HomeMy WebLinkAbout0058 PLANT ROAD - 294-76 o �
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lop
N MERICAN B IL IN
PERMIT # 27659
TIMOTHY R. LUZIETTI
WAREHOUSE
58 Plant Road A=294-76
Hyannis
6'
U
A.B.C. JOB NO.
REACTION SCHEMATICS
REACTION TABLE (KIPS)
LOAD DESC WIND A B C D
_ OL•LL 2.e 2I1.2 2 21.
A COLYL L 3 ON -1./ 6
DLLL•I& R -3.9 12.-
0
COL LINES. 2-a
a
RIGID FRAME COLUMNS
COL LINES- 2-3
MAX. VERTICAL LL • DL E.Y. REACTION .TT I K
f �I MAX. VERTICAL YL + DL E.Y. REACTION -AZ'
MAX, HORIZONTAL YL + DL E.V. REACT ON a[
)
�X AARRAA�r���AA�yA
trTw3'Si�cTTSI nAr
I
i
I. THE BUILDING MUNUFACTURCR ASSUMES NO RESPONSIBILITY OR a. FOOTING SHMD EXTEND A nINInMI OF tl INCHES INTO KATURAL B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOW- 12. ALL ANCHOR BOLTS SHALL BE ASTM A30F OR EOUµ IN ORDER TO A h
CONSTRUCTION FOU1DA11 ON. FLOOR. OR SLM DESIGN OR COMN'AC�EO ANDE THELF0051 NCESHAL E%TENDHTOTNAeUR DE. RESSI YE STRENCi STRENGTHSTRESS
OOO P.PCSE'E �TAZBHDAYS,MINIMUM COHf- BASED ALLOWABLEALL04ABLE'D THE LSTRESSES MFCI VENERj NSTHESIHANUALASSIU SIEOEL �O"L�(Y.
IN µL CASES THE FOOTING SHOULD E%TEND AT LEAST 6 INCHES CONSTRUCTION. STH EDITION. A.I•S.C. 1980, SECTION 1.5. CJj rfl
2. THE FOUM"I ION DESIGN SHOULD BE GONE WITH DUE REGARD TO BELOW THE LOCAL FROSTLIKE. 9. UNLESS EXPLICITLY NOTED OTHERWISE. ALL EMBEDDED STRUCT- VH
THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOB ORAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MUTERIALS. AND DESIGN LOADS ARE,
SITE. 6. ALL BOLTS SHALL HAVE A 2 INCH PROJECTION (UNt ESS NCTED) LABOR SHALL BE SUPPLIED 8r THE FOUNDATION CONTRACTOR. 1. METAL BUILDING DEAD LOAD IDLY ..•;�_.:.
FROM IHE FINISHED CONCRETE EXCEPT 112 INCH DIAMETfx BOLTS 2. ,) PSF ROOF LIVE LOAD (LL)
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AT DOORS WICK SHOULD HAVE A PROJECTION OF I INCH. PRO- IO.ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR. INCLUDING 3. l G 1 ) PST
WIND LOAD (IA)
AS IMET AIPLY TO A PARTICULAR BUILDING AND MUST BE AGE- JECI[NG THREADS SHOULD DE GREASED OR OTHERWISE PIC•ECTED PROJECTION FROM CONCRETE. DIAMETER. AND OUANTITT.
OUATE TO RESIST ALL CRITICAL COMBINATIONS FOR EACH OF THIE VNT IL ERECTION. �•
VAR:DOS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE 11-DOLT LENGTHS SHOULD BE SUFFICIENT TO ALL Old ENOUGH GIBED- DESIGN COME INATIONS ARE-
MAX HUM DESIGN LOADS f0 BE RESISTED BY THE FOUNDAYION. 7. THE TOP OF THE FOUNDATION OR F10OR SNµI BE SOUAR£. LEVEL TENT INTO THE CONCRETE FOR THE BOND STRENGTH (WITH OR I. DL
• ILL SCALE t NONE DATE LUZ]ETT I POOLS
AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET !�A WITHOUT HOOKS) TO DEVELOP AT LEAST 75% OF THE µLOVABLE 2. DL YL HY A N NI S.M A
+. REINFORCING BARS. WIRE MESH. ANCHOR BOLT SHEAR ANGLES. TOLERANCE Of •- I/16 INCH ON DIMENSIONS WITHIN 11E GROUP TEAS LE CAPACITY Of THE BOLT. AND IN NO CASE SHALL THE .5. [1t 1 NIL?LL TRANS! BY. 1 ii Lf:�'�.S
ilF RDOS. AND/OR HAIRPINS (HOOK BARS) SHOULD BE INCORPOR- SPACING FOR AN INDIVIDUAL COLUMN. µL OTHER DIMENSIONS LENGTH OE LESS THAN 20 TIMES THE BOLT DIAMETER UNLESS EUFAULA ALABAMA
ATED AS REOVIRFD INTO THE FOUNDA710N DESIGN. COLUMN BASE aMAll BE YIfNIM •- I/tl INCH. OTHERWISE MOTEO. /HFSE DESIGN LOADS AND COMBINATIONS ARE APPLIED [NECKED BYi SE A C O AST C ON ST.
HORI tONi AL THRUST ACTING IN CONJUNCTION WITH APPLICABLE IN ACCORDANCE WITH THE METµ BUILDING SYSTEMS rAMERICA., BUILDINGS
of RI)CAL REACTIONS. MUST RE SU:IAINED By HAIRPIN. TIE HANDAL. IMBMA/ '811. DESIGN APPD. BY —DRAW I N G EV.ND
ROD. BUTTRESSES. OR COMBINATIONS OF THESE DR OTHER
GEPCNDABLE MEANS.
NUMBER t 21-7956-01 AB-2 1 0
WARREN. TIMOTHY E 02/25/85 15,55,47
70'O OUT TO OUT OF CONCflETE
1'0 2A'0 20'0 24'0 "0
22 _ 22 - OF
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SCALE. NONE DATE LUZIETTI POOLS
HYANNIS.MA
DRAWN BY 71M ;'L�".`;`; SEACOAST CONST. EUFAULA "`-Y. a= ALAIIAMA
cRECKED Br.
_ AMER ICAN BUILDINGS
DESIGN AVRD. BY / DRAWING EV,NO
NUMBER i 21-7958-01 Ali-I 0
WARREN. TIMOTHY E 02/25/85 15-55,47
70'0 OUT TO OUT OF PURLIN LINE
I•p 1 24'0 2 2010 3 21.0 1.0
9214-26.6 •ZIW23.0 •Z14-26.6
TTP. U.M. TT►. U.M. TT►. U.M.
3ES28-25.0 3ES48-20.0 3E52t-2s.0
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rMS28-25.0 �MS49-20.0 3ES24-25.0
ROOF FRAMING PLAN RF01
SCALE- NONE DATE LUZIETTI POOLS
HYANNIS•MA
DRAWN BY. Tn 'i '-II:.-F` ".UILDI..l
SEACOAST CONST. cuPAULAA�As4nA
CHECKED BYE rAMERICAN
DESIGN APPD. BY `' DRAWING EV.ND
NUMBER 21-7958_01
WARREN. TIMOTHY E 02/25/85 15.55-47
i
i
12 12
25.1; 2s•1 1
„ 11
24'33 24.33
Bs B
1
LP25-25.0 11, LP26-23.0
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3 • 5'0 1/4(+- I/ 6) 3 • 5'0 I/4(+- I/I6) °
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25'0 TO RIDGE 25'D TO RIDGE
50'0 OUT TO OUT OF GIRT LINE
FRONT REM �°`';� Qf1�,•, ..
RIGID FRAME CROSS S`=CTION CS01
SPLICE BOLT TABLE C� .' ,� •:
w.
SPLICE OTT SIZE DEPTH FRAME LINES 2- 3 LJSE 112 I I%2 H.T BOLTS AT
A B 0 3/4 X 2 1'3 13/16
B 14 0 3/4 X 2 3'3 15/l6 ALL PURLIN TO RIGID FRAME
C 8 0 3/4 X 2 1'3 15/16 U r+ <
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wSCALE- NONE DATE LUZIETTI POOLS
HYANNIS.MA
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CHECKED BYi AMERICAN BUILDINGS
DE51GN APPD. BY .jl DRAWING REV.NO
NUMBER 21-7958-01 E-2 0
WARREN. i)MO1HY E 02/25/8S 15.55,47
f3ES29-25.0 3ES48-20.0 3ES29-25.0
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9.5Z14-24.6 1/2 9.SZ1¢19.1 9.5Z14-24.6 1/2
TYP. U.N. TIP.`U.N. TYP. U.M.
110 24'0 2010 24'0 110
70'0 OUT 70 OUT OF GIRT LINE -
FRAMED OPENINGS SHOWN FOR
MK, ND.S ONLY. NOT FDRLOCATION SIDEWALL FRAMING ELEVATION SWO1
i.3ES29-25.0 gr3EE49-20.0 3ES29-25.0
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ALL 9.5 CDNNECTIONS
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EC-910I RC-0101 RC-0101
EC-9101
9.5Z14-24.6 I/2 9.SZ15-19.1 9.SZ14-2/.6 1/2
TIP. U.M. TYP. U.N. TYP. U.N.
110 24'0 2010 24'0 1'0
4 3 2 1
701'0 OUT TO OUT OF GIRT LINE
SIDEWALL FRAMING ELEVATION SW02
SCALE NONE DATE LUZIETTI POOLS
HYANNIS.MA DRAWN BY�—!�`�
CHECKED BY.
SEACOAST CONST• EUE AULAALABAMA
rAME"RICAN
DESIGN APPO. BY DRAWING INIEV.NO
NUMBER 1 21-7958-01 E-b I 0
WARREN. TIMOTHY E 02/25'85 75,55-47
RC 3
2PC RKI-15.3 ABC 2PC RKI-IS.J
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Tyr. U.M. BZ14-19.1 BZ14-B.9 1/2 7 - ' ' ► i - - - - <_
T y►. U.M. ` `
Tyr. U.M. L a s a i i i C i L ► s 7 a 4 L
92 t9'22 20'0 9,212 912
D C B A
50'0 OUT TO OUT OF GIRT LINE SHEETING PACKAGE MK# SP-01
ENDWALL FRAMING ELEVATION AT FRAME LINE 1
GABLE ANGLE GA-1 TYPICAL CRAFTERS
WORK JAT`'IBS TO USING CP-ZORc-3
2PC RK1-15.3 ABC
2PC RKI-t3.3
ER-9202 RB_3`3
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4'2I2912 1 Gi0 •i-+20•0 14'Z12 512
A B C 0
50'0 OUT TO OUT OF G:RT LINE SHEET I NG PACKAGE MK# SP-01
ENDWALL FRAMING ELEVATION AT FRAME LINE 4
GABLE ANGLE GA-1 TYPI CAI
SCALE NONE DATE LUZIETTI POOLS
HYANNIS.MA
DRAWN BY, -' � -.��;c,
CHECKED BY. SEACOAST CONST. EDF"DL" ALABAMA
OE51GN APPD. BY AMERICAN /lu�,py..l�BU I LD I NGS
DRAWING REV.NO
NUMBER I 21-7958-01 E-4 0
MARRFN. TIMOTHY E 02/25/85 15-55,47
e"
FINISHED 2" 2 FINISHED FLOOR GUIDE ANGLES FINISHED FLOOR
2" 2" FLOOR (NOT BY A.B.C.}
it I I GENERAL FOUNDATION NOTES
-
` ' ' 3.• 1 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILITY OR LIABILITY
FOR FOUNDATION, FLOOR OR SLAB DESIGN,OR CONSTRUCTION.
---- _if 1 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE
LL •o ` , o SPECIFIC SOIL CONDITIONS PRESENT AT ACTUAL JOBSITE.
c.
a / 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS
,zm ANCHOR BOLTS • �i0 ANCHOR BOLTS rV ', � _`' � � THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RE-
"'�� OUT OF
SIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS
CONCRET
(BEYOND)E
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 S'J TAINED 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
}�ANCHOR BOLTS xO'-6" SHALL EXTEND TO NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EX-
TEND AT LEAST 6"BELOW THE LOCAL FROSTLINE.
+z# ANCHOR BOLTS x O'-6" 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED IN FOUNDATION
BASE ANGLE FASTENERS (NOT "ID WALLS AND SLABS MIDWAY BETWEEN COLUMNS.(NEVER AT COLUMNS ).
BY A.B.C.) (MINIMUM V4 7THE 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 =115
0. C. MAXIMUM SPACING OR
N
EQUAL BY OTHERS) - - ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUM .
2 2 ; ' ALL OTHER DIMENSIONS SHALL-BE WITHIN t 'e INCH.
I
a , _ — - , —- 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE
�,- > ° v. 2 i,i 2 ;!, BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
D.. • STRENGTH OF 3000 P S.1. AT 28 DAYS.
J, I 9. UNLESS EXPLICITY NOTED OTHERWISE,ALL EMBEDDED STRUCTURAL STEEL
'. (INCLUDING ANCHOR BOLTS),OTHER MATERIALS,AND LABOR SHALL BE SUP-
Ic p� PLIED BY THE FOUNDATION CONTRACTOR.
° B A
I r�7_
10, ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PRO-
JECTION FROM CONCRETE,DIAMETER ,AND QUANTITY
2" NOMINAL DOOR WIDTH 2 42� d-O 2" 11. BOLT LENGTHS SHOULD BE SUFFICIENT TO ALLOW ENOUGH EMBEDMENT IN-
12,-4, TO THE CONCRETE FOR THE BOND STRENGTH (WITH OR WITHOUT HOOK) TO
DOOR WIDTH.d" 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 z
� DIAMETER LENGTH PROJECTION
x �.. 1, 3. 2"
Z 7e' 1,-6• 2.
~U'
Z J
W 1" 1 -9" 2
1e 2-0• 24
0•
I
4" MIN. TENSION PLATE
(AS REOD.)
SCHEDULE OF MINIMUM RECOMMENDED
RECOMMENDED ANCHOR BOLT DETAIL ALTERNATE ANCHOR BOLT DETAIL - __-- ANCHOR BOLT LENGTH_
I SCALE DATE 000
- -_ - - -- I GENERAL FOUNDATION NOTES FUFAULA - .'�y�.`J_—� AP•'aP
— -- FCt,,,E
AND 2 CORRECTION IN NOTES I� MMC 10-84cKcob MARK ND R�VISIC)N ONIY k t MC I ,.N^•Fy A` 4-83 GENERAL CONCRETE DETAILS -FN - 1 h
NO REVISIONS MADE CK'D.GATE NO. REVISIONS MAUE CK'D.DATE NO REVISIONS R4ADE CK'D DATE NUMBER
5
RIGID FRAME RAFTER RIGID FRAME RAFTER-
RIGID FRAME COLUMN RIGID FRAME COLUMN
�\ RIDGE RAFTER RIGID FRAME RAFTER
LrNOTE
BOLTS
A325 BOLTS
A325 BOLTS A325 BOLTS
NOTE' NOTE NOTE :
SEE FRAME CROSS RAME CROSS SEE FRAME CROSS SEE FRAME CROSS
SECTION FOR QUANTITY ON FOR QUANTITY SECTION FOR QUANTITY SECTION FOR QUANTITY
AND SIZE IZE AND SIZE AND SIZE
1 HAUNCH CONNECTION 2 HAUNCH CONNECTION 3 BOLTED RIDGE CONNECTION 4 BOLTED SPLICE CONNECTION
I S1 LRF, RF, LSS BUILDINGS S1 GC,LP2, LP4, SSF BUILDINGS S1 ALL BUILDINGS S1 ALL BUILDINGS
RAFTER RIDGE RAFTER
INTERIOR COLUMN
• RIGID FRAME COLUMN
A325 BOLTS — BASE PLATE
I
A325 BOLTS I NOTE,
I SEE FRAME CROSS
NOTE I SECTION FOR QUANTITY
SEE FRAME CROSS I AND SIZE a
INTERIOR COLUMN
SECTION FOR QUANTITY I o I o
AND SIZE I INTERIOR COLUMN
ANCHOR BOLT (SEE ANCHOR BOLT ANCHOR BOLT (SEE ANCHOR BOLT
PLAN FOR SIZE AND QUAN"TY} PLAN FOR SIZE AND QUANTITY)
5 FRAME DETAIL AT 6 RIDGE DETAIL AT 7 BASE DETAIL AT g BASE DETAIL AT
51 INTERIOR COLUMN S1 INTERIOR COLUMN S1 EXTERIOR COLUMN 51 INTERIOR COLUMN
12
EAVE STRUT
\
PURLIN 51 EAVE STRUT
PURL or BY-PASS GIRT
1 EAVE FRAME BRACE
FRAME BRACE ————— —— T ' —
'20x 1�a A325 BOLT
WITH WASHER (TYP.) " t
\ 1
_ 1
120 x1a A325 BOLTS
WITH WASHER \ • •
RIGID FRAME RAFTER �\ • •
'2 x 1 i A225 BOLT
WITH WASHER EAVE FRAME 7BRACE +' 1'
zOx1a A325 BOLT
• • WITH WASHER
�#xta A325 BOLT
FRAME BRACE WITH WASHER A325 BOLTS SPLICE PLATE
Y#x 1+A325 BOLT $1 COLUMN A325 BOLTS
WITH WASHER
NOTE NOTE:
SEE FRAME CROSS SEE FRAME CROSS
RIGID FRAME RAFTER SECTION FOR QU4'!TI'Y SECTION FOR QUANTITY
AND SIZE AND SIZE
9 FRAME DETAIL i0 SECTION THRU FRAME 11 12 SECTION THRU HAUNCH
51 AT FRAME BRACE S1 AT FRAME BRACE 51 EAVE FRAME BRACE DETAIL S1 AT EAVE FRAME BRACE
g SCALE: DATA
I!CR-.NN BY EUFAULA -!_a ;E� AIABAMA
SECTIONS r,ND DETAILS
1 DESIGN APP C Bb' REV.NJ
-r.._= --.._._. DRAWING
_ FNERCL ?�� �IC`h A .�� rc a� 'I
( REVIS.uNb Cn'D. LIAT:. .'Si"NS 1 DE,CK D 1DA.TE,,NOj P.cVISIGNS _ Y�ATE i - � - - � NUh'BER S1
'2OX11q A325 BOLTS N'
8 ESvE WITH WASHER aQX2"A325BOLT a¢X 2�A325 BOLTS—�
STRUT 2 mX 1a A 325 BOLT
I
Ij
CORNER ---
CO_UMN -__-- - - — LL EAVERAFTER ENDWALL ENDWALL (SHOP SPLICE)
RAFTER (DOUBLE
ENDWALL RAFTER
(SINGLE 11
RAFTER CHANNEL` 1RAFBTER CHANNEL` (CHANNEL RAFTER SINGLE OR BE/
ES
JJ CORNER COLUMN 53 ENDWALL RAFTER s3 ENDWALL RAFTER s3 ENDWALL RAFTER
CONNECTION DETAIL SPLICE DETAIL SPLICE DETAIL RIDGE DETAIL
�24)X11aA325 BOLTS
8 EAVE WITH WASHER
STRUT--,,, �tl
�X14A325 BOLTS F=====___ ---
10X2'A325 BOLTS i 3q(DX2'A325 BOLTS i 3'
, I i q�X2'A325BOLTS
ENDWALL INTERIOR I I
COLUMN i � , �
ENDWALL ENDWALL ii ii COLUMN
I I ENDWALL INTERIOR RAFTER
ENDWALL INTERIOR RAFTER -------- I I CLIP-ICC- 2
CORNER I SINGLE CHANNEL COLUMN ( COLUMN I I /DOUBLE CHANNELCOLUMN RAFTER 1 RAFTER(WIDE FLANGE) AVE i I COLUMN CLIP COLUMN CLIP I i i RIGID FRAME
RAFTER , , I (SHOP WELDED) ;, i' (SHOP WELDED) I i I '
ENDWALL RAFTER
I I I 1
5 6 7 8
s3 CORNER COLUMN s3 ENDWALL INTERIOR COLUMN 53 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-11_ COLUMN GC COLUMN
ImX2'A325 BOLTS (SINGLE CHANNEL 1 (DOUBLE CHANNEL\
R1COLUMN / `COLUMN / (WIDE FLANGE)
GC-1 -GC-1
R R
ENDWALL INTERIOR �___-____ ---- -----F-- a - - -- ---_-� = 3----- -==-F_
COLUMN
I
I I I I
E NDWALL �* '
-------- RAFTER '
I I (WIDE FLANGE)
I
COLUMN CLIP i20X11a A307BOLT GIRT 'ZmX1gA307BOLT GIRT 1 i"
2�($X1gA 307 BOLT GIRT
(SHOP WELDED) WITH(2)WASHERS WITH(2)WASHERS \
WITH(2) WASHERS
GIRT EXTENSION GIRT EXTENSION
ANGLE GEA-1 GIRT ANGLE GEA-1 ANGLE XGEA-1 _
9 10 11 (3_3�
ENDWALL INTERIOR COLUMN 53 GIRT CONNECTION DETAIL 53 GIRT CONNECTION DETAIL GIRT CONNECTION DETAIL
CONNECTION DETAIL AT ENDWALL INTERIOR COLUMN AT ENDWALL INTERIOR COLUMN T ENDWALL INTERIOR COLUMN
SCALE: NUNE DATE
Y
- DRAWN BY R EUFAUTA AL AIiA A
7 s tl �i i� a �q _ SECTIONS AND DETAILS
f�Tire � , 6 a , t� crlEcn:Fo[iv r! .3t
__ cis.�N APFD BY DRAWING •-----
NO. REVISIONS MADE CK'D. DATE NO. REVISIONS MAD
C CK'D. DATE NO REVISIONS MADE CK'D DATE NUMBER S 3 2
,-.— _.
k
{--PURLIN PURLIN 7—PURLIN PURLIN
ENDWALL
------------- -----------
------------ — -----------
1'
RAFTER 12 WITH WASHERSBOLT 12(�X 1 q A307 BOLTS 1' X1 q A307 BOLTS
ENDWALL X1q A307 BOLTS
ENDWALL WITH WASHERS 1'
RAFTER WITH WASHERS
(RAFTER
CHANNEL WITH WASHERS ��
`RAFTER � RAFTER ENDWALL
(SINGLE CHANNEL) DOUBLE \ RAFTER
(RAFTER J CHANNEL) (WIDE FLANGE)
RAFTER
1 2
3 a
sa PURLIN CONNECTION DETAIL S4 PURLIN CONNECTION DETAIL Sa PURLIN CONNECTION DETAIL sa PURLIN CONNECTION DETAIL
AT ENDWALL RAFTER ENDWALL RAFTER AT ENDWALL RAFTER AT ENDWALL RAFTER
—PURLIN SIDEWALL
j COLUMN FRAME BRACE GIRT
COLUMN FRAME BRACE
SIDEWALL SIDEWALL I 12�X1q A307 BOLTS
GIRT CORNER CORNER WITH WASHERS
I COLUMN GIRT j' COLUMN CORNER
(WIDE FLANGE) I COLUMN
--------------____-- -- __-- RIGID FRAME
- ------ - -- --- i ENDWALL
CORNER
' CORNER I� '
GIRT CLIP i i GIRT CLIP I CORNER
ENDWALL 12�X14 A307 BOLTS CGC-1 i; CGC-) GIRT CLIP I
_ __ --- CGC-)
RAFTER WITH WASHERS I I ----- --------- --------------- t
ENDWALL GIRT
(RIGID FRAME) II I I
12�X14 i 1zX11q I it 1��X14
A307 BOLTS A307 BOLTS A 307 BOLTS _----__---------
WITH WASHERS I i' WITH WASHERS i� WITH WASHERS I ij I
5 II
ENDWALL GIRT ENDWALL GIRT
sa PURLIN CONNECTION DETAIL 5 9CORNER
AT ENDWALL RAFTER - CORNER GIRT CONNECTION GIRT CONNECTION sa CORNER GIRT CONNECTION
SIDEWALL
GIRT i -------}I CORNER CORNER
CORNER
COLUMN ENDWALL COLUMN ENDWALL COLUMN ENDWALL
GIRT EXTENSION GIRT CLIP CORNER RAFTER RAFTER (WIDE FLANGE) RAFTER
ANGLE (GEA-1) GC-1L COLUMN (SINGLE CHANNEL
I 1 DOUBLE CHANNEL
___ �RIGID
FRAME I RAFTER (RAFTER � I i (DOUBLE CHANNEL,
I f
_ ENDWALL WITH j i i �RAFTER
( INSET SIDEWALL _
\GIRTS i
CORNER 12�X1q A307 BOLTS WITH WASHERS
GIRT CLIP
CGC-12 L
X1q A 325 BOLTS I I
~- - --------------- EAVE i 12�X114 A325 BOLTS i �X114 A325 BOLTS
ENDWALL STRUT I I EAVE
1 GIRT SAVE
� STRUT i STRUT
ENDWALL GIRT LINE ENDWALL GIRT LINE ENDWALL GIRT LINE
9 -= 10 11 12
sa CORNER GIRT CONNECTION sue' EAVE STRUT CONNECTION sa EAVE STRUT CONNECTION sa EAVE STRUT CONNECTION
TO CORNER COLUMN TO CORNER COLUMN TO CORNER COLUMN
' SCALE: DATE
4 DETAILS 10 11 12 KC MMC 10 84
3 RFVI FD `POTIONS 6788 + AM M.Mc 4-84 L)HAN'NHY EUFAULA 1T
a r E D F TION 1�r P.1 "— ; s✓ Mt1c 1> s3 CHECKED BY SECTIONS AND DETAILS , AL ABAMA
---__ _ CH
_.
---' — G-0� �� ti�I oe>Ic.H arvn BY DRAWING .alt •.
NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIDNS` 'MADE CK'D.DATE ISSUE DATE' 4-82 NUMBER S4 Lj
.-....: A4.- __•. ..... ;.s::....•a'.�Lz^r--,-,-p-.:r v4^**i'^,^• -'gym v.. � .r�.rrae•:.c_�s. ,.-.......a r ... .. .
a.T
ti
3" 1.6. 1.6.. 1.6. 1.11,z. � , ,,,2^
1 — —— — — — — — — — —— — -
I � I
I I I
I I I
PURLIN OR GIRT PURLIN OR GIRT PURLIN OR GIRT PURLIN OR GIRT
III,," A307 BOLTS 'a 1 i A307 BOLTS 'z 4'1 4 A307 BOLTS 'z(>1 i A307 BOLTS
WITH WASHERS RAFTER OR COLUMN WITH WASHERS RAFTER OR COLUMN WITH WASHERS RAFTER OR COLUMN WITH WASHERS RAFTER OR COLUMN
S5 PURLIN AND GIRT CONNECTION 55 PURLIN AND GIRT CONNECTION 5 PURLIN AND GIRT CONNECTION S5 PURLIN AND GIRT CONNECTION
0'-6" LAP AT FRAME LINE 1'-9" LAP AT FRAME LINE 31-0" 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-i LR FOR 8-GIRTS) EAVE STRUT EAVE STRUT
'z4).14'A307 BOLTS (GC-3 FOR 92GIRTS) PURLIN
WITH WASHERS GIRT
ri (4)'z('1'4"A325 BOLTS (4)z 4X12A325 BOLTS
WITH WASHERS WITH Vv'ASHERS RAFTER
I
i
EAVE STRUT PLATE
GIRT GIRT EXTENSION ANGLE(GEA-1 FOR 8" GIRTS) (ESP-1)
(GEA-3 FOR 91 GIRTS) RIDGE BRIDGING CLIP X2.11 FASTENERS
EAVE STRUT COLUMN
BRACKET EACH SIDE
5 GIRT CONNECTION TO COLUMN 5 EAVE STRUTCONNECTI.ON TO COLUMN EAVE STRUT.CONNECTION TO COLUMN 8 DETAIL AT RIDGE BRIDGING CLIP
55 GC, LP2,LP4 &SSF BUILDINGS S5 LRF, RF & LSS BUILDINGS SS GC,LP2,LP4 &SSF BUILDINGS S5 j
I
34 34 ;
NOTE
TURN OF THE NUT METHOD
A METHOD FOR PRE-TENSIONING HIGH
STRENGTH BOLTS. THE NUT IS TURNED
FROM THE SNUG-TIGI'T POSITION,CORRE- O PURLIN
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 ROT4TION REQUIRED BE-
(BY OTHERS) ING A FUNCTION O'THE BOLT DIAMETER A 307 MACHINE BOLT ANTI-ROLL CLIP
BASE ANGLE AND LENGTH.
I I —2-#12 SELF DRILL #12 FASTENERS FPCP-1
- -- FASTENERS 78 78
- -- PURLIN
I I ,..T RAFTER
I I �x7L
1 I \O7 I y --..--MANUFACTURER'S
IDENTIFICATION
SYMBOL
NUT HEAD '2'0•1V A307 BOLTS
A 325 HIGH TENSILE ELT WITH WASHERS
(BLACK FINISH)
9 PLAN VIEW RIDGE BRIDG esio5
ING CLIPSECTION THRU BASE ANGLE \ SECTIONTHRU PURLIN AT ANTI-R LL CLJP_ 1 55
s- ASTM A307,A 325 BOLT IDENTIFICATION LSS & SSF BUILDINGS
1084I SCALE PDTE
-_------ - - L ---jj -�-
3 REVISED ADDEDI NOTE 8 REVISE (5-- ) 5 ( ,.M M 8
4 -- r \} r r
5 DETAIL 11 I rL MM�
� _ �" c ! — EIIL AULA -'1,� Al 4pAMA
'� �3 COHE[KIBY - _ SECTIONS AND DETAILS - _
2 ADDED NOTES _ w E 1M MC 2 83 o By _ _
1 _CHA(J ED h�),r L.FtJC H (7 1 9-H2 Dt-SlcrvnIFD Rv_—_ DF:AWIDJG RCv ear;
...�_ .� __.- E _. 4—__ NIJM13F I?
S5
gg _ _ ___. _ 5
g NO. REVISIONS MAUEtCK'U DAiEI'INO RE_VISION', MAD!_ .K D DAIL .No REVISIONS IMAGE K D DATE IS.,L DATE: 4-82
I
, - ..
SAG ANGLE TAB INSERTED INTO
9 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 i OR RAFTER
SAG ANGLE OR RAFTER
i
BEVEL WASHER BEVEL WASHER
12 HEX HEX FASTENERS __+
HEX, NUT \\\ EYE BOLT Ncii NUT \
PURUN -
CUT WASHER CUT WASHER
SAG ANGLE
1 3 CABLE BRACE 4 ROD BRACE
SAG ANGLE CONNECTION TO EAVE STRUT S6 SAG ANGLE CONNECTION TO PURUN s6
—RIGID FRAME COLUMN
EAVE STRUT
PORTAL COLUMN
TURN BUCKLE
BENT ROD
'RIGID FRAME COLUMN #�
zmxl a A325 BOLTS I 2,p x1+a A325 BOLTS !
CUT WASHER ____ +i m xi l" A 325 BOLTS 4 m x 14 A 325 BOLTS
WITH WASHER
HEX NUT ——— — —
FIELD DRILL
FIELD DRILL I
I I
BENT ROD
I I PORTAL
COLUMN
HEX NUT CUT WASHER PORTAL COLUMN
WEB OF COLUMN OR RAFTER I I I I PORTAL BEAM !
RIGID FRAME I i 4mx2"A 325 BOLTS
COLUMN I
I II I
I
5 BENT ROD 6 BEAM TO COLUMN CONNECTION SECTION THRU PORTAL COLUMN 8 SECTION THRU PORTAL COLUMN
S6 S6 PF-2 PORTAL FRAME 56 BY—PASS GIRTS s6 INSET GIRTS
EAVE STRUT 4" EAVE STRUT
A 325 H.T. BOLTS PO GIRT
FRAME
— — —— — — — GICP CBLIP I I Zox 1+4*A325 BOLTS—�
z+mx 1+a"A325BOLT5 SIDEWALL GIRT II I I PANEL CLIP
FIELD DRILL
1+
+"�x1+�A307 BOLTS W/WASHERS
2 (BOTH SIDES)
I
PIPE BRACE
BOLTS AT+a POINTS
�� �� -------- I ---- - --
�FIELD DRILL
PORTAL RAFTER—,. 2a"
PORTAL COLUMN- � � �� � '
II � I
II I RIGID FRAME COLUMN
I II PIPE BRACE—� +' +" COLUMN I I SIDEWALL GIRT
I Z�x 1 a A 325 H.T. BOLTS Clip I I ;
i PORTAL—
COLUMNII RIGID FRAME COLUMN
A
9 PIPE BRACE TO COLUMN CONNECTION ',PIPE BRACE CONNECTION TO EAVE STRUT GIRT CONNECTION TO PORTAL COLUMN 12 PF-2 PORTAL BEAM CONNECTION
S6 PF-1 PORTAL FRAME 56 PF-1 PORTAL FRAME S6 TO EAVE STRUT
a
SCALE DATE �..
EUVAUl.A ALA(!?"n g
DIIAN !py
— 3 REVISED SFCTIONS 11 P 1 - w N 1 4 — — SECTIONS AND DETAILS
_ _ 1-
2 REVISED SAG ANGLE DETAILS L A, M M9+E1 B3 ) `
- - ...
_'--- __ _----�—# �a
I'c.0 cxrn ev
DI-til'N APB D El\"
— — -- _ _ — _ (ISSUE DATE. 4-BG
Dt`AWING C
IVUMFSEK J '
NO. REVISIONS MADE CK'D-DATE NO. REVISIONS MAUE'CK'D.DATC NO. RF.VIStONS MADE LK'U DATE
�ii4..xnrfu�.=--•—M,....c _..uW+s�. w'a -•-•. e __:.yypryDs4.p�.�Vbi"4i+Mi'MaiWM'YF6F84�` '
• .� ate.;
GIRT
-_� r-OPTIONAL DOOR GIRT
I
1 x125EL-F-DRILL ---- -- -- -- - -- -
HEADER CLIP* WALL FASTENERS
WALL PANEL - — DOOR HEADER 1
12 SELF-DRILL T
WALL FASTENER
1-0" O C SUB-JAMB
_7 GIRT
INSIDE CLOSURE—7 i /-JAMB CLIP NWDC-1
OPTIONAL DOOR GIRT t, / (USE ONLY AT OPTIONAL DOOR GIRT) \
J L1 SUB JAMB `JAMB CLIP=NWDC-1
DOOR HEAD FLASHING
HF-3 FOR 3070 �k
HF-4 FOR 4070 , NON-HANDED JAMB
HF-6 FOR 6070
WEATHERSTRIPPING JAMB DETAIL AT OPTIONAL DOOR GIRT
OR CAULK DOOR HEADER
NON-HANDED JAMB OPTIONAL DOOR GIRT
SECTION THRU WALK DOOR HEADER
BASE CLIP �J L
3'_9"
NOTE ASTERISK ( ) INDICATES PARTS SHIPPED 2 3�-0* 2'
IN DOOR FRAME PACKAGE CONCRETE FLOOR S-4"
GIRT OPENING DETAIL
DOOR FRAMING LAYOUT
MAJOR RIB(TYPICAL)
MAJOR RIB (TYPICAL) ANCHORS (BY OTHERS)
BASE CLIP
(RAM SET OR LAG BOLTS BY OTHERS)
EDGE OF CONCRETE 6
2-1 { 2� i
2s8" 2s8
DOOR JAMB DOOR JAMB
BASE CLIP DETAIL 7�2' 7'z
78 �8 3q 3q
j
3 54 3-3 f
SUB-JAMB #12 x 34 TYPE B SCREWS
#12 x 34 TYPE B SCREWS
012 SELF-DRILL
WALL FASTENER SUB-JAMB
2'-0"0.C.
�N BLIND RIVET 2'0"0.C.
LONGSPAN PANEL
_ , N
JAMB FLASHING ADJF-1
ARCHITECTURAL U PANEL
fill
BASE ANGLE END CAPS
DOOR OPENING IN ARCHITECTURAL II PANEL JAMB n MK" DBACETAIL5 DOOR OPENING IN LONGSPAN WALL
SCALE. NONE 5-T-C
_—� — -- Dl-AwNPy 82
� _ _ NON-HANGED WALK DOOR
2 GENERAL REVISION IKE 2-83 _,J E D �I_-
E Dfsl(,NA1T'1 Fv I ,; ERECTION DETAILS ._ .RE — m.
A.
NO. REVISIONS MADE CK'D DATE ti?� REVI_IONS MADE CK'p DATE NO REVISIONS �.'. DECi UATf: NUMBER I r
' • 1... i ., .,. ... n.....4 ,. ,, .... .. ..... .... ., .t. _.u-_. .... ... .. .ut .. .., ...r..e .--..c -...-... .._ ...._.... _... .. ... __... ....:.:.WYiiw...,.. ,...