HomeMy WebLinkAbout0027 BODICK ROAD - PLANS (3) I
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A.B.C. JOB NO. -E=
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REACTION SCHEMATICS
REACTION TABLE (KIPS) .-.
LOAD DESC WIND A B C D
DL•LL 9.3 22.9 9.3 22.9 -
DUY_ LL R -6 1 -I I.9 3.6 -I0.9
C DL•WL< '. R-L 0 O 5.6 4.! 7./
��",► 1) LL•WL L-R 2.0 6.2 -1.6 9.ZZ
DL•LL•YL< R-L 8.2 i1.66 -3.7 12.8
@ D
COL LIMES. 2
M
"FRONT RIGID FRM COL REAR RIGID FIRM CDLil
CGL LINES- 2 _
MAX VERTICAL LL + DL E.W. REACTION �6'9 X
X� MAX.. VERTICAL L s L E.W. REACTION K.
V O
I� `I MAX. HORIZONTAL L'• L E.W. REACTION
2•t 1 3,4 �LL
X-RR ACING REACTiI]NS
'TWIND IRECT ION MAT BE !'
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r
,AV ®r 414,s
S
` 2 7 6, 5
�lSTF4 �4
1. THE BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY OR S. FOOTING SHOULD EXTEND A MINIMUM OF 6 INCHES INTO NATURAL B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOW- 12. ALL AMCMDR BOLTS SHALL BE ASTM A307.OR EDUAL IN ORDER TO ' /'L�.�,"•� NC��
LIABILITY FDR FOUNDATION. FLOOR. OR SLAB DESIGN OR SOIL. OR(MERE FILL IS USED. THE FILL MUST BE PROPERLY - ABLE BEARING STRESS OF.CONCRETE THAT HAS A MINIMUM COW- CONFORM TO THE BUILDING MANFACTURER S DESIGN ASSUMPTIONS
CONSTRUCTION. . C0 ACTED AND THE FOOTING SHALL EXTEND TO NATURAL GRADE. RESSIVE STRENGTH OF 3000 P.S.I..AT 28 DAYS. BASED ON ALLOWABLE STRESSES GIVEN IN TEE MANUAL OF STEEL cJfj,l i-
IN ALL CASES THE FOOTING SHOULD EXTEND AT LEAST 6 INCHES CONSTRUCTION. 8TH EDIT ION. A.I.S.C. 1980. SECTION 1.5.
2 THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO BELOW.THE LOCAL FROSTLINE• 9. UNLESS EXPLICITLY NOTED OTHERWISE. ALL EMBEDDED STRUCT-
THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOB URAL STEEL (INCLUDING ANCHOR BOLTS). OTHER MATERIALS. AND DESIGN LOADS ARE,
SITE.
6• ALL BOLTS SMALL.HAVE A 2 INCH PROJECTION (UNLESS NOTED)' LABOR SMALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. - 1.METAL BUi LOING DEAD LOAD (DU
FROM THE FINISHED CONCRETE EXCEPT 112.INCH DIAMETER BOLTS 2• (.30) PSF ROOF LIVE LOAD RU "
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AT DOORS WHICH SHOULD HAVE A PROJECTION OFT IMCH,PRO- TO•ANCHOR BOLTS SHOULD BE.AS SHOWN AND CALLED FOR. INCLUDING 3. (L/1 PSF WIND LOAD (WL)
AS THEY APPLY TO A PARTICULAR BUILDING AND MST BE AD E- JECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PROJECTION FROM CONCRETE. DIAMETER. AMU QUANTITY.
OUATE TO RESIST ALL CRITICAL COMBINATIONS FOR EACH.OF THE UNTIL ERECTION
p VAR)BUS LOADINGCONDITIONS. THESE REACTIONS REPRESENT THE - 11.90LT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBED- DESIGN COMBINATIONS AREA SCALEM NONE DATE NEW.B.EDFORQ,.'MUN.ICIPAL
MAX IMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATION. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE. LEVEL MENT INTO THE CONCRETE FOR THE BOND STRENGTH (WITH OR 1.DL :LL n AI RPORT „ .-
�'; AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A WITHOUT HOOKS) TO DEVELOP AT LEAST 15%OF THE ALLOWABLE 2. OL WL w�.-
!.REINFORCING BARS. WIRE MESH, ANCHOR BOLT SHEAR ANGLES. TOLERANCE O .- 1/16 INCH ON DIMENSIONS WITHIN THE GROUP TENSILE CAPACITY OF.THE BOLT. AND IN NO CASE SMALL THE 3. DLi4/CV LE DRAWN BY. /j,�Q -Z5 NEW BEDFORO,.MA` / >z.
TIE RODS. AN0/OR HAIRPINS (HOOK BARS) SHOULD BE INCORPOR- SPACING FDR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS LENGTH BE LESS THAN 20 TIMES THE BOIL DIAMETER UNLESS EUFAULA. ALABAnA
ATED AS REDUIRED INTO THE FOUNDATION DESIGN. COLUMN BASE .SHAH BE WITHIN•- i!B INCH. OTHERWISE NOTED. TMIESF.DESIGN LOADS AND COMBINATIONS ARE APPLIED CHECKED BYS. ( ,> SEACOAST. CONY RUCT YON CARP AMERI CAN J BUiLD INGS
HORIZONTAL THRUST ACTING IN CONJUNCTION WITH APPLICABLE IN ACCORDANCE WITX THE METAL BUILDING SYSTEMS EV.NO
VCRT)CAL REACTIONS. MUST BE SUSTAINED BY HAIRPIN. TIE - MANUAL. (MBMA! '$7 DESIGN APPD..BY DRAWING fj"r-!
ROD. BUTTRESSES. DR COMBINATIONS O THESE DR OTHER .NUMBER 21-8349-OI // [� O
DEPENDABLE MEANS.
. - BRADY, MINNIE STANDL 04/22/85 13.04.52
44.0 OUT TO OUT OF CONCRETE
21*0
\ EX)ST, O DG
21
g
f 22 Pk0.3ECTION GA)
P.NCNO)e BOLTS
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ANCHOR BOLT PLAN
SCALES NONE DATE NEW BEDFORD MUNICIPAL
AIRPORT
DRAWN BY- //Jg 413 85 NEW BEDFORD.MA. EUFAULA. ALASAHA
1 CHECKED BY. (,&kSEACOAST CDNTRUCTION CORP AnERICAN Bu1LDIN�s
DESIGN APPD.BY DRAWING Ev.NO
NUMBER 21-8349-01 r 0
BRADY, MINNIE STANDL 04/22/85 13,04-52
44'0 OUT TO OUT OF PURLTN LINE
10 1 2t•0 2 21'0 3 t`O - '.
U.N.Bitb-23.6 8216-23-6
TTP. TYP. U.N.
� EXIST, F3l-DG.
2HES28-22.0 2HES28-22.O -
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/ \ -
m
\ BC4-25.3 /
� r2E528-22.0 r2ES26-22.0 0
_max
ROOF FRAMING PLAN RFO1 , .
SCALES NONE DATE NEW BEDFORD'MUNICIPAL
AIRPORT DRAWN BY• //J/3 4 z3'S5 NEW BEDFORD,MA. EUFAULAALABAMA
CHECKED BY, SEACOAST CONTRUCTION CORP rE"
DESIGN APPD. BY .I DRAWING EV.NO
NUMBER ' 21-8349-01 E-1 0
BRADY, MINNIE STANDL 04/22/85 13-04,52
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FIELD LAP ROOF PANEL5 a EXIST aLDG.
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47'1015 CLEAR 1.01
:...-5;0'D OUT OF GIRT LINE TO EXIST, P_,LOC.
FRONT REAR
SPLICE BOLT TABLE
RIGID FRAME CROSS SECT.ION, CSOt
- '_ p
SPLICE OTY SIZE DEPTH FRAME LINE 2 _ pp ,{ OF ti -r
A 8 0.3/4 X 2_3/4 2'4 1/2 ','VyL
B 10 03/4 X 2 3/4 2'4 7/8
C 10 0 3/4 X 2 2'4 1/2 7 ��
k S
SCALE- NONE DATE NEW [;FVORD MUNICIPAL
Al RPu�i
DRAWN BY, 12W, r4 1.'.Z5 NEW BEDRURO;MA.
EUFAULA ".U.
ALA•AMA
CHECKED BY- SEACOAST CONTRUCTION CORF AM
DESIGN APPD BY DRAVING EY.NO
NUMBER ' 21-8349-DI E-2 0
BRADY. MINNIE STANDL 04.22185 13'04.52
r2ES26-22.0 f2E529-22.0
80-23-10
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EC-9101 RC-0101 J
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T.. 1.0 21'0 21'0 1•p.
