. -..... .. , .. ., +,.,...,._ d_:._�. .-,: .. :. ,.a..,r«�3rna;..as.;,4;,.,s+..+;-w ow.Y:..erm..w:_ 'x..:,.�:. :ii�'w:,.:e=i.v +'-'+^ �tn.r�'•... :,�;e....«may,'..-'�'
":awruu.a.3ur..^ ..,..w.w_ ....., -. n :..a:.....ue,c'ru...wn.,iwr.:..�--+.::s;:.,mywe.s.u..,,,_w..,ux...;,,<.. ✓:s...,s....+aa..,.r.s.e.,.d..,..,e..var..�w�.:w,.:..e:m.�....>s.«...,..:::..•e:::<».�,.«..:.......a...i,•a, ..,.ss�i.<.:.cs..,..r'-AR+aa�h. '.+.�_.::a.::tirorW..;.�__� a......,.ca...... ,.,. ^�-'�arnf..K.,,.».
I I
I t I 1 I I 1 1 I
It I i t I
HEAD FLASHING I I 1
DOOR
WIDTH HEAD FLASHING SCHEDULE i HEIGHT JAMB FLASHING SCHEDULE
1 1 FIELD SLIT PANEL`LASHING
" :Lj 1 t I
8' 1 PC FDH2-8;-10'; 1 i I AND SLIDE HEAD i j 1 8' 2 PCS. FDJ8-8-1'2'
I t BEHIND PANELS I 1
10' 1 PC. FDH2-10'10'2* 1 j I I I I 10' 2 PCS. FDJB-10i-1'2'
12' 2 PCS FDH2-6-10'2 i i i i i i 12' 2 PCS. FDJ8-12-1'2'
14' 1 PC. FDH2-8-IICz& 1 PC. FDH2-6'-10'z 1 1 ' ~ B B' 1 1 I 1•
I I I = I 1 I 14' 2 PCS. FDJ8-8-1z & 2 PCS. FDJ8-6•-1 z
16' 1 PC. FDH2-10'-101z & 1 PC. FDH2-6'-10fz I I I LD 1 t
1 I w I 1 i 16' 4 PCS. FDJS-8'-1'2'
18' 1 PC. FDH2-11'-101z & 1 PC. FDH2-7-101 1 I 2 t I
12� 1 18' 2 PCS FDJ8-8'-1'2* & 2 PCS. FDJ8-10-1'i
20' 1 PC. FDH2-11'-101z & 1 PC. FDH2-9'-10'z i i i O JAMB 1 I I 20 4 PCS. FDJ8- 10 11z
B 22' 1 2 PCS. FDH2-11'-10'2 i 1 FLASHING FLASHING i i 22' 2 PCS FDJ8-10-11z & 2 PCS. FDJ8-12-1';
I I I I I I
I I
1 I i i I t
j i I WALL PANELS
I
I
I 1
BASE ANGLE L DOOR WIDTH I BASE ANGLE
SHEETING AND FLASHING ELEVATION
*12 SELF-DRILL WALL #12 SELF-DRILL WALL
FASTENER (2'0*0.C.) FASTENER (2'0'0.C.)
DOOR JAMB
12 SELF-DRILL WALL DOOR JAMB DOOR JAMB
DOOR JAMB DOOR JAMB FASTENERS(2'0'O.C.)
DOOR JAMB GIRT
GIRT GIRT GIRT GIRT
- a---------- ------
WALL PANEL I TI
' I i --}------ � I � - �---- }----------
I
DOOR HEADER
I itI
T
I - -- _
I
I
ARCH PANEL ARCH,PANEL PANEL LONGSPAN LONGSFAN
HEAD FLASHING ARCH. PANEL JAMB JAMB FLASHING PANEL
FLASHING SELF-TAPPING JAMB FLASHING14 SELF TAPPING JAMB FLASHING
012 SELF-DRILL WALL FASTENER JAMB WALL FASTENER(2'0'O.0 )
FLASHING WALL FASTENER(2'0'O.C)
(1'-0' 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'-O'O.C ) FASTENER(2'0"O.C.) FASTENER(ZO'O.C.)
SECTION A-W
SECTION 'B-b' SECTION 'B=B SECTION 'S-B' SECTION'B=B' SECTION 'E;-!5
(SECTION (d ARCH.PANEL) (ALT FLASHING LOCATION) (ALT FLASHING LOCATION) (SECTIONQ LS. PANEL) (ALT FLASHING LOCATION)
CIE INSIDE JAMB FLASHING FDJ6-12'-112 NOT INCLUDED
IN STANDARD TRIM PACKAGE MUST BE ORDERED
SEPARATELY.
_ SCALE: DATE
DRAWN(7V EUFAULA -'S" j" ALABAMA
3 REDRAWN LW T G 10B4 OVERHEAD DOOR FLASHING DETAILS _
1 2 �� NFRAI I W N.Ml H, R4 lmF"II.BY ILONGSPAN & ARCHITECTURAL PANELS
'r- -- - - -- -C DESIGN APP'D dY --�-- -- FLY NV
1 C;_NtRAL �W 1.1 M_ 2-83 DRAWING,OD-3 3
I NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO REVISIONS MADE CK'D.DATE IUUE _lE' z-e� NUMBER '
RIGID FRAME RAFTER
—RbSID F RA�IE RAF I FR �
RIGID FRAME COLUMN RIGID FRAME COLUMN
RIDGE RAFTER RIGID FRAME RAFTER
A325 BOLTS
A325 BOLTS
A325 BOLTS
�A325 BOLTS
NOTE: NOTE: NOTE: NOTE.
SEE FRAME CROSS 'SEE FRAME CROSS SEE FRAME CROSS SEE FRAME CROSS
SECTION FOR QUANTITY SECTION FOR QUANTITY SECTION FOR QUANTITY SECTION FOR QUANTITY
AND SIZE AND SIZE AND SIZE AND SIZE
1 HAUNCH CONNECTION 2 HAUNCH CONNECTION 3 BOLTED RIDGE CONNECTION 4 BOLTED SPLICE CONNECTION
S1 LRF, RF, LSS BUILDINGS GC,LP2,LP4, SSF BUILDINGS 51 ALL BUILDINGS 51 ALL BUILDINGS
RIDGE RAFTER
RAFTER
i
I
INTERIOR COLUMN
RIGID FRAME COLUMN
I A325 BOLTS ' — BASE PLATE
I I � H
A325 BOLTS I NOTE s
SEE FRAME CROSS
NOTE I SECTION FOR QUA,ITITY
I AND SIZE a I i � a•. �� ii;
SEE FRAME CROSS INTERIOR COLUMN I I e
SECTION FOR QUANTITY INTERIOR COLUMN
AND SIZE °
ANCHOR BOLT (SEE ANCHOR BOLT ANCHOR BOLT (SEE ANCHOR BOLT
PLAN FOR SIZE AND QUANTITY) PLAN FOR SIZE AND QUANTITY)
5 FRAME DETAIL AT 6 RIDGE DETAIL AT 7 BASE DETAIL AT g BASE DETAIL AT
S1 INTERIOR COLUMN S1 INTERIOR COLUMN 51 EXTERIOR COLUMN 51 INTERIOR COLUMN
EAVE STRUT
12
PURLIN S1 \ EAVE STRUT
PURLIN or BY-PASS GIRT
EAVE FRAME BRACE
FRAME BRACE —T Pl:,O
IZOx 1eA325 BOLT
WITH WASHER (TYP
'ZO x1a A325 BOLTSWITH WASHER
RIGID FRAME RAFTER •x tea A225 BOLT EAVE FRAME BRACE WITH WASHER 5 BOLT• SHER;6x1 A325 BOLT
WITH WASHER A325 BOLTS SPLICE PLATE
FRAME BRACE
O COLUMN
z Ox to A325 BOLT S1 NOTE
WITH WASHER } NOS E FRAME CROSS SEE FRAME CROSS
SECTION FOR QUANTITY SECTION FOR QUANTITY
RIGID FRAME RAFTER AND SIZE AND SIZE
9 FRAME DETAIL 10 SECTION THRU FRAME 11 EAVE FRAME BRACE DETAIL 12 SECTION HAUNCH
S1 AT FRAME BRACE S1 AT FRAME BRACE S1 j S1 AT EAVE FRRAMAM E BRACE
t- SCALE DATI —EUfAUTA ALA8AM11
j - I CHEC•IECBY SECTIONS AND DETAILS _
!� DESIGN APP'D 8v ! DRAWING nEv.�5
c fl C�
KE4 SONS mAL)E K D.•DATL 'VO. K �—
''-LUj REVISIONS .. �CK'DjDAI •�'vOE -- - � - + IL j III I �cV�SiONS '.K-D; ,�E :
R
.xw4 r.-�aw.+We'wWM
12(bX14 A325 BOLTS 3aOX 2"A325 BOLTS
8E�VE WITH WASHER t4Y � 80LT —�
STRUT 2�d)X 1a A 325 BOLT
u I '
Y I 1
1
YI II
dl II
I 11 CORNERCOLUMNEAVE
RAFTER (SHOP SPLICE)ENDWALL ENDWALL RAFTER
RAFTER RAFTER SINGLE OR DOUBLE
SINGLE CHANNEL, DOUBLE CHANNEL` � 1
RAFTER l RAFTER / CHANNEL RAFTER /
1 2 3 q
s3 CORNER COLUMN s3 ENDWALL RAFTER S3 ENDWALL RAFTER 53 ENDWALL RAFTER
CONNECTION DETAIL SPLICE DETAIL SPLICE DETAIL RIDGE DETAIL
i2j)X11 A325 BOLTS
S'EAVE WITH WASHER
STRUT--,,,,, 1OEA
4325 BOLTS
3q�X2'A325 BOLTS 3;TX2"A325 BOLTS 3q�X2'A325BOLTS
ENDWALL INTERIOR
COLUMN
COLUMN
__- - ENDWALL ENDWALL INTERIOR ENDWALL i CLIP-ICC- 2
ENDWALL INTERIOR RAFTER ----`--- RAFTER 1
CORNER COLUMN i (SINGLE CHANNEL, COLUMN i (RAFTER
CHANNEL, I ;
COLUMN (RAFTER J 11 RAFTER J
(WIDE FLANGE) i I ; ; RIGID FRAME
I I COLUMN CLIP ICOLUMN CLIP ENDWALL RAFTER
(SHOP WELDED) , , (SHOP WELDED) I i1
I;
4
-41-
5 6 7 s3
r 53 CORNER COLUMN s3 ENDWALL INTERIOR COLUMN s3 ENDWALL INTERIOR COLUMN 53 ENDWALL INTERIOR COLUMN
CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL
GIRT CLIP ENDWALL INTERIOR GIRT CLIP —ENDWALL INTERIOR GIRT CLIP —ENDWALL INTERIOR
F-=__-__- --- GC-1L ,COLUMN GC-1L COLUMN GC-1LJ COLUMN
3gmX2�A32580LTS (SINGLE CHANNEL) (DOUBLE CHANNEL\ (WIDE FLANGE)
R COLUMN `COLUMN /
GC-1 GC-1R GC-1R
j ------— __—F= _— —-— —
ENDWALL INTERIOR ---
COLUMN -0 Ilk-
ENDWALL
-------- RAFTER
(WIDE FLANGE) _J
COLUMN CLIP �2�X1�q A307BOLT GIRT —�zmX1gA307BOLT GIRT L 1zmX11gA307BOLT
GIRT
(SHOP WELDED) WITH(2)WASHERS WITH \ WITH(2) WASHERS
GIRT EXTENSION \ GIRT EXTENSION
I ' ANGLE GEL-1 GIRTEXTENSION
ANGLE GEA-1 ANGLE GEA-1
9 10 11 12
S3 ENDWALL INTERIOR COLUMN 53 GIRT CONNECTION DETAIL S3 %GIRT CONNECTION DETAIL S3 i GIRT CONNECTION DETAIL
CONNECTION DETAIL A
AT ENDWALL INTERIOR COLUMN T ENDWALL INTERIOR COLUMN AT ENDWALL INTERIOR COLUMN
SCALE- NONE HDATE
DRAWN BY R &D EUFAUTA �� ALABAMA
fia _ SECTIONS AND DETAILS
i DSf(_TION; I,889 .�.; crecnrnBr
1
_ I _C ,--
_ h Arr>D By
f
NO R£ViSiQNS- - MADE CK'D.DATE INO. REVISIONS MADECK ODATEfINOI REVISIONS �MIL�E .`P. .1.DATE ,( — II �� t NUM EFi S 3
o r.�.
�}.4
t—PURLIN PURLIN PURLIN PURLIN
C�
-- ----------
----- --- -- ----------
r A307 BOLT ` ------ ------___-_--�_--____--_-----
ENDWALL 1(DX1a LT ZQX1q A307 BOLTS t t"
RAFTER WITH WASHERS ENDWALL 2�X1 q A307 BOLTS
ENDWALL WITH WASHERS WITH WASHERS ��X11a A307 BOLTS
SINGLE CHANNEL RAFTER
RAFTER RAFTER DOUBLE RAFFTER L WITH WASHERS
(SINGLE CHANNEL
RAFTER ) �CHANNEL� (WIDE FLANGE)
RAFTER
1 2 3
4
sa PURLIN CONNECTION DETAIL Sa PURLIN CONNECTION DETAIL S4 PURLIN CONNECTION DETAIL sa PURLIN CONNECTION DETAIL
AT ENDWALL RAFTER ENDWALL RAFTER AT ENDWALL RAFTER AT ENDWALL RAFTER
PURLIN SIDEWALL
GIRT
j I COLUMN FRAME BRACE
COLUMN (FRAME BRACE 1.
( 12�X 1q A 307 BOLTS
SIDEWALL I SIDEWALL
GIRT �; CORNER GIRT �' CORNER WITH WASHERS
I I COLUMN �I I COLUMN CORNER
it
(WIDE FLANGE) i i' (ENDWALL
RAMS
-- — — -------- -- ---- — I i , ENDWALL
CORNER iI CORNER CORNER
GIRT CLIP GIRT CLIP GIRT CLIP
ENDWALL T"j) CGC-12X1q A307 BOLTS CGS 1
I CGC-1
RAFTER WITH WASHERS ' -- -------- ----' i i ----_--_------ I 1� ENDWALL GIRT
(RIGID FRAME) 1 X 11• d I I
2� 4 Id 12OX114 III I -- 2�X114
A307 BOLTS ;�; I I A307 BOLTS III I A307 BOLTS t —_----__---------
WITH WASHERS I ii ; WITH WASHERS Lj II i WITH WASHERS t
5 LENDWAL.L GIRT ENDWALL GIRT "
sa PURLIN CONNECTION DETAIL 5 8
AT ENDWALL RAFTER sa CORNER GIRT CONNECTION 9CORNER GIRT CONNECTION Sa CORNER GIRT CONNECTION
SIDEWALL
GIRT r ---- - .. CORNER
1 ,; CORNER
CORNER
COLUMN ENDWALL COLUMN ENDWALL COLUMN ENDWALL
GIRT EXTENSION GIRT CLIP CORNER RAFTER RAFTER Ik(Wl,,DE FLANGE)
ANGLE (GEA-1) GC-1L COLUMN �SINGIE CHANNEL \ DOUBLE CHA14NEL \ I /DOUBLEC CHANNEL)
RIGID FRAME RAFTER RAFTER I I 1 f
_ (GIRTS
ENDWALL WITH l RAFTER
INSET SIDEWALL////
CORNER '2y X14 A307 BOLTS WITH WASHERS i _-_----- - - - -
CGC-1GIRT 2LIP I Zl4 A325 BOLTS
I
ENDWALL EAVE i —12�X1q A325 BOLTS EAVE X11q A325 BOLTS
STRUT
GIRT EAVE i STRUT
STRUT
ENDWALL GIRT LINE ENDWALL GIRT LINE ENDWALL GIRT LINE
I
sa CORNER GIRT CONNECTION S EAVE STRUT CONNECTION EAVE STRUT CONNECTION Sa EAVE STRUT CONNECTION
TO CORNER COLUMN TO CORNER COLUMN TO CORNER COLUMN
6 _
I
-- — '--- MM� 10-84 'ALE .
4 DETAILS 1Q 11,12 4 SC
--- ---- -- --
` pF'AWN GY EUFAUI.A
3 r? r FCTIONS G.7Ng 9 I -- ---- i
SECTIONS AND DETAILS
i
b I --
.i b DRAWING C//�� -
REVISIONS !MhDF GK'U. DATC NO. REVISION_ MADE CK'D. DATE NO. REVISIONS k!i,DE C.K'D DATE ISSUE DATE' 4—$2 NUMBER 54 4 ,
,_..-,..�._..__ ..r _- -.. .- -'_._—--- --.__ -. � _. �w�n -_<, ..... .:_ �.. ..- .. .... _ .. —... »„:..n�-r -:+°N_ig^.'o.,,,.:;wx. '�.r,'�F;i e�:-,w,�el�aa�Ir •. -_ - -
- I
(
1'6" 1-11'z, 1-11'2�
---3— b—
I I I
I I I 1
I •
--- - - - iQ -Q -- - -- -- - --- -- ----'R -Q -------Q-� -- ---I -Q - -- --�_ -- 0- - - -�-� -- --i:-Q -- - - - - -- 'D---Q - --- ----- 9-�---
f PURLIN OR GIRT PURLIN OR GIRT LPURLIN OR GIRT
2 0+1+" A307 BOLTS z�' 1, A307 BOLTS z 0"1 i A307 BOLTS PURLIN OR GIRT
WITH WASHERS WITH WASHERS WITH WASHERS 'zm 1'4
A307 BOLTS
RAFTER OR COLUMN RAFTER OR COLUMN RAFTER OR COLUMN WITH WASHERS RAFTER OR COLUMN
55 PURLIN AND GIRT CONNECTION S5 PURLIN AND GIRT CONNECTION 55 PURLIN AND GIRT CONNECTION SS PURLIN AND GIRT CONNECTION
0'-6" LAP AT FRAME LINE 1'-9" LAP AT FRAME LINE -3'-0IL LAP AT FRAME LINE 3-11" LAP AT FRAME LINE
NOTE: 6-BOLT CONNECTION NOTE: 6-BOLT CONNECTION NOTE: 6-BOLT CONNECTION NOTE: 6-BOLT CONNECTION
COLUMN
GIRT CLIP(GC-1LR FOR 8'GIRTS) EAVE STRUT EAVE STRUT
'z m.1 4 A307 BOLTS (GC-3 FOR 912"GIRTS) PURLIN
WITFS WASHERS GIRT
(4)12"0-11"A325 BOLTS (4)z'9X12A325BOLTS
WITH tibASHERS
WITH WASHERS7 RAFTER
I
I
IF
EAVE STRUT PLATE
GIRT LGIRT EXTENSION ANGLE(GEA-1 FOR 8" GIRTS) (ESP-1) pt
(GEA-3 FOR 92 GIRTS) 7EAVE STRUT COLUMN RIDGE BRIDGING CLIP 2#12 FASTENERS
BRACKET EACH SIDE I 1
I 6 1
5 GIRT CONNECTION TO COLUMN 6 EAVE STRUT CONNECTION TO COLUMN EAVE STRUT CONNECTION TO COLUMN e DETAIL AT RIDGE BRIDGING CLIP
S5 GC, LP2,LP4 &SSF BUILDINGS 55 LRF, RF & LSS BUILDINGS S5 GC,L_P2 ,LP4 &SSF BUILDINGS S5-
III-3' 34
NOTE
TURN OF THE NUT METHS '
A METHOD FOR PRE-TENSIONING HIGH ,
STRENGTH BOLTS THE NUT 15 TURNED
FROM THE SNUG-TIGHT POSITION,CORRE- lz
j
SPONDING TO A FEW BLOWS OF AN IM-
PACT WRENCH OR THE FULL EFFORT OF
A MAN USING AN ORDINARY SPUD WRENCH, NUT HEAD
RIDGE BRIDGING CLIP BASE ANGLE FASTENER THE AMOUNT OF ROTATION REQUIRED BE-
(BY OTHERS) ING A FUNCTION OF THE BOLT DIAMETER A 307 MACHINE BOLT IP
AND LENGTH.
BASE ANGLE
C)
2-#12 SELF DRILL #12 FASTENE
-- FASTENERS — r ; 78
— -- PURLIN
RAFTER
325
/ ���—MANUFACTURERS
IDENTIFICATION
SYMBOL
NUT HEAD i
A 325 HIGH TENSILE BOLT WITH WASHERS
(BLACK FINISH)
5 PLAN VIEW RIDGE BRIDGING CLIP SECTION THRU BASE ANGLE (2s
~, 52 SECTION THRUPURLIN AT-ANTI_=ROL-L P5
ASTM A307,A 325 BOLT IDENTIFICATION LSS & SSF BUILDINGS.
_ 5 DETAIL 11 ! TM I^ try g41i
— 1.. _ DIIAWSCA�� DATE
- � FUf 4_IIA � i, ,rr �I.AOAMA
_ 4 REVISED SECTIONS 5 t3 9 I W. t I 4 84
— — - AN'NI -- SECTIONS AND DE IAII_S
).- ---- 3 _ ADC�f D NC.TE..B_REVISE (`T)55 T 1M t 8 r HcrKl h H� T
--------- --- I. _ �2 P t F I L _ --- ----
O REVISIONS MADE CK'D. OATt Nrl -- —' --..... --- —, _ _--...`.'—' ._' _�T i �� �j L'y II t .,..I. I vl.Ate ING —,
1 I CHANGED t tiUL L[I9v1!I _
�'," REVtSIONS MADE CK D DATE NO REVISIONS !MADE C•h' �) t7ATE�1 ISSUE DATE' 4-82 NUMBER �� 5 [.
a
Ar
SAG ANGLE TAB INSERTED INTO
KEY HOLE AND LOCKED INTO POSITION
EAVE STRUT BY TURNING AND BENDING TAB CABLE WITH GRIPS
' AT EACH END.
ROD BRACE
WEB OF COLUMN WEB OF COLUMN
SAG ANGLE OR RAFTER 1- OR RAFTER
I
jBEVEL WASHER BEVEL WASHER i
-12 HEX HEX FASTENERS
. HEX NUT ���� EYE BOLT HE, I:Uf
PURLIN -
SAG ANGLE CUT WASHER CUT WASHER
' 1
• SAG ANGLE CONNECTION TO EAVE STRUT 56 SAG ANGLE CONNECTION TO PURLIN S6 CABLE BRACE 8 ROD BRACE
56 `
i
RIGID FRAME COLUMN
EAVE STRUT
TURN BUCKLE
BENT ROD PORTAL COLUMN `
'RIGID FRAME COLUMN
\ z�xi a+A325 BOLTS I im x1�i A325 BOLTS I
CUT WASHER _ __ 'z m X11 A 325 BOLTS IZ m x 1; A 325 BOLTS
�4
HEX NUT ——— — —— ——— WITH WASHER
� I i FIELD DRILL - I
FIELD DRILL I
I
BENT ROD
i
Bf1141gL j I I PORTAL
COLUMN I
HEX NUT CUT WASHER PORTAL COLUMN I II
WEB OF COLUMN OR RAFTER I I I -PORTAL BEAM
COLDUM FRAME I f I 3dmxYA325,BOLTS
I II i �1
1 � 1
5 BENT ROD 6 BEAM TO COLUMN CONNECTION SECTION THRU PORTAL COLUMN 8 SECTION THRU PORTAL COLUMN
56 S6 PF-2 PORTAL FRAME S6 BY-PASS GIRTS s6 INSET GIRTS
EAVE STRUT q" EAVE STRUT
A 325 H.T. BOLTS PORTAL FRAME
GIRT CLIP
— — — — — — — -- — — — CP-18 II 2oxl,,A325 BOLTS—\
I ,m x 1's"A 325 BOLTS SI DE W'kLL GIRT
FIELD DRILL I PANEL CLIP
1zcbxl'4A307BOO)TSW/WASHERS
PIPE BRACE . � IBOLTS AT!3 POINTS
I FIELD GRILL
II I PORTAL COLUMN /, �\ �� PORTAL RAFTER--,,,,, 24•
I) I RIGID FRAME COLUMN
II
I I I PIPE BRACE) Z�x 1 1s+A 325 H.T. BOLTS COLUMN I I SIDEWALL GIRT
CLIP —
i .
PORTAL I II RIGID FRAME COLUMN
� COLUMN
9 10 '�, / 11 12
Ss PIPE BRACE
TO PORTAL RAMONNECTION PIPE BRPFE CONNECTION
IONRATOEEAVE STRUT S6; GIRT CONNECTION TO PORTAL COLUMN 56 PF-2 PORTAL BEAM CONNECTION
TO EAVE STRUT
SCALE. DATE
��" __•— — — —_ - EUFAULA ALA8,,A
- ._-.. _. D17AWN B�'
1 3 REVI Fn cr �+. P. q �
- --- - + -- - — — CT I c
S E ON a �'.^,i� DE
Y
Nq. REVISI{}N5 MAD CK'D�(7Cif_iN01 RCViSIONS h1Av!i rrK'D(DATE NO. REVISIONS16RF.!_,E_ �K U IU.ITE ISSUE GP,TE.
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7
COLOR-FIXX ROOF FASTENER COLOR-FIXX ROOF FASTENER
(I O C OGUTTERROOF 6STENER (I PER GUTTER STRAP)
COLOR-FIXX ROOF FASTENER 14 SELF-TAPPING STD. 14 SELFI T ROOF FASTENER COLOR-FIXX ROOF FASTENER
12 SELF-DRILL-OPT 14 SELF-TAPPING STD.
•14 SELF-TAPPING STD. '12 SELF-DRILL OPT. I4 SELF-TAPPING STD.
'I125EL F-DRILL OPT. (8 PER PANEL) �'12 SELF-DRILL OPT.
ST*HNNG SEAM PANEL STANDING SEAM PANEL-- (8 PER PANEL) STANDING SEAM PANEL
STANDING SEAM PANEL-7 (e PER PANEL) (8 PER PANEL)
j #12 HEX HEAD FASTENER(2 PER #12 HEX-HEAD FAST NER (2 PER #12 HEX-HEAD FASTENER #12 HEX-HEAD FASTENER(2 PER
CLOSURE) STANDING SEAM CLOSURE) (2 PER CLOSURE) CLOSURE)
METAL CLOSURE STANDING SEAM G SEAM Z—
MTETALN CLOSURE
(SSMC-I) METAL CLOSURE MASTICS 1 + '' (SSMC-I) 3/4'z3% k.
MASTIC"., ,f, GUTTER CLIPS MASTIC ,�,{� (SSMC-I)
3/4'z3/16_ 3/4x3/I GUTTER STRAP. r _ -
�- _ 3=0" 0.C. 3'0. - T� �r
3/4z3/1641 /P 6\ .
STANDING SEAM -- - - � a
METAL CLOSURES
(SSMC-I) /: / DELUXE J
! INSULATION L DOUBLE-SIDED TAPE EAVE FLASHING i /L
EAVE TRIM '-DOUBLE-SIDED TAPE(BYOTHERS EAVE TRIM DOUBLE-SIDED TAPE INSULATION DOUBLE-SIDED TAPE
(OPTIONAL)
(BY OTHERS) EAVE TRIM - . (BY OTHERS) INSULATION i (BY OTHERS) INSULATION
�I2- SELF-DRILL COLOR-FIXX •14xZ/4'HEX- \1 12-SELF-DRILL COLOR-FIXX I #12- SELF-DRILL COLOR-FIXX
WALL FASTENER ID'0.C. 12- SELF-DRILL R 1'-0*0.C
HEAD SELF-TAP- WALL FASTENER 1-0' 0.C. ,
EAVE STRUT PIN=FASTENER WALL FASTENER I'-0'0.C. , WALL FASTENER 1=0'0.C.
_ - - - EAVE STRUT ..-,.� EAVE STRUT , EAVE STRUT
OUTSIDE CLOSURE STANDARD
14z3/4 O
COLOR-FIXX GUTTER- OUTSIDE CLOSURE FLANGE BACK , OUTSIDE CLOSURE OUTSIDE CLOSURE
WALL FASTENER (OPTIONAL) GUTTER-- (OPT)ONAL)
14x3/4'COLCR FIXX '14x3/4COLOR-FIXX
I-0'0.C. *14x3/4COLOR-FIXX WALL FASTENERI-0'OC.-- WALL FASTENER
WALL PANEL WALL FASTENER 1=0" 0.C.
INSULATION 0-0' 0.C. INSULATION WALL PANEL INSULATION WALL PANEL INSULATION
WALL PANEL
BLDG'S FLGE.BACK
SLOPE GUTTER
a TO 12 BG-1 -
2 TO 12 BG-2
1 TO 125 B -3
4 TO 12 BG-4
SECTION AT EAVE EAVE DETAIL WITH STANDARD GUTTER EAVE DETAIL WITH FLANGE BACK GUTTER EAVE DETAIL WITH DELUXE EAVE FLASHING
SS-1 SS-1 SS-1 SS-1
NOTE NOTE: NOTE: NOTE:
FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5.
FOR CUTTER CLIPS MARK NO. SEE CHART ON SHEET SS-5, FOR GUTTER STRAPS MARK NO. SEE CHART ON SHEET SS-5.
COLOR-FIXX ROOF FASTENER
COLOR-FIXX (I PER GUTTER CLIP) COLOR-FIXX ROOF FASTENER
RO^?F FASTENER (I PER GUTTER STRAP) COLOR-FIXX ROOF FASTENER
14 SELF-TAPPING STD. COLOR-FIXX ROOF FASTENER COLOR-FIXX ROOF FASTENER "14 SELF-TAPPING STD. 1
r 12 SELF-DRILL OPT. STANDING SEAM PANEL '14 SELF-TAPPING STD. 14 SELF-TAPPING STD. *12 SELF-DRILL OPT.
STANDING SEAM PANEL (8 PER PANEL) -] *12 SELF-DRILL OPT, STANDING SEAM PANEL `12 SELF-DRILL OPT. STANDING SEAM PANEL-, (8 PER PANEL)
�-#12 HEX-HEAD FASTENER l -(8 PER PANEL ) �.' 18 PER PANEL) 1 #12 HEX-HEAD FASTENER(2PER
(2 PER CLOSURE) ' �#12 HEX-HEAD FASTENER(2 PER # 12 HEX-HEAD FASTENER(2 PER CLOSURE)
CLOSURE) / CLOSURE)
STANDING SEAM
METAL CLOSUREy, STANDING SEAM I (SSMC-I) (SSMC-I) / HERMAL SPACER
(SSMC-I) METAL CLOSURE -- d STANDING SEAM �C,. THERMAL SPACER- STANDING SEAM ='r _
-THERMA S C R MASTIC 3/) ,. 6" - T METAL CLOSURE ---- METAL CLOSURE ,
• HERMAL SPACER MASTIC 3/4"x 3/16'�
_ I
z;l �---- - -
MHSTIC 3/4z 3/16"•-` -. ® �.�� „ —�--- � .._ MASTIC 3/4'z 3/16�'-- -
1 to c' -)� GUTTER STRAP ' I THERMAI_ SPACER l
_ - i3 Y - (3,0* O.C.) / i
INSULATION HEx-HE_D ? EAVE TRIM-
12-HEX-HEAD FASTENER 1'-O'O.C. S F-T1�PI G �_� Zk
SELF-DRILL EFAST_"ER -� EAVE TRIM ---- H_X T NER SULATION
' - 12- � -HEAD FAS E IN
THERMAL SPACER `x 12-HEX-HEAD FASTENER INSULATION �# _ \ I''-0"0.C.
COLUR-FIXX WALL FASTENER GUTTER I2-HEx-HEAD FASTENER INSULATION -12- SELF-DRILL COLOR-FIXX
EAVE TRIM - I'-O 0.C. TANDARD I=0"0.C. _ 1_0 0.C. DELUXE CJPS _ EAVE FLASHING WALL FASTENER 1=0' O.C.
GUTTER 3O'O.0 �12- SELF-DRILL COLOR-FIXX
OUTSIDE CLOSURE PTIONAL) i - WALL FASTENER 1-'0' O.C. -'TI2- SELF-DRILL COLOR-FIXX (OPTIONAL)
;14x 3/4"COLOR-FIXX THERMAL OUTSIDE CLOSURE FLAG 0 TER 1 WALL FASTENER 1-'0'O.C.
WALL FASTENER SPACER EAVE TRIM-- I (OPTIONAL) i -OUTSIDE CLOSURE *14x3/4'COLOR-FIXX OUTSIDE CLOSURE
I'-0" 0.C.--� I , WALL FASTENER 1=0'0.C.
'a '14x3/4'COLOR-FIX X ' Ax3/4"COLOR-FIXX I
WALL PANEL - - WALL FASTElER i WALL FASTENER 1'-O.O C. WALL PANEL— --- EAVE STRUT
—EAVE STRUT 1'-0' O. C.
EAVE STRUT
WALL PANEL - WALL PANEL
INSULATION INSULATION EAVE STRUT INSULATION
INSULATION BLDG'S FLGE BACK ,
SLOPE GUTTER
TO 12 BG - 8
2 TO 12 e -2
SS 1 SS-1 SS 1 1 TO 12 BG 3 SS-1
4 TO 12 BG 4
SECTION AT EAVE WITH THERMAL SPACER EAVE DETAIL WITH STANDARD GUTTER EAVE DETAIL WITH FLANGE BACK GUTTER EAVE DETAIL WITH DELUXE EAVE FLASHING
AND THERMAL SPACER AND THERMAL SPACER AND THERMAL SPACER
NOTE NOTE NQTE'. NOTE:
FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5 FOR FLASHING MARK NO. SEE CHARTON SHEET SS-5. FOR F'_ASHING MARK NO SEE CHART nN SHEET SS-5, FOR FLASHING MARK NO SEE CHART ON SHEET SS-5.
FOR GUTTER CLIPS MnRK NO, SEE CHART ON SHEET SS-5. FOR :• 'TIER STRAPS MARK NO. SEE CHART ON SHEET SS-5,
_ 3 GENERAL REVISION (W N £ it SCALE NONE-- — — -- -- -- -;I STANDING �['A0.,a I
4. 2 GENERAL REVISION -- --- ---_-
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--REVISION --- -
1 .GENERAL REVISION )w — DRAWING — -- — "`
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«14 x3/4" COLOR-FIXX STANDING SEAM CAULK 14 z 3/4' I
MASTIC 3/4'x 3/16" ROOF FASTENERS SSCK-I COLOR-FIXX ROOF FASTENERS
UPPER STANDING SEAM RAKE FLASHING
I'-6' CN CENTER r PANEL (1'-6'ON CENTER) (SRF-I) RIDGE FLASHING
AUXILIARY RAKE STANDING SEAM CUP FASTENERS MASTIC 3/4'x3/16'
\ FLASHING SEAM CLOSURE
I STANDING SEAM PANEL SC-0
CARE-1) PANEL CLIP
RAKE FLASHING COLOR-FIX% COLOR FIX% ROOF FASTENER (SSEC-I OR *14z3/4"
ROOF FASTEN€RS STANDING SEAM PANEL CLIP 14 SELF-TAPPING FASTENER STD. SSEC-2) STANDING SEAM COLOR-FIXX ROOF
(SRF-I ) O'-6 OC ER STANDING
I IN SSEC-2) i "12 SELF-DRILL FASTENER OPT. i ----- CLIP FASTENER STANDING SEAM PANEL MASTIC 3/4"x3/16" FASTENER(12" D.C.)
LOWER STANDING SEAM PANEL
5x3x16GA.
GABLE ANGLE
(GA-I) WALL
5 x3 x 16 GA. GABLE ANGLE FASTENER
(GA-I) INSULATION ! 1
,A r
SIDE CLOSURE � +>
WALL FASTENER LAP STIFFENER l
(SSLS-I)
•14 WALL FASTENERS \�\ STANDING SEAM METAL CLOSURE0-0" ON CENTER II RE-C STRI STIC ALL FASTENER (SSMC-0)OUTSIDE CLOSURE L� INSULATEONT STRIP 0' ON CENTER) STANDING SEAM STANDING SEAM PANEL CLIP
ORT FLASHING CLIP FASTENERS SSEC-I OR SSEC-2
RAKE SUPPORT FLASHING --- LAP STRAP -- (RSF-I)
(RSF-I) SSLS•2 L RIDGE SUPPORT FLASHING
PURLIN PURLIN (RJF-1)
WALL PANEL
WALL PANEL INSULATION PURLIN
_ L4-"12 HEX-HEAD FASTENERS
? - INSULATION 2-014 HEX-HEAD FASTENERS
i
i
LAP DETAIL _
RAKE DETAIL AT ENDING ENDWALL�. STANDING SEAM PANEL END A RAKE AT STARTING ENDWALL DETAIL AT RIDGE -.
1 2 3 4
55-3 SS-3 SS-3 SS-3
#14 COLOR-FIXX
ROOF FASTENER 12 O.G.
MASTIC 3/4"x 3/16' .i
/ HIGH SIDE DELUXE EAVE q
COLOR-FIXX STANDING SEAM FLASHING
i ;
ROOF FASTENER PANEL
» - STANDING SEAM
14 SELF-TAPPING STD.
WALL PANEL •12 SELF-DRILL OPT � METAL CLOSURE STANDING SEAM PANEL
I
MASTIC 3/4"x 3/I6" INSULATION ROOF TO WALL FLASHING '
I (FSF-B) WALL PANEL SSMC-0) CLIP SSEC-I ORSSEC-2
INSIDE CLOSURE � �I
•14x3/4'COLOR-FIXX 1—WALL PANEL 1 COLOR-FIXX ROOF FASTENER
ROOF FASTENER(12' 0.C.)-� \ RIDGE SUPPORT 1 I 0'-6" ON CENTER � I
ROOF TO WALL FLASHING \ / FLASHING (RJF-1) INSIDE CLOSURE
STANDING SEAM METAL �\ / WALL FASTENER I MASTIC WALL FASTENER O SEAM
I CLOSURE
CLOSURE (SSMC-0) `� (12" O.C.) i MASTIC 3/4'x 3/16' 3/4"x3/16" __C_ 112" O.C.) SC-0 i
GIRT WALL FASTENER(12'O.C.) i METAL CLOSURE(SSMC-1) _ d9
STANDING SEAM PANEL CLIP
STANDING SEAM 6 V4(GA- )
(SSEC-2) MASTK: 3/4"x 3/16' (Y
i PANEL (GA-3)
GIRT STANDING SEAM �h I STANDING SEAM
- 12 HEX-HEAD '1 LAP STIFFENER
1 PANEL j ✓ FASTENERS 2 PER �', I.��' ') STANDING (SSLS-I) I,
(� PURLIN TO ATTACH _ SEAM CLIP
STANDING SEAM �—WALL FASTENER ANGLE
PANEL - (12"0.C.) \ FASTENERS Qw
WALL
BLANKET 4#12 HEX-HEAD FASTENER
MASTIC I INSIDE CLOSURE INSULATION
BLANKET 3/4"x3/16" 'I -------- ----------
INSULATION ��THERMAL WALL PANEL 2 HEX-HEAD FASTENER FASTENERS I
2-R14 HEX-HEAD I
SPACER - (2 PER SSMC-I) BLANKET INSULATION PURLIN FASTENERS INSULATION
(OPTIONAL) INSULATION
FLASHING (INSULATION SUPPORT) -
PURLIN EAVE STRUT HIGH SIDE EAVE STRUT L14 WALL FASTENER
4-"12 HEX-HEAD FASTENERS VALLEY GUTTER (1'-0'ON CENTER)
2-014 HEX-HEAD FASTENERS I OUTSIDE CLOSURE
WALL FASTENERS I
WALL PANEL
1
I
ROOF TO WALL DETAIL VALLEY GUTTER DETAIL ROOF TO WALL DETAIL EAVE DETAIL AT HIGH SIDE
SS-3 SS-3 SS-3 SS-3 9
I
SCALE NONE DATE
--_---- 2 GF N RAL ------- _—--- A M M h1� R 4� HI
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AND
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1 (I PER GOITER CLIP) It PER GUTTER STRAP)
COLOR-FIXX ROOF FASTENER
COL614 SE ROOF FASTENER COLOR-Fl-T ROOF FASTENER COLOR-FIXX ROOF FASTENER
R11 SELF-TAPPING STD. 0
14 SELF-TAPPING STQ `, STANDING SEAM PANEL� �ftM SELF-TAPPING STD. � •I4 SELF-TAPPING STD.
Al2 SELF-DRILL OPT.
♦1- SELF-DRILL OPT. STANDING SEAM PANEL (a!PER PANEL) R1E IS PER PER E STANDING SEAM PANEL 0
72[SB P£RDPANEL)ILL OPT
STANDING SEAM PANEL—T (B PER PANEL) - -' =12 HEX MEAD FASTENER
t /!/ •12 HEX NE A;PER
1
2 PER CLOSURE) i 2(2EIPER4CLOSUREE)ER 42 PEN CLOSURE) •12 HEX HEAD FASTENER
Y I `
(2 PER CLOSURE)
' ST1 NpING SEAM
STANDING SEAM 1 METAL CLOSURE STANDING SEAM
MASTIC 314'x 3/% METAL CLOSURE (SSMC-I) ( METAL CLOSURE
MASTIC 314a31tfi MASTIC 3/1•x 3/ifi I MASTIC 3/4 a31%
�t ISSMC-1) 1 �- / !SSMC•()
I 1 GUTTER STRAP r � � J
1 GUTTER CLIP 3-O.O.C. 1 STANDING SEAM —
7-0"O.C- DELUXE EAVE FLASHING
-
META) CLOSURE S tSPET- I (OPTIONAL)
I SSMC_!) EAAVEC TRIM(SP /
EAVE TRIM INSULATION •14x314 HEX HEAD I DOUBLE-SIDED TAPE /
I LOUBLE
INSULATION SHADOW PANEL L INSULATION INSULATION
(SHADOw)PANEL -SIDED TAPE FASTENER CAP FLASHING I DOUBLE-SIDED TAPE I IBV OTHERS)
(BV OTHERS) I I LDOUBLE-SIDED TAPE (8T OTHERS)
CAP FLASHING I EAVE TRIM I tSMCF-2) (BY OTHERS) SHADOW PANEL
.-SHA DDW PAN (SPEC- ) I� SH400W PANEL I SHADOW PANEL SHADOW PANEL
WALL FASTENER
LSHCF- WALL FASTE ERS I I 121 ALLLF DRILLER I I •12.� SELF-DRILL CAP FLASHING ' •12z1•SELF-DRILL
2) I I SHApOW PANEL • WALL EL F-ENER ISHCF 2)
HEX SELF-DRILL HEX MEAD WITH NUT
HEX HEAD WITH NUT CAP FLASHING I HEx HEAD WITH NUT HV- HEAD wltN NUT
�{1 I •,, � 1'.4•C C (SHCF-2) I i-f'OC. / ; 1'-4'O.0 I 1'-4'O.C.
*7H•COLOR FIXX / I STANDARD Gl1TTER I ZFLANGE BACK GUTTER I I
WALL FASTENER (OPTIONAL) I ( •14x714'COLOR-FIXX
I (OPTIONAL)
1'-O' O.C.---� I •WALL COLOR-Flxx I • WALL FASTENER
EAVE STRUT WALL FASTENER 14X31 DAS OR-COLOR i,I ��EAVE STRUT i'-0' O C j
t'-O'O C I EAVE STRUT WALL FASTENER EAVE STRUT
SHADOW PANEL--- -- I I SHADOW PANEL I i-0. O C I SHADOW PANEL I '
SHADOW PANEL BLDG'S FLGE.BACK
SLOPE GUTTER
4 TO 12 SPFBG'1
TO t2 SPFBG-2 5
1 TO 72 SPFBG-3
i
1 2 3 4 TO 12 SPFBG-4
4
• SS-6 SS$ SS-6 Ssf
_S_ECTION AT EAVE EAVE DETAIL WITH STANDARD GUTTER EAVE DETAIL WITH FLANGE BACK GUTTER EAVE DETAIL WITH DELUXE EAVE FLASHING
"C)R SHADOW PANELS FOR SHADOW PANELS FOR SHADOW PANELS FOR SHADOW PANELS
NOTE' NOTE: NOTE NOTE
FOR FLASHING MARK NO SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5.
FOR GUTTER CLIPS MARK NO. SEE CHART ON SHEET SS-5. FOR GUTTER STRAPS MARK NO. SEE CHART ON SHEET SS-5.
� 1
COLOR-Flax ROOF FASTENER COLOR-Fix% ROOF FASTENER
(1 PER GUTTER CLIP) (1 PER GUTTER STRAP) i
COLOR-FIXX ROOF FASTENER COLOR-FIXX ROOF FASTENER �- COLOR-FIXX WX)F FASTENER COLOR-FIXX R')OF FASTENER
•14 SELF-TAPPING STD. STANDING SEAM PANEL STANDING SEAM PANEL •14 SELF.TAPPING STD. Mid SELF-TAPPING STD.
14 SELF-TAPPING STD. -12 SELF-DRILL OPT.
STANDING SEAM PANEL / •12 SELF•ORILL OPT. .•12 SELF-DRILL OPT. •12(eE LERDANEL)RILL OPT - STANDING SEAM PANEL- (R PER PANEL)
(B PER PANEL-) - - ' °
• (B PER PANEL) /s 7 .
•12 HEX HEAD FASTENER I /
(2 PER CLOSURE) •12 HE''X HEAD FASTENER •12 HEX HEAD FASTENER
l2 PER CLOSURE) (2 PER CLOSURE) „ / •12 HEX HEAD FASTENER
STANDING SEAM 'f (2 PER CLOSVR
METAL CLOSURE - _ �-THERMAL SPACER STANDING SEAM - - -
(SSMC-1) - - METAL CLOSURE T ERMAL SPACER STANDING SEAM STANDING SEAM _ c THERMAL SPACER
Y - - (SSMC-I) r METAL CLOSURE �•..ca METAL CLOSURE
THERMAL SPACER 1
_ MASTIC 3/4 X 3/76• I -- (SSMC-I)' �._��i (SSMC-1)
MASTIC 314.3116 _L GUTTER CLIP 3-0"OC. 1 M4�5TIC 314•x 7/1G - MASTIC 314-x3116-
Im—
L GUTTER STRAP / 1
•12 HEX HEAD FASTENER (7.0 O C.l THERMAL SPACER
1.0'ON CENTER INSULATION r14x3/4 HEX HEAD THERMAL SPACER EAVE TRIM L'lF TE MEAD
•12 HEX HEAD FASTENER !TSET- )
•12 HEX HEAD FASTENS FASTENER
SHADOW PANEL -' I I FASTENER - EAVE TRIM(TSET-) 1:0 O C LINS:)LATION
SHApOW PANEL I 1-O�ON CENTER INSULATION 1-O�OC. INSULATION
CAP FLASHING i WALL FASIENER SHADOW PANEL - I I�('.HUF-2) ( I •12 x1'SEIF-pRILL " ( SHADOW PANEL I I CAP FLASHING —SHADOW PANEL
SHADOW PAFAVE. It
NE CAP FLASHING
THERMAL SPACER EAVE TRW-r• I WALL FASTEN R _ I WALL FASTENER •12 x 1'SELF-GRILL
HEX MEAD WITH NUT
II STANDARD SHADOW PANEL ISHCF-2) L
Y.f'O C •12 al'SELF-GRILL •12 n1•SELF-DRILL I II
ISM CF-2) I DELUXE EAVE FLASHING
(T�E�.3�4.COLOR-FIXX I 'OPT ONAL) (SPET- ) (OPTIONAL) HE
MEAD WITH NUT
HEX HEAD WITH NUT I NE% HEAD WITH NU! ('-{ O.C.
WALL FASTENER i•4' C.G. I I 1=4'O.C.
1.O O C I THERMAL SPACER EAVE TRIM I FLANGE BACK GUTTER •14.14'COLDR-FIXX
IT ET- ) I I WALL FASTENER
SHADOW PANEL---- SHADOW PANEL CAP FLASHING (OPTIONAL)
EAVE STRUT - ISHCF-2) I •14X3/4 IX COLOR-FX 1 1 0 0 C.
WALL FASTENER I I I
�14 x314 COLOR-FIXX WALL FASTENER I HEAVE STRUT 1'•0. O.C. - -- I ` S14ADOW PANEL--A
I EAVE STRUT
i=0•O.C. I SHADOW PANEL------ I - I ii EAVE STRUT
SHADOW PANEL 1JL
BLOC'S FLGE.BACK
SLOPE GUTTER
4 TO 12 SPFBG-1
TO i2 SPFBG'2 8
5 6 1 TO 12 SPFB
SS-6 SS 6 SS 6 4 TO 12 SPFBG-4 55-6
SECTION AT EAVE WITH THERMAL SPACER
EAVE DETAIL WITH ` TANDARD EAVE DETAIL WITH FLANGE EAVE DETAIL WITH DELUXE
— GUTTER AND THERML L SPACER BACK GUTTER AND THERMAL SPACER EAVE FLASHING AND THERMAL SPACER
FOR SHADOW ,PANELS FOR SHADOW PANELS FOR SHADOW PANELS FOR SHADOW PANELS
,
G NQTE NOTE NOTE NQT i FOR FLASHING MARK NO. SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO SEE CHART ON SHEET SS-5. FOR rLASHING MARK NO. SEE CHART ON SHEET SS-5. FOR FLASHING MARK NO SEE CHART ON SHEET SS-5.
FOR GUTTER CLIPS MARK NO. SEE CHART ON SHEET SS-5. FOR GUTTER STRAPS MARK NO. SEE CHART ON SHEET SS-5
— ._.._. SCALE NONE DATE
3 GENERAL REVISION L A. Iv11 Ir r 3.83 °'A°"°` STANDING SEAM 1 I rL'r,tDLA
--..— — —-- ---- ---I� -- ;3 c
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GIRT
jr r-OPTIONAL DOOR GIRT
l-- -- - -- --- - —� ---- -- -- --- --
1 '12 SELF-DRILL
HEADER CLIP WALL FASTENERS
WALL PANEL -- — DOOR HEADER
�12 SELF-DRILL
WALL FASTENER
1'-0, O C SUB-JAMB I ,�
— GIRT 1
INSIDE CLOSURE /-JAMB CLIP NWDC-1 -__ '- - - - - - - - -
OPTIONAL DOOR GIRT / (USE ONLY AT OPTIONAL DOOR GIRT) \ \
J Lam! ` SUB JAMB* JAMB CLIP:NWDC-1
DOOR HEAD FLASHING
HF-3 FOR 3070 }
HF-4 FOR 4070 , /NON-HANDED JAMB
HF-6 FOR 6070
WEATHERSTRIPPING
OR CAULK DOOR HEADER OR
DETAIL AT OPTIONAL DOOR GIRT
NON-HANDED JAMB OPTIONAL DOOR GIRT
SECTION THRU WALK DOOR HEADER '
• BASE CLIP� L
e
3'-9" —►1
NOTE ASTERISK (*) INDICATES PARTS SHIPPED 2 3 0' 2'
IN DOOR FRAME PACKAGE CONCRETE FLOOR S-4, GIRT OPENING DETAIL
DOOR FRAMING LAYOUT
IMAJOR RIB(TYPICAL)
MAJOR RIB (TYPICAL)
ANCHORS (BY OTHERS) � t
I 34
BASE CLIP
(RAM SET OR LAG BOLTS BY OTHERS)
EDGE OF CONCRETE-\ 6
. 2 2
Il
258 258' �F BASE CLIP DETAIL
78. �a, 34 34.
DOOR JAMB - DOOR JAMB
3-54• 3-3
SUB-JAMB L
12 x 347 TYPE B SCREWS
#12x34 TYPE B SCREWS*12 SELF-DRILL
WALL FASTENER B-JAMB
2'-0" O.C.
N LIND RIVET 2'0"O.C,
<v �-LONGSPAN PANEL
JAMB FLASHING ADJF-'1
ARCHITECTURAL II PANEL
® BASE ANGLE END CAPS
DOOR OPENING IN ARCHITECTURAL II PANEL JAMB DL1'AILS MK' DBAC DOOR OPENING IN LONGSPAN WALL
(SCALE NONE I DATL
-- - -r-- DkAWN OV 5-8
z NON-HANDED WALK DOOR t"r '?j�- r AI AAAMA
2 GENERAL_REVISIO_N� IKE MMC 2-83 �CHF(KE-- E CTION DETAILS _-
IGN APf"U By f 1WIN,. y N.:
NO. REVISIONS MAUE CK'D DATE N ' REVISIONS MADE CK'D.DAT-E NO REVISIONS -MADE CK U. DA iE tvUME3ER WD 1
#12 x 34
. TYPE B SCREWS
I �
JAMB CLIP ' ;
I ;�� r , GIRT GIRT
X DOOR HEADER
S
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1
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h I I I I
1 ( I
I _ I
0. JAMB CLIP
DOOR HEADER* ----_____--' DOOR JAMB
'----- -I
• i I �',�� JAMB CLIP�
I #12 FASTENER
I r
OL\ ( TYPICAL)
b
• � .``\~~ #12x34"TYPE B SCREWS*
SUB-JAMB ' �
DOOR JAMB CORNER CONNECTION DETAIL SUB-JAMBS I
BASE CLIP
SUB-JAMB
DOOR JAMB
SUB-JAMB
DOOR JAMB `
INTERMEDIATE DETAIL
#12x34+ TYPE B SCREWS
,
t •
DOOR JAMB (� SUB-JAMB -
BASE CLIP
X. o �` BASE CLIP
ASSEMBLY DETAIL FOR NON-HANDED FRAME CONCRETE FASTENER
\0 � (BY OTHERS) ;
NOTE ASTERISK W INDICATES PARTS SHIPPED
IN DOOR FRAME PACKAGE ' BASE DETAIL
* #12 x3a TYPE B SCREWS
I SCALE NONE DATE
UPA'.NN A M 5 s2 NON-HANDED WALK DOOR EUPAUTA
_
- CHECKED BY J E D, G Ei2 ERECTION DETAILS
[E7511,N APP'0 HV.
9 DRAWINGNUMBER WD-2
NO REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D.DATE NO. REVISION S4ADL CK'D T6ATE