44'0 OUT TO DUT OF GIRT LINE
SIDEWALL FRAMING ELEVATION SWOt
2ME x
' .� _ j 4• 521-22.i0 r2NEG26-22.0
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EXIST. BLOC. `\
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EC-9102 U
• 1'0 2110 2 0 1'0 41
.y3 3 v xtr 4' A
- S 44.0 OUT TO OW-OF GIRT:LINE I r,.`7a '',� 2
SIDEWALL FRAMING ELEVATION SW02TF
SCALES NONE DATE NFW REDFORD MUNICIPAL
- AIRF'DR1
DRAWN BY. 4 9 1 NEW BED1 ORD.MA.
fUPAULA ALA#AMA
CHECKED er SEACOAST CONTRUCTION CORP rAME
.. DE .. DRAWING EV.NO
NUMBER 21-8349-01 E-3 r 0
BRADY. MINNIE STANDL 04/22✓85 13,04.52
krt
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ER-9103 [RB-2R
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EC-9102 EC-9101 o w w u N n ry o w m b N n ry o
17 17 f7 17 h 17 A 17 N N + N N N IV N
BZ74-13.9 1/2 8
Z14-19.1 t214-1;50 1/2 a a TTP. U.N. TYP. U.N. TT►. U.M. a
a
g 14'4 20'0 141V g -
D c B " SHEETING 'PACKAGE—MK# SP-01
50'0 OUT TO OUT OF GIRT LINE
ENDWALL FRAMING ELEVATION AT FRAME LINE 1
< GABLE ANGLE GA-1 TYPICAL
i I 1 REC,j
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TYP. U.N. TTP...U.N. TYP. U.N.
B 14 4 20'0 14'4 gd� ;dy � ,��"`'•c. .
A A B O O
SHEETING PACKAGE MKu SP-01 a
50'0 OUT TO OUT OF GIRT LINE .A A
y4
ENDWALL FRAMING ELEVATION AT FRAME LINE 3.
GABLE ANGLE GA-1.TYPICAL
ION
t� �\
SCALEI NDNE DATE NEW HFDFORD MUNICIPAL
AI RpflHI
DRAWN BYE NEW FLDFORD.MA.
I??Pl L.+'" EUFAULA ALABAMA
CHECKED BTI
SEACOAST CONTRUCTION CORP rAME"RICANSUILDINGS
DESIGN APPD. BY DRAWING REV.NO
NUMBER 1 21-8349-01 E-4 0
BRADY. MINNIE 5TANDL 04/22/85 IS�04152
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8"
s ,
2" 2" FINISHED 2" 2 FINISHED FLOOR GUIDE ANGLES 1�° FINISHED FLOOR
FLOOR (NOT BY A.B.C.)
f ;
GENERAL FOUNDATION NOTES
, -I1
2"
1
�.� r , 1 -•'J ram' e ��... � AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILITY OR LIABILITY �
FOR FOUNDATION, FLOOR OR SLAB DESIGN,OR CCNSTR,UCTiON.
off; t 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE
.e..{.a y
n
n
SPECIFIC SOIL CONDITIONS PRESENT AT ACTUAL JOBSITE.
1 \ 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS
12(P ANCHOR BOLTS '2 o ANCHOR BOLTS t>:- + ,y ' ., s
r T THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RE-
OUT OF
� CONCRETE SIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE V4RIOUS
(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 SJSTAINED BY HAIR
PINS,TIE RODS,BUTTRESSES OR COMBINATIONS OF THESE OR OTHER DEPEND-
AB1-E MEANS:
5.-FOOTING SHOULD EXTEND A MINIMUM OF 6" INTO NATURAL SOIL,OR WHERE
" ® FILL 15 USED, THE FILL MUST BE PROPERLY COMPACTED AND THE FOOTING
}1 ANCHOR .BOLTS xO'-6 "'� - SHALL EXTEND TO NATURAL GRADE.IN ALL CASES THE FOOTING- SHALL EX-
TEND AT LEAST 6"BELOW THE LOCAL FROSTLIKE.
n 124 ANCHOR BOLTS x O'-6" � 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED IN FOUNDATION
BASE ANGLE FASTENERS (NOT "C'I ■ WALLS AND SLABS MIDWAY BETWEEN COLUMNS.(NEVER AT COLUMNS ),
BY A.B.C.) (MINIMUM'4`4 7THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL, AND 1 BASE ANGLE CONCRETE ANCHOR BOLT 5'-0"+ 0. C. MAXIMUM SPACING OR SMOOTH. ANCHOR .BOLTS SHALL B. '-ACCURATELY SET TO A TOLERANCE ,6,•
EQUAL BY OTHERS) - - - ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN.
2` i i 2 i ; ALL OTHER DIMENSIONS SHALL BE WITHIN'+- 'a INCH.
8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE
? D v 2 BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
. :' ..
n - STRENGTH OF 3000 P.S.I. AT 28 DAYS. ,
9. UNLESS EXPLICITY NOTED OTHERWISE,ALL EMBEDDED STRUCTURAL STEEL
(INCLUDING ANCHOR'BOLTS),OTHER'MATERIALS,AND LABOR SHALL BE SUP- a
y g., C"� PLIED BY THE.FOUNDATION CONTRACTOR.
„JC "4 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR; INCLUDING PRO-
JECTION FROM CONCRETE,DIAMETER,AND QUANTITY.
2" NOMINAL DOOR WIDTH 2 4`-2" 4'_0" 4-2" 11. BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBEDMENT IN
DOOR WIDTH+4"' 12'-4" TO THE CONCRETE FOR THE BOND STRENGTH(WITH OR WITHOUT HOOK) TO
DEVELOP AT LEAST 754 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
4 A.B.C. DESIGN ASSUMPTIONSIBASED ON ALLOWABLE STRESSES GIVEN IN
THE MANUAL OF STEEL CONSTRUCTION,8th EDITION, A. LS-C. 1980,SEC-
TION 1.5.
2 T--
" 2„
if
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DIAMETER LENGTH PROJECTION
z Z e
w� J 1 1 -9- 2
m
90s 1 s 2-0- 22
14., 2, 0. 22.
e _
_ 4. MIN� ¢
TENSION PLATE
SCHEDULE OF MINIMUM RECOMMENDED
RECOMMENDED ANCHOR
BOLT DETAIL ALTERNATE ANCHOR BOLT DETAIL ANCHOR`BOLT_LENGTH
is ALF
GENERAL FOUNDATION NOTES _ '
I ! (._._._._.._...
2 CORRECTION IN NOTES {f!—!-`r MMr!10 84I � Arl
cnvrkcnuv AND
—}.._. f yI NS16NA1'r,) 01 I GENERAL CONCRETE DETAILS i rwl v: _.__ — — art;
1 MARK NO REtiISION ONLY F IMP fir'S-83 _ n�3_ '
—
NQ. REVISIONS tvlAt.e�C.K'F3-DATE NC). R€:V1Sts.rhtS MAD£I CK'D.DATE NO REVI_,ION�TM � aDE 'C-K'oATt:i� I �: Nt.rsEeF€t !. FN 1 ?
-. -..- _....___ - s e _.. ,. .s._,,.,..:'.,.: +:.x Sew,+ ''• *e,,..s.".Be" .u-swmw+ .�a......». ti,.�t.:,,,+.,. .-.,._.'c�-..,,,a<-�....v.:�.,.«,.�o-.�•r,.s ,w.a..s.,, ss.tr.^:e-�^ ,. ,u�.w _,.a .., «.a ,,._,1....,w.,.,•..>,"c,.�
_-. .. .:. a. ... .._.,.. ..,.,. h'--.:a...'m.::M:.-.P*r sr•.,.4cn.....u. ry...,..:'.,,,^^+.x-^vrff-?^eoC m.aa.�lk ..�';qr^,s, md.++mer'+*a6eT.e^�'"+W'.#°Re'"ni.. q,�.r........ .. j,w:v.. .: - :`F ',.
.. ._„ -..-,.. �r+ms+n..e,,..-,r....+rn, .,...:�^,,.. a,,,ma^,.:..,..,mo,,..w,,..a«•.u"-•;xynrx..;yesam,F-ps..rt,..,a-'m±. re«aF ...,r. ..•'k�"'.'n.*^`?y^.^q ^'T^*+ .c"y.°'"
_
RIGID FRAME RAFTER
� RIGID FRAME :RAFTER .
Io+
E `RIGID FRAME COLUMN RIGID FRAME COLUMN
- RIDGE RAFTER RIGID FRAME RAFTER-
in-
-A325 BOLTS
'-'----A325 BOLTS
P
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
51 LRF, RF, LSS BUILDINGS S1 GC,LP2,LP4, SSF BUILDINGS S1 ALL BUILDINGS S1 ALL BUILDINGS
RIDGE RAFTER
RAFTER
z I
INTERIOR COLUMN
RIGID FRAME COLUMN
j
BASE PLATE
A325 BOLTS
e I I I I
A325 BOLTS I I SEE FRAME CROSS
NOTE I I SECTION FOR QUANTITY
SEE FRAME CROSS INTERIOR COLUMN I AND SIZE
t SECTION FOR QUANTITY i I j, INTERIOR COLUMN '
AND SIZE
ANCHOR BOLT (SEE ANCHOR BOLT ANCHOR BOLT (SEE ANCHOR BOLT
PLAN FOR SIZE AND QUANTITY) PLAN FOR SIZE AND QUANTITY)
f- g FRAME DETAIL AT - g RIDGE DETAIL AT BASE DETAIL AT - g BASE DETAIL AT
51 INTERIOR COLUMN 51 INTERIOR COLUMN 51 EXTERIOR COLUMN S1 INTERIOR COLUMN
12
EAVE STRUT
PURLIN 51 \ EAVE STRUT
PURLIN or BY-PASS GIRT
� EAVE FRAME BRACE
FRAME BRACE
12bx 11a A325 BOLT
L` WITH WASHER (TYP.)
----- 124 xi. A325 BOLTS • •
WITH WASHER
—RIGID FRAME RAFTER • •
a ..
1z1 x 11a A225 BOLT EAVE FRAME BRACE 1` 1'
24x1a A325 BOLT
WITH WASHER • • WITH WASHER
1•bx11a A325 BOLT • ,
s 2 A325 BOLTS
FRAME BRACE WITH WASHER SPLICE PLATE A325 BOLTS
bx 1a A325 BOLT S1 COLUMN
1a NOTE
WITH WASHER NOTE: SEE FRAME CROSS
SEE FRAME CROSS
SECTION FOR QUANTITY SECTION FOR QUANTITY
RIGID FRAME,RAFTER AND SIZE , AND SIZE
9 ` HRU
FRAME DETAIL 10 SECTION THRU FRAME 11 EAVE FRAME BRACE DETAIL 12 SECTION RAM HAUNCH
S9 AT FRAME BRACE S1 AT FRAME BRACE S1 51 AT EAVE FRAME BRACE
_ SCALE: DATE ALABAMA.
—�
EUEAUTA* 3 � CRAWN BY:
-
CMECKECHY: SECTIONS AND DETAILS
DRAWING DESIGN DAI HY �.. REV NJ
1 GENERAL_. —
1 REVISION I L.A. M Me 2-83 Si �
ij
- —
tVO.i REVISIONS '^^A.:..E?CK'D DATE::NCs,� RE`J'S10N5 MADE CK'D. DATE NO. PREVISIONS "uSAL3E CK'D.DATE ISSUE DA'TF- II A-82 Nl.1MBtR
LEAN-TO RAFTER
PRIMARY FRAME
LEAN-TO BRACKET LEAN-TO BRACKET
LEAN-TO BRACKET
LEAN-TO RAFTER LEAN-TO RAFTER LEAN-TO RAFTER MAIN BUILDING RAFTER
1
A325 BOLTS
LEAN-TO COLUMN 2a
PRIMARY FRAME
A325 BOLTS A325 BOLTS A325 BOLTS 1
A325 BOLTS
MAIN BUILDING COLUMN
LOW SIDE COLUMN TO RAFTER 2 RAFTER TO PRIMARY FRAME CONNECTION 3 RAFTER TO PRIMARY FRAME CONNECTION 4 RAFTER TO PRIMARY FRAME CONNECTION
s2 CONNECTION-LEAN-TO S2 LEAN-TO AT EAVE S2 LEAN-TO BELOW EAVE 52 LEAN-TO AT EAVE
LRF, RF, LSS BUILDINGS LRF, RF, LSS BUILDINGS GC,LP2, LP4,SSF BUILDINGS
` EAVE STRUT
LEAN-TO BRACKET t• + `
LEAN-TO BRACKET z�xt• A325 BOLTS
LEAN-TO RAFTER (FACTORY WELDED TO COLUMN) EAVE STRUT z 1 x 1 i A325 BOLTS
PRIMARY FRAME LEAN-TO RAFTER LEAN-TO RAFTER - ENDWALL RAFTER
t i III I
3„ I
// 2a A325 BOLTS PMAINILDING ENOCOLUMORNER II I' rt j
A325 BOLTS-1/ A325 BOLTS ENDWALL CORNERNG COLUMN ENDWALL RAFTER �z4 x1a A325 BOLTS I
SEE TYPICAL SECTION I II
FOR QUANTITY
I c
5 RAFTER TO PRIMARY FRAME CONNECTION 5 BOLTED RAFTER CONNECTION LEAN—TO ENDWALL RAFTER TO MAIN B EAVE STRUT CONNECTION TO CORNER COLUMN
S2 LEAN —TO BELOW EAVE S2 50' WIDE LEAN—TO I S2 BUILDING CORNER COLUMN 52
GC,LP2,LP4,SSF BUILDI NGS
1z x 1 e A325 BOLTS HOT ROLLED
CORNER COLUMN
I II
EAVE STRUT I HOT ROLLED
CORNER COLUMN
LEAN-TO ENDWALL GIRT i I I 1• '' -WIND COLUMN
SIDEWALL GIRT I I' zm x 1 a A307 BOLTS
(4)I2mx112 A325 BOLTS MAIN BUILDING I (I WITH WASHERS ENDWALL
WITH WASHERS I I j I I CLIP(CGC 1) GIRT
. I I SIDEWALL OR I I `---
ENDWALL GIRT I I
----- i I ----�I OF MAIN BUILDING --- I
It i
RI I GIRT CLIP 1
EAVE STRUT PLATE / -L III - _ - I 8 GIRTS=GC-1L
(ESP-1) -- -- ---- ------ —
I I 9'z GIRTS=GC-3
I GIRT CLIP (LGC-1)
z0 xta A307 BOLTS I I LEAN-TO (LGCP) ENDWALL GIRT ENDWALL GIRT GIRT CLIP
WITH WASHERS I ENDWALL GIRT MAIN BUILDING �
GIRT EXTENSION ANGLE 8"GIRTS=GC-1
zm x 1i A307 BOLTS GEA-1 FOR 8`GIRTS 9'2"GIRTS=GC-3
A325 BOLTS WITH WASHERS
9 EAVE STRUT CONNECTIONS TO COLUMN LEAN-TO ENDWALL GIRT CONNECTION TO LEAN-TO ENDWALL GIRT CONNECTION AT LEAN-TO ENDWALL GIRT CONNECTION AT
S2 INSET GIRTS 52 MAIN BUILDING SIDEWALL GIRT S2. MAIN BUILDING CORNER WITH CLOSED S DMAINIDEWALL S BUILDING CORNER WITH OPEN SIDEWALL
4 REDRAWN PAGE, REV SECTION 10 A,11 IT(i rf',Ic 4-84 SCALE: DATE
3 REV SECTION 7.& B 12_63 Dk AWNDY TODD G. EUFAULA ��• � ALABAMA '
2 (,TNFRAI REVI`.51r"iN Ltd 1 = 2-hs CHECKEOBY SECTIONS AND DETAILS 'K
1 REV BOLT LENGTH SECTION 9 T�-1' 9-h, DESIGNAPP'D.BY e�no
r DRAWING.
NO REVISIONS MADE CK'D DATE NO. REVISIONS MADE CK'D, DATE NO. REVISIONS Mqp(: l_K'D.DATE ISSUE DATE: 4-82 NUMBER S2. .Q '
12OX14 A325 BOLTS 34'OX 2"A325 BOLTS
HEAVE WITH WASHER 34�X 2�A325 BOLT
STRUT 2 mX 14 A 325 BOLT
� + II
I
eI I �
II I
CORNER
COLUMN
EAVE (SHOP SPLICE)
RAFTER ENDWALL ENDWALL ENDWALL RAFTER
RAFTER RAFTER (SINGLE OR DOUBLE\
(SING'LE CHANNEL 1 (DOUBLE CHANNEL` ` f
RAFTER J `RAFTER j CHANNEL RAFTER
1 2 3 4
S3 CORNER COLUMN 53 ENDWALL RAFTER S3 ENDWALL RAFTER s3 ENDWALL RAFTER
CONNECTION DETAIL SPLICE DETAIL SPLICE DETAIL RIDGE DETAIL
�20X11aA325 BOLTS
8 EAVE WITH WASHER -^
STRUT 2 OX14A325 BOLTS
f 3;OX2'A325 BOLTS 34mX2"A325 BOLTS 3q�X 2'A325 BOLTS
ENDWALL INTERIOR
COLUMN
COLUMN
ENDWALL ENDWALL +
r------- I I � CLIP-ICC- 2
_ ENDWALL INTERIOR RAFTER ENDWALL INTERIOR - RAFTER I +
CORNER COLUMN i (SINGLE CHANNEL\ COLUMN i, /DOUBLE CHANNEL\
I + RAFTER J ` RAFTER
(WIDE FCOLULANGE) — — I I I i i RIGID FRAME 1 `
EAVEEA ECOLUMN CLIP iI COLUMN CLIP I i ; I ENDWALL RAFTER
RAFTER I. I (SHOP WELDED) (SHOP WELDED)
I I
I
5 I 6 8
;v
S3 CORNER COLUMN 53 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
GC-1L COLUMN GC-1L COLUMN GC-1L ` COLUMN
gl)X2'A325BOLTS (COLUMN
CHANNEL\ (DOUBLE CHANNEL) ` (WIDE FLANGE)
\COLUMN J COLUMN )
GC-1R GC-1R GC-1R
ENDWALL INTERIOR --
,
COLUMN
E NDWALL
RAFTER
(WIDE FLANGE)
COLUMN CLIP
�2�X1�a A307 BOLT GIRT TZmX1q A307 BOLT -GIRT 12�(DXll A307 BOLT GIRT
WITH(2)WASHERS WITH(2)WASHERS WITH(2)WASHERS
(SHOP WELDED)
j GIRT EXTENSION GIRT EXTENSION ] GIRT EXTENSION
ANGLE GEA-1 ANGLE GEA 1 ANGLE GEA-1
10 e
S3 ENDWALL INTERIOR COLUMN S3 GIRT, CONNECTION DETAIL GIRT CONNECTION 'DETAIL S3 GIRT CONNECTION DETAIL
CONNECTION DETAIL AT ENDWALL INTERIOR COLUMN AT ENDWALL INTERIOR COLUMN AT ENDWALL INTERIOR COLUMN
SCALE NONE DATE
o,
i
r
FUFAULA :!Ay`1 k�v ,.— ALABAMA
DRAWN 9Y R Ctar'.. �`°
REvI-ca ,CTiON_ s,7,a s I w. M M SECTIONS AND DETAILS
RG.VlSEUi.CTic.)N 1 FS..� L JJ, I M.-1� N311*♦ {! F I}CSIGN APP`0 BY I _ rtE W idt3
S _ .. .....F( �.. �..: .....__ ....:—..__....__,....�_.__.�,..�-_— _...-._._._.—_.—z--_-.. I�f�At'IPvU k
I i T — YtiME3ER S
�5f�t1,. GF a L�.htl �tL! REVISIONS MADE CK'D T[?ATkIfa P. REVISIONS MA6r. CI<`D iUAT£i} )
PURLIN PURLIN PURLIN PURLIN
ENDWALL 1 O X14'A307 BOLT X 11q A307 BOLTS 12(�X1 q A307 BOLTS
RAFTER WITH WASHERS ENDWALL WITH WASHERS ENDWALL 12 Xllq A307 BOLTS
(RAFTER
CHANNEL, RAFTER RAFTER WITH WASHERS ENDWALL
\RAFTER / DOUBLE RAFTER WITH WASHERS
SINGLE CHANNEL\ (CHANNEL (WIDE FLANGE)
`RAFTER f RAFTER
S4 PURLIN CONNECTION DETAIL 54 PURLIN CONNECTION DETAIL sa PURLIN CONNECTION DETAIL S4 PURLIN CONNECTION DETAIL
AT ENDWALL RAFTER ENDWALL RAFTER AT ENDWALL RAFTER AT ENDWALL RAFTER
SIDEWALL
—PURLIN 'i GIRT
COLUMN FRAME BRACE
COLUMN FRAME BRACE j 12�X1ia A307 BOLTS
SIDEWALL SIDEWALL
GIRT CORNER GIRT i; CORNER I WITH WASHERS CORNER
COLUMN I COLUMN COLUMN
(WIDE FLANGE) i (RIGID FRAME
(ENDWALL
CORNER ii CORNER . CORNER II
GIRT CLIP GIRT CLIP I I GIRT CLIP j
F-fL
CGC-1 tI CGC-1 II 1
ENDWALL 12�X1q A307 BOLTS I -- _- -_---------------- CGC-1 i; ENDWALL GIRT
RAFTER WITH WASHERS I I ------------- mm
(RIGID FRAME) 12OXIq is i 12�X11a I I �� 2 YX14 I --- -------- -
A'307 BOLTS I j i - A307 BOLTS i li i , A307 BOLTS I I -------------;--
WITH WASHERS t jl WITH WASHERS j I j WITH WASHERS I ij I
5 ENDWALL GIRT END\HALL GIRT t--
54 6 7 $
PURLIN CONNECTION DETAIL sa CORNER GIRT CONNECTION s4
AT ENDWALL RAFTER CORNER GIRT CONNECTION sa CORNER GIRT CONNECTION
SIDEWALL
GIRT --- - tl CORNER CORNER CORNER
COLUMN ENDWALL COLUMN ENDWALL COLUMN ENDWALL
RAFTER RAFTER I (WIDE FLANGE) RAFTER
GIRT EXTENSION GIRT CLIP CORNER 1 SINGLE CHANNEL 1 IJ.
DOUBLE CHANNEL 1ANGLE (GEA-1) GC-1 L COLUMN i (RAFTER ) RAFTER / i I �RAAFTTERDOUBLE CHANNEL`RIGID FRAME /ENDWALL WITH--- - INSET SIDEWALLGIRTS r
12�X1q A307 BOLTS WITH WASHERS
CORNER � I -------
GIRT CLIP iX1q A325 BOLTS
I
L t i
CGC-12 - - X11q A325 BOLTS i 2�X 11q A325 BOLTS
h- - --`-- -------- SAVE
EAVE
ENDWALL STRUT It EAVE
GIRT { 1 STRUT STRUT i G
i r
ENDWALL GIRT LINE ENDWALL GIRT LINE ENDWALL GIRT LINE
9
sa EAVE STRUT CONNECTION 54 EAVE STRUT CONNECTION sa EAVE STRUT CONNECTION
Sa CORNER GIRT CONNECTION TO CORNER COLUMN TO CORNER COLUMN TO CORNER COLUMN
SCALE DATE
DETAILS 10,11,12 I(C M MC. 10 8<1 i ---_._=r r�
DRAWN EIY', [UF Al1LA
3 REVISED SECTIONS 67,8a9 A.M. M.Mc. 4-84
2 REVISED SECTIOdS- 9,iJ,11&i2 LNJ M.Mc 12 83 CHECKEDov SECTIONS AND DETAILS
1 REVISED SECTIONS 6 7,8 R 9 KC h Mc. 6 82� oesrc.NArFo dr WING '== -ram DRAWING.
C /1 v
•�. .�—..._�..r..--.I �_-- __. NUMBER S4 rze4t�a0
REVI:,rnNS (m.XC�E CK C. DATL NO. RE:'di5li,ra5 MADE CK'D.DATE NO. RE:ViSiONS MADE CK'D DATE 15SllE PATE: a-82
a�
ff
3. 3 3" 1'6' 1.6., 7-6° 1-11'2' 1'11'z°
-- -- Q -4 -- - --- I- ----- ---1�1-Q -------Q-t -- -I -Q --- --C-- 0- _R--f --9-�---
- - PURLIN OR GIRT -- - PURLIN OR GIRT PURLt OR GIRT PURLIN OR GIRT
IZ m x 1,' A307 BOLTS 'z 114 A307 BOLTS Iz$•114 A307 BOLTS Iz Q x 14"A307 BOLTS
WITH WASHERS WITH WASHERS WITH WASHERS WITH WASHERS
RAFTER OR COLUMN RAFTER OR COLUMN RAFTER OR COLUMN RAFTER OR COLUMN
t PURLIN AND GIRT CONNECTION S5 PURLIN AND GIRT CONNECTION S5 PURLIN AND GIRT CONNECTIQN S5 PURLIN AND GIRT CONNECTION
55 0-6" LAP AT FRAME LINE - 11-9"LAP AT FRAME LINE S-011 LAP AT FRAME LINE 3-11" LAP AT FRAME LINE
NOTE: 6-BOLT CONNECTION NOTE: 6-BOLT CONNECTION NOTE 6-BOLT CONNECTION NOTE: 6-BOLT CONNECTION
COLUMN
GIRT CLIP(GC-1LR FOR 8-GIRTS) EAVE STRUT EAVE STRUT
'z x 114°A307 BOLTS (GC-3 FOR 9z GIRTS) PURLIN
WITH WASHERS GIRT
-- -r �f- WIVOX112A325BOLT5
(4)'z'0•114 A325 BOLTS WITH WASHERS
WITH WASHERS RAFTER
EAVE STRUT PLATE
GIRT -GIRT EXTENSION ANGLE(GEA-1 FOR 8" GIRTS) I (ESP-1)
(GEA-3 FOR 91.GIRTS) RIDGE BRIDGING CLIP 2.12 FASTENERS
EAVE BRAC ET STRUT COLUMN
EACH SIDE
5 GIRT CONNECTION TO COLUMN 6 EAVE STRUT CONNECTION TO COLUMN EAVE STRUT CONNECTION TO COLUMN 8 DETAIL AT RIDGE BRIDGING CLIP
S5 GC, LP2,LP4 B,SSF BUILDINGS I 55 LRF, RF & LSS BUILDINGS 55 GC,LP2,LP4 &SSF BUILDINGS S5
34 34, j
NOTE: it
TURN OF THE NUT METHOD
A METHOD FOR PRE-TENSIONING HIGH
STRENGTH BOLTS. THE NUT IS TURNED
" FROM THE SNUG-TIGHT POSITION,CORRE- O PURLIN -
SPONDING TO A FEW BLOWS OF AN IM-
PACT WRENCH OR THE.FULL EFFORT OF
A MAN USING AN OR;OINARY SPUD WRENCH, NUT HEAD
RIDGE BRIDGING CLIP BASE ANGLE FASTENER THE AMOUNT OF ROTATION REOUIREO BE- n^
(BY OTHERS) ING A FUNf_TI ON OF THE BOLT DIAMETER A 307 MACHINE BOLT ANTI-ROLL CLIP
AND LENGTH. FPCP_1
C)
BASE ANGLE #12 FASTENERS
2-#12 SELF DRILL
k— -- FASTENERS :", ;; 7$ 78
PURLIN
1 j Dt
RAFTER
MANVFACTURER'S
'�-- IDENTIFICATION
. SYMBOL
NUT HEAD
14,0 x 114,A307 BOLTS
• A 325 HIGH TENSILE BOLT WITH WASHERS
(BLACK FINISH)
9 PLAN VIEW RIDGE BRIDGING CLIP SECTION THRU BASE ANGLE t2 SECTION_THRU PURLIN wAT__AN_TI�RC�LL CLIP
G
ASTM A307,A 325 BOLT IDENTIFICATION 55 LSS & SSF BUILDINGS
_m..�.,�—, ..,...�....
II i.. .5....DE TAIL 11 MMc 10'_b 4. i SCALE II DATE
r'X� M M 4-f'�4 i .. _-: .�.�_ _. _.__,. FUFAI.II.A .:'?. �.*T.� Al.MIAMA .
ADDED NOTE& REVISE(5)S5 7G. MM�'1?vN3 of AWNPY � C
LHErNTc,€IY
SECTIONS AND DETAILS
r 2 ADDED NOTES IKE 2-83 1i —.._— _ �—�___ _
1 HANGED BOLT LENGTH (7' `5 TG. MMS.Q-821I Dt.LNnlr D nY DRAWING,
Lola DAT4: 4-82 NOMBER
'ti0 €?i :�f41f:?Nti iMPCT f_I r'i"C?ID.yt e, ot:^r REVISIONS MADE CK'D DATE I€'o. Rf�VI>ION`: IMRDE CK'D. L7A1
...w,>d... ,
{ - , '9""""E""*+'^=C*Y""'*i"-' . "•'^` +�rm+^+,q�.»'*n*-..-,r �a...nu*^?en',TF,.P%^�! _.
SAG ANGLE TAB INSERTED INTO
EAVE STRUT
KEY HOLE AND LOCKED INTO POSITION
�. 8Y TURNING AND BENDING TAB CABLE WITH GRIPS c
AT EACH END.
ROD BRACE
WEB OF COLUMN WEB OF COLUMN
SAG ANGLE OR RAFTER OR RAFTER
k
r ,
BEVEL WASHER BEVEL WASHER
12 HEX HEX FASTENERS
HEX NUT o\\\\\
. . . . ... _ ��\0\� HEX NUT
PURUN EYE BOLT
SAG ANGLE CUT WASHER CUT WASHER
SAG ANGLE CONNECTION TO EAVE `STRUT S 6 SAG ANGLE CONNECTION TO PURLIN 56 CABLE BRACE S6 ROD BRACE
S 6
RIGID FRAME COLUMN
EAVE STRUT
TURN BUCKLE _ PORTAL COLUMN
BENT ROD
'RIGID FRAME COLUMN
\ zrQx1 A325 BOLTS I z0 xtti A325 BOLTS
CUT WASHER
HEX NUT —-- — —-- ——— )im xt 4� A 325 BOLTS WIT H t WASHER.BOLTS I
FIELD DRILL
FIELD DRILL
w BENT ROD
G'i,l'i!i1 Plil„ I i PORTALCOLUMN
i It
` HEX NU7 CUT WASHER PORTAL COLUMN I I I 1j
WEB OF COLUMN OR RAFTER I 1( I PORTAL BEAM
RIGID FRAME I I I
f t�(bX2"A325BOLT5
COLUMN
5 OENT ROD 6 BEAM TO COLUMN CONNECTION - e
SECTION THRU PORTAL COLUMN SECTION THRU PORTAL COLUMN
PF-2 PORTAL FRAME BY-PASS GiRTS S6 INSET EAVE STRUT
I`I IIII II 1
4" I EAVE S TRUT
PORTAL FRAME
A325 H.T BOLTS GIR1 CLIP 0CF-Is 1, " \
xi'a'A32SBOLTS SIDEWALL GIRT
FIELD DRILL PANEL CLIP
@i';A07BOTS W/WASHERS
( SIDES)
PIPE BRACE BOLTS AT 13 POINTS
FIELD. DRILL PORTAL COLUMN / ��\ �� t. PORTAL RAFTER--.,, 23d
RIGID FRAME COLUMN
i I
I PIPE BRACE—/ '; COLUMN I
I( I Zdx 1 "'A 325 H.T BOLTS 'CLIP I SIDEWALL GIRT
f` I PORTAL I Il 1 RIGID FRAME COLUMN
COLUMN P
III
es516
PIPE BRACE TO COLUMN CONNECTION ,PIPE BRACE CONNECTION TO EAVE STRUT �D-15-
GIRT CONNECTION TO PORTAL COLUMN PF-2 PORTAL BEAM CONNECTION12 PF-1 PORTAL FRAME 56 PF-1 PORTAL `FRAME � 5s
TO EAVE STRUT
It
_ .' GUPAUI-A Y, w-,e6'.P Al A81MA
s ._— .._..._.—,_.__...... ..-_ J A3vV BY
REVISED SECTIONS 11 & 12 i W M Fri. q-84 ;i-------�! SECTIONS
(_. -:. � r
._� _ _ ..,.._ I ,c:CT, ?N.a fa DETAILS .': C i(C KLC 6Y , l
2 REVISED SAG ANGLE_ DETAILS: L.A. M.M4 8 g3 h -
1__ —_____�_._.,,_._._' --. r-._._C � I(.I,ir.r.AN 111,' �I Il DRAWING � -
r 1 GENERAL REVISIONMMC.I2 83. J
—_
��_ ---- s� 1
_,-�<..�=i. .__ •-.c•; .._.,.,. _ f 15.::i Fc„ DATE. .,!':: NUMBER �:a
b NU.i : hLV"ISFtJPv';� MAD7.j l_h.t `,DA 11" N';Z. Rc.:4't�'.)C,,,.., t h.'�!':I{'C7.DATfi!'NC). RFVISIC�NS �NYp_ILtC'D.it7ATr':!.. `' ,
r.. s
f
GIRT
OPTIONAL DOOR GIRT
*12 SELF-DRILL
HEADER CLIP* WALL FASTENERS
WALL PANEL
� --— DOOR HEADER
#12 SELF-DRILL
MALL FASTENER
1•-0' OC SUB-JAMB
{1RT
INSIDE CLOSURE— 1 JAMB CLIP NWDC-1
OPTIONAL DOOR GIRT J (USE ONLY AT OPTIONAL DOOR GIRT)
-- ( 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 JAMB DETAIL AT OPTIONAL DOOR GIRT
NON-HANDED JAMB* OPTIONAL DOOR GIRT
SECTION THRU WALK DOOR HEADER
BASE CLIP .,.
3-9" g
NOTE ASTERISK (*) INDICATES PARTS-SHIPPED 2" 3-0" 2" 4
CONCRETE FLOOR
IN DOOR FRAME PACKAGE
S-4' GIRT OPENING DETAIL
DOOR FRAMING LAYOUT
MAJOR RIB(TYPICAL)
MAJOR RIB (TYPICAL) ANCHORS (BY OTHERS) �'"
3-3 4
BASE.CLIP )
(RAM SET OR LAG BOLTS BY OTHERS)
EDGE OF CONCRETE
12 - 12
25a. 258 BASE CLIP DETAIL
L
78" 78' 4 34. 34" '
OJAM�B
OR JAMB DOOR JAMB
3'S4" 3-3"
SUB-JAMB #12 x 3;TYPE B SCREWS�
#12x34 TYPE B 'SCREWS�
t
4'12 SELF-DRILL
WALL FASTENER SUB-JAMB
2'-0' O.C.
ti LIND RIVET 2'0"0.C. ����� �
N GSPAN PANEL rN
ASHING ADJF-1
ARCHITECTURAL II PANEL
BASE ANGLE END CAPS
MK* DBAC
DOOR OPENING IN ARCHITECTURAL U PANEL` JAMB DETAILS DOOR OPENING IN LONGSPAN.. WALL
SCALL NONE DATE:
.. .......-.._—._...-._._._.. � 15..82 f 11I HULA �"
NON-HANDED WALK DOOR --'�� ",aH>","
. 2 GENERAL F2EV1510N - IKE M.MC.2 a3 •� : 'cttrc„rar�•r JE' D�i.>6-.8?.. -r �r~T ±I �ERECTION DE�AILS __
_..,,_�._:_._ ,-...::... ...... -- I _ ti._ .__. .� �• � .11'r...'.THF?.0 LtArt'.v1�'r,Fti Tj �.�J-t<.
.__
'�_ - } . . W D-1r
.� ;�. .F t�,tZAi Efi tt .= REVIw-3s`!VS MADE CK'O DATE 3_. f3EV15101+t5 z.1ADF. Ctl'D.DATta i NUMP-Ff7-.. f�.
1§N`2tresG.,,�w.•mi»Asaw,#. aa..rb-- i....Y...s�.M..w ------
12 x 34 TYPE B SCREWS
` JAMB CLIP GIRT
GIRT
; :#. ' \`` • x DOOR HEADER ,
b
I t
JAMB CLIP
1
r.; DOOR HEADER -
---------r i ```\a DOOR JAMB I
i
� � `•i`j JAMB CLIP� Q
12 FASTENER
allI J �` ( TYPICAL)
i bb
\ 41 x3 „ SCREWS
SUB-JAMB \ `y+ 2 aTYP E B C
E DOOR JAMB
CORNER CONNECTION DETAILSUB-JAMB�
BASE CLIP
SUB-JAMB
DOOR JAMB
SUB-JAMB
y
DOOR JAMB
INTERMEDIATE DETAIL
#12x34
. TYPE B SCREWS
DOOR JAMB SUB-JAMB -
- (y I
BASE CLIP
C5. o BASE CLIP
m
ASSEMBLY DETAIL FOR NON-HANDED FRAME CONCRETE FASTENER
(BY OTHERS)
V �� \
': ' �► ttt000
NOTE ASTERISK W INDICATES PARTS SHIPPED
IN DOOR FRAME PACKAGE i
BASE DETAIL y
#12 x34 TYPE B SCREWS
p - SCALE, NONE DATE
jI EUFAULA. M M S-q� ��.T�y _ ALA.
DRAWN BY AIUR
` II NON-HANDED WALK DOOR
CHECKED BY J E D. f
ER`CTION DETAILS
DESIGN A
ovo ev: �� DRAW;NG So
e kEViSIONS ^ADr,CK'G ..DATE v0! REVISIONS !,A0E'CKD ;.?'. 'NO PE` _ .'av= CK'D.!"JAi_ ,I NUME.ER WD-2 n
.:.,:
.OPENING SIZES .'
wlNDow, K.. ; WINDOW INSTALLATION PROCEDURES
A ., g C
1
WINbONv.`QPEN G• ,
, ,,,., 3x 3,- -, 1 .. ry - ,: r :: � e,,-.
,,.. W 1
- 1;,SHEET MALL' 1N NO&MAL MANNER CUT WINDOW OPENING AFTER
4 x 3 3-10 7=10 17-tp WALL PANELS ARE'ERECT
r
ED.
j 2. AT DES;RE^ WINDOW.LOCATION, CUT OPENING,AS..SHOWN IN OPENING
,! { DETAILS FOR SINGLE OR MULLED WINDOWS, USE APPLICABLE DETAIL
FOR LONG SM--4 WALL PANELS
WINDOW INSTALLATION
SUB-FRAMING '
•4--� WINDOW
• 1 DETERMINE WHICH JAMB EXTENSgNS ARE REQUIRED AND INSTALL TO SILL
WINDOW BY SLIDING THE EXTENSIONS INTO THE CORRECT GROOVES SIZE JAMB t WINDOW 2 WINDOWS 3 WINDOWS
•� ALONG THE OUTSIDE OF THE WINDOW JAMBS. 2
1 3'x 3' SJ-1 SHJ-1 SHJ-3 SHJ-4
2. OF B WINDOW INTO OPENING, BOTTOM FIRST, FROM INSIDE 4'x 3'' SJ-1 SHJ-2 SHJ-5 SHJ-6
OF BUILDING, ! W1
3. SECURE WINDOW IN OPENING WITH SELF TAPP FASTENERS 1-0.O.C.
t 1 ALONG THE PERIMETER OF WINDOW AS SHOWN, AT MULLED JAMBS,
" - ' STITCH JAMB EXTENSIONS:TOGETHER AS SHOWN IN DETAILS.
• ( .,'r, A. CAULK WINDOW AT"HEADER,;SILL AND JAMBS AS REQUIRED WINDOW "G•DIMENSION
,A AYD WEATHER PROOF, i SIZE 1 WINDOW 2 WINDOWS 3 WINDOWS
fn 5 INSTALL SNAP-IN JAMB TRIM AS SHOWN AFTER WINDOW INSTALLATION SHJ 3'x 3' 3'-0" 6'-0" 9'-0"
IS COMPLETED. JAMB TRIMS AT MULLED JAMBS MUST BE SNAPPED,INTO � ESEE CHART) 4'x 3' 4'-0" 8'-0" 12'0-
1 I PLACE BEFORE WINDOWS ARE MULLED AND INSTALLED. OUTSIDE JAMB
1 TRIMS ARE SNAPPED IN AFTER MULLED WINDOWS ARE INSTALLED,
1 I :
1 3
y W�
NOTES
1. WINDOW IS SELF FLASHING WHEN .INSTALLED AT PANEL LOCATION
SHOWN. ANY OTHER LOCATION TO BE FIELD MODIFIED AS REQUIRED {
WITH ANY SPECIAL PARTS OR FLASHING FURNISHED BY OTHERS.
2. WINDOW FRAME AVAILABLE IN BRONZE ONLY.
A ONE WINDOW) _i' 3. WINDOW PANELS ARE INSULATED GLASS.
PANEL RIB B(TWO WINDOWS) 4: WINDOW SIZE 33 i.WIQE x 36.HIGH (3 x 3') �i J
45'2"WIDE x 36"HIGH (4'x 3') G
C (THREE WIN ) 5. MULLED WINDOW FLASHING (MWF- )REQUIRED ONLY AT MULLED WINDOWS,
OPENING DETAIL W/LONG SPAN WALL WINDOW SUB FRAMING LAYOUT
TYPICAL SECTION THRU
WINDOW D HEADER AND SILL
SIZE D
'•
3'x 3' 3'-0" 1::3�3`, t. F4'x 3' 4 0 4
PANEL RIB SELF DRILL WALL
FASTENERS
WALL PANEL 12"0x111 A307 BOLTS M12 SELF DRILL
JAMBS —SLIDE N JAMB HEX,HEAD FASTENERS
EXTENSION GIRT WITH WASHERS
GIRT
, I ,
•� I z m x 11aA307 BOLTS
i —INSIDE CLOSURE STRIP ; WITH WASHERS
LONGSPAN PANEL (LS P•I)
OUTSIDE I I I
SELF TAPPING WALL SELF TAPPING I—SILL
FASTENER(1'-0 O.C.) MULLED WINDOW FLASHING i WALL FASTENER _T - i , i SHJ- ;
GIRT CLIP MWF- SEE CHART I_ I
SNAP IN JAMB TRIM(TYP) (SEE NOTE 5) ; JCT- 1
TYPICAL SECTION THRU JAMBS I I
I 1
(LONGSPAN PANELS) WINDOW MULLED WINDOW FLASHING 1„i JAMB
1 . SIZE 2 WINDOWS 3 WINDOWS E JAMBS I I SJ-1 I I BASE
22 3'x 3' MWF-1 MWF-2 I I I I BASE I CLIPJCB-1
1k" tt• , . 4'x 3' MWF-3 MWF-a ; 1" ANGLE /
3# 10 x 2 HEX HEAD HEADER I I I I -i/f FINISH
—SELF TAPPING FASTENER 1 I t— I FLOOR
(1'-0"0.C.) I •fo I �,
*12 ELF DRILL
HEX-HEAD t� `
WINDOW JAMB WINDOW JAMB SILL
NERS
,
'2m ANCHOR BOLTS
(BY OTHERS)
SLIDE-IN JAMB �—SLIDE IN JAMB. � 2 3 EXTENSION EXTENSION OUTSIDE JAMB CONNECTION SILL CONNECTION BASE CONNECTION
W1 AT GIRT W1 AT JAMB W1
AT JAMB
SNAP-IN JAMB TRIM OUTSIDE
WALL PANEL SELF TAPPING SECTIONS THRU WINDOW SUB FRAMING
TYPICAL SECTION THRU MULLION � WALL FASTENER
(LONGSPAN PANELS) INSIDE CLOSURE STRIP
(LSP•1)
SELF DRILL WALL— I SILL
FASTENER
M
— --- 'SCALE DAre 3'x 3' AND 4'x 3
oErnwNt WINDOW SECTIONS AND . AanMA
W T S —'
tAULLED WJ NDOA FLF AING _ r�_ DETAILS FOR LONGSPAN
_ .—_ ---. ..— 1 �,ENERAL I[�fS;l.Nnn Ef� �i PANEL Rf:V.NO
MM 3 y4
DRAWING
vC, REVISIONS
Mr.DI I�K'D IDArEi,NJ." REV L:aUNS PfADFI CK D DATE.�NO � EF�IFIO^!� � MADC CK D I '��TE � ,.I55!'E iJ.TF I� 4-�� � - - NUMFaFR VV ( 2
I
1
HEAD FLASHING
WiODTH OR HEAD FLASHING SCHEDULE i i i i i NE�IGOHT JAMB FLASHING SCHEDULE
I j FIELD SLAT PANELS 5�a I i I
i
8' 1 PC. FDH2-8-10'z 1 1 r AND SLIDE HEAD FLASHING 1 8' 2 PCS. FDJ8-842"
I BEHIND (PANELS 1 1
10' 1 PC. FDH2-10'-10'z I 1 I 1 i 10' 2 PCS: FDJB-10'-1'2`
1 I i 1
12* 2 PCS. FDH2-6-10'z j I 1 ! i I 12' 2 PCS. FDJ8-12-112.
14' 1 PC. FDH2 810'z8 1 PC.FDH2 6'-10'z i I 1 14' 2 PCS, FDJ8-8'-1'z 8, 2 PCS. FDJ8-6'-V'
16 1 PC. FDH2-10'-10'2' w 8 1 PC: FDH2 6'-10rz I I 1 I 1
1 1 1 ! I 16' 4 PCS. FDJB 8' 1'z
18' 1 PC. FDH2-11'-10'; 8. 1 PC. FDH2-7-101s 1 1 i _ i i I 18' 2 PCS. FDJB-8'-1z 8 2 PCS. FDJB-10'-112"
20' 1 PC. FDH2-11'-101z & 1 PC, FDH2-9'-10'z i i 0 JAMB i I I 20 4 PCS. FDJ8-10'-1'z
JAMB 8 FLASHING I I I
22' 2 PCS. FDH2-11'-10'r i I FLASHING i 22' 2 PCS. FDJ8 10-1z 8 2 PCS. FDJB 12 1z
I I f i
WALL PANELS
I I I
I I I 1 I I
BASE ANGLE DOOR WIDTH �� BASE ANGLE
SHEETING AND FLASHING ELEVATION
I
j
*12 SELF-DRILL WALL 12 SELF DRILL WALL
FASTENER (2=0'0.C.) FASTENER (2=0"O.C.)
j
I
DOOR JAMB 12 DOOR JAMB DOOR JAMB FASELF ENEDRILL WALL S(2'-0 OC.) DOOR JAMB DOOR JAMB
DOOR JAMB GIRT
GIRT GIRT GIRT GIRT
CIE
WALL PANEL i II
DOOR HEAD R
I i I
II
ARCH PANEL ARCH PANEL LONG
PANEL LONGSPAN
HEAD FLASHING ARCH. PANEL JAMB PANEL
JAMB FLASHING
FLASHING t14 SELF—TAPPING JAMB FLASHING JAMB FLASHING
JAMB WALL FASTENER(2=0'OC.) *14 SELF-TAPPING
#12 SELF-DRILL WALL FASTENERFLASHING WALL FASTENER (2'0'0.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(2'0'0.C.) FASTENER(2-0"O.C.) FASTENER(2'-0'O.C.) FASTENER(2'0"O.C.) FASTENER(20 O.C.)
SECTION A-'A
SECTION "B-"B SECTION '8=B SECTION'B=B" SECTION'S-5 SECTION '5"B"
(SECTION (d ARCH.PANEL) (ALT-FLASHING LOCATION) (ALT, FLASHING LOCATION) (SECTION0 LS. PANEL) (ALT. FLASHING LOCATION)
-)K INSIDE JAMB FLASHING FDJ6-12' 112 NOT INCLUDED
IN STANDARD TRIM PACKAGE MUST BE ORDERED
SEPARATELY.
SCALE: CAT[
_ �� EUFA ULA '-'' �' AIABAMA
3 REDRAWN LW T G. 1084 DRAWN BY 0VE:h'tiEAD DOOR FLASHING DETAILS Y
.� _. CHUCKED BY. -
2 GENERAL LW MM,9 8-84 — ' r;l• SiArJ & ARCHITECTURAL PANELS _.v_-
_
C Dr SIGN APP D BY. . REY N6.
_ T GENERAL. I_ v MM_. ?_ E33 —__.__ I DRAWING
_ -- _ _
REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIONS (MAC)E CK'D. DATE Issue DA7F. 2- �,� i NUMBER :OD-3
_ l
--- 4-*14 SELF-TAPPING ROOF FASTENERS WITH
- - -- 2 BEADS GUTTER SEAL EACH LAP.
CAUTION f
TO PREVENT RUST SPOTS FROM *A SELF-TAPPING ROOF FASTENER
FORMING ON PANELS,ALL SURFACES i AT EACH NIGH RIB.
SHOULD BE SWEPT CLEAN OF ALL DIE FORMED RIDGE CAP _
METAL FILINGS DAILY DURING ERECTION _ T-
412 SELF-DRILL ROOF FASTENER
412 SELF-DRILL ROOF FASTENER (LOCATE BOTH SIDES OF HIGH RIB)
(1'-O'O.C.)
6" LAP — CLOSURE STRIP LAP-0
PURLIN WEB (WITH MASTIC SEALER TOP 8 BOTTOM
1. ALTERNATE RIDGE
LONGSPAN FLASHING DETAIL
ROOF PANEL #12 SELF-DRILL ROOF FASTENER (MANUFACTURES OPTION)
BEAD
MASTIC --
BEAD MASTIC
"6' RAKE FLASHING CAULK
RURLIN _
PANEL LAP DETAIL CAULK
(3)#14 SELF-TAPPING
' ROOF FASTENERS
R
RAKE FLASHING
—BEAD MASTIC (10)-� BLIND RIVETS
EACH SIOE RAKE CAP
(3)*14 WALL FASTENERS
(OPTIONAL) RAKE CAP DETAIL
Il k
+ *14 SELF-TAPPING ROOF FASTENER i
( V-6'O.C,)
3'-0`COVERAGE EAVE CLOSURE FLASHING #t 14 SELF-TAPPING ROOF FASTENERS
(SEE SHEET SS-5) F FOR SHEET SIDE LAPS.1'6 OC.
DETAIL 'A" 1'-0' 1'-0' 1,_0, #
ROOF PANEL EAVE STRUT 12 SELF DRILL ROOF FASTENERS TO STRUCTURAL
BEAD MASTIC \ I EXCEPT USE 1 EACH SIDE OF HIGH RIB AT
� PANEL END LAPS,EAVE AND RIDGE. I
I CLOSURE STRIP Sp.1
WITH MASTIC SEALER
TOP AND BOTTOM DETAIL A I t'-0 1'-0' I 1'-O' �EXTRA FASTENERS AT EAVE
RAKE FLASHING + STRUT END LAPS AND RIDGE
_ ROOF PANEL DETAIL 'I
GUTTER NOTE
USE CORNER BOX REC-1LR #12 SELF-DRILL ROOF FASTENERS
FOR BUILDING WITHOUT MASTIC SEALER LOCATE EACH SIDE OF HIGH RIB
I GUTTER. rFOR MARK NO.
ROOF PANEL GUTTER CLIP SEE CHART ON
SHEET SS-5.
(8)-ts BLIND RIVETS _ #14 SELF-TAPPING- ROOF FASTENER
�1 TYP.LAP CLOSURE STRIP(LSP I) � (LOCATE 3'0"OC )
FLASHING DETAIL AT EAVE MASTIC SEALER (—
—GUTTER CLIP GC-A (3-O'OC.)
FOR FLASHING MK NO SEE SHEET SS-5)
CAULK (2 BEADS) � *12 SELF-DRILL WALL FASTENER
OUTSIDE CLOSURE (LOCATE 1'-0"J DRILL SIZES
I CORNER BOX i
(ATTACH WITH 20 1 USE 32mSHEETERS DRILL FOR*12 SELF-TAPPING FASTENER
'e BLIND RIVETS) *14 SELF-TAPPING WALL FASTENER AT PANEL TO STRUCTURAL CONNECTIONS
12-"BLIND RIVETS ( LOCATE 1'-O') '•
12 BLIND RIVETS EACH LAP(TYR) WALL PANEL 2 USE e m SHEETERS DRILL FOR s BLIND RIVETS.
EACH LAP(SEE 3. NOT REQUIRED FOR SELF-DRILLING FASTENERS.
GUTTER CROSS 2-�;BEADS OF GUTTER LH CROSS SECTION
- SECTION BELOW) SEAL EACH LAP RAKE 4 USE 'aOSHEETERS DRILL FOR#14 STITCH FASTENERS
GUTTER LAP FASTENERS AT GUTTER LAP FLASHING
BLIND RIVETS
GENERAL NOTES
1.ALL ROOF PANEL SIDELAPS & ENDLAPS TO HAVE
CAUTION
CONTINUOUS STRIPS OF MASTIC SEALANT. --(8)- 'e BLIND RIVETS
2 ALL GUTTER AND RAKE LAPS TO HAVE TWO 'a BEADS SHEETS MAY BE HEAVILY OILED AND SLICK
OF GUTTER SEAL CROSS SECTION WIPE CLEAN BEFORE INSTALLATION
RAKE FLASHING_ LAP THRU RAKE FLASH LAP
SCALE:. f DATE
g (_ I� EUFAULA A -''� ter ' ALAOAMA
P 3 REDRAWN }�. ,a. M MC,10-E3a
DRAWNSY FASTENER DETAIL FOR ROOF '.'
2 GFNFRAL I / M MM" 4-84 cNFcKEoav LONGSPAN PANEL
t FFNE:_f2Al_ T h Mc 2 83 DesicNANpo BY: DRAWING
- --= - -- - F D 1
RLV NO.
NUMBER 3
x NO. REVISIONS MADECK'D.OR7E NO. REVISIONS MADE TE NO REVISIONS CK'D DA . I�RADr CK'D.DATE
RAKE FLASHING`
&GUT'ER RK-1 OR SRF-1
EAVE STRUT
BEND ALONG DOTTED LINE
` #14 SELF-TAPPING WALL FASTENERS 'I
CUT ALONG SOLID LINE V-O" OC. AT EACH HIGH RIB
\ - EAVE FLASHING
SELF-TAPPING WALL
OUTSIDE CLOSUREFASTENER AT EACH HIGH RIB
�-STRIP LSP-0� Ji (SEER NDWALL DETAIL
• �� i I i �1 I jll I 41 I
SIDEWALL GIRT
'• \\ GABLE ANGLE I I I� ENDWALL GIRT
- I III II I Ili �• i .I.
GUTTER II 11 ( jI
RAKE FLASHING
-
-CAP FLASHING FCP 1� _ ' II, � 1 III � I �I• I II!
I l
(4 /12 BUILDINGS ONLY)
jl *14 SELF-TAPPING
WALL 2 FASTENERS
-6 0.0
(j
4x5 DOWNSPOUT \� / \w` `WALL FASTENER II
v PURLIN OUTSIDE CLOSURE(LSP-O) I III
(1 /12 BUILDINGS
OR LESS) III
BLIND RIVETS
ENDWALL DETAIL AT RAKE i II
GENERAL NOTES
DOWNSPOUT OUTLET DETAIL
I '
1. CROWD OR STRETCH PANELS SLIGHTLY AS
NECESSARY TO MAINTAIN 3-0" COVERAGE PER
CLOSURE STRIP LSP-I
t EACH PANEL) PANEL.
( I
2. PANELS MUST BE INSTALLED SQUARE WITH
ROOF PANEL
BASE ANGLE BUILDING FRAME.
GUTTER 3, PANEL LAPS STITCHED 2-0" ON CENTER WITH
GT-1 #14 SELF-TAPPING WALL FASTENERS.
DOWNSPOUT CLIP FDC-2 4 FOR FLASHING MARK NO SEE CHART ON SHEET
*12 HEX-HEAD SCREWS
0 6-0'• O.C. MAX. SS-5
II CORNER FLASHING BASE ANGLE CORNER
CLOSURE STRIP LSP-I J
FCR-LENGTH FBC
EAVE STRUT BLIND RIVET
t �
ft
DOWNSPOUT CLIP 14 SELF TAPPING
WALL FASTENERC�--SIDEWALL GIRT 4x5 DOWNSPOUT I
4x5 DOWNSPOUT GIRT,BASE ANGLE, DETAIL A 012 SELF-DRILL WALL FASTENERS
2-BLIND RIVETS EAVE STRUT OR AT SIDEWALL AND ENDWALL GIRTS,
#12 WALL FASTENER BASE ANGLE, EAVE STRUT AND
SIDE WALL PANEL GABLE ANGLE
1 SIDEWALL PANEL
C GABLE ANGLE SAME LOCATION
BLIND RIVET FOR LINER PANELS.
DOWNSPOUT CLIP r SIDEWALL GIRT ---- - — — --�
�YJ✓ SECTION THRU DOWNSPOUT FASTENER LAYOUT
• i BASE ANGLE DETAIL`A EAVE FLASHING—�
FINISHED FLOOR
#14 SELF-TAPPING WALL. (SEE SHEET 55-5 CAULK
FASTENER 2-0" O.C. FOR MK.NO.)
p '4 FIELD CUT DOWNSPOUT LENGTH AS REQUIRED
it 11 *14 SELF-TAPPING WALL
1 ° FASTENER 1'-O" O.C.
DOWNSPOUT SCHEDULE
RIVETS
DOWNSPOUT DETAIL -- DOWNSPOUT �_:-6 RIVETS AT
EAVE DOWNSPOUTS CLIPS FDC-2 FLASHING LAP
i
10 1 pc. FDSE-9.7 -3 DETAIL B
12 1 pc. FDSE-11.7 3
DOWNSPOUT LOCATION 14 1 c. FDSE-13,7 3
_ OUTSIDE CLOSURE
BUILDING WIDTH LOCATION 16 1 pc FDSE-15,7 4 / STRIP LSP-O
30, 40; 50:60; 70'& 80 40'OC. 18 1 pc. FDSE-13.7&112 pc.FDS-9 7'* 4 r-
100 35 OC 20 1 pc: FDSE-157 &1/2 pc FDS-9.7 4
120' 30'O.C. 22 1 pc FDSE-15.7&1/2 pc.FDS-13.7 5
i
130;140: 150'& 160' 250C. 24 1 pc. FDSE-157& 1/2PC FDS- 9.7* 5 DETAIL^B COPNtP DETAIL DETAIL AT EAVE
180; 200: 240'& 250' 20`0C. 26 1 pc FD.:E-157& 1 pc Fps-11 .? 5
2801_300', 320, 350' & 361_10'
1 O.C. 28 1 pc F D S E-15 & 1 pc FDS- 13.7 6
420 8 480 O.C.- 30 1 pc. F G5E-15.7 & 1 pc FDS 15.7 6
SCALE j DATE,
i
k ' EUFAUTA .-'Zs t ',_ Al q0A 4iq
F SIENFIR DETAIL FOR WALLS
GHECKM BV, •'
' A�
LvNc st Ata PANEL
2 REDRAWN AM h+Mc'1)-84 DEsicnnvr•n c,v II DRAWING �-^ r.Cv no
jr, NO. REVISIONS MADE CK'D.DATE NO. REVISIONS .MADE CK'D.DATE NO. REVISIONS !MADE CK'D.DATE I 1 ^-} ix`4Y NUME3ER r D - 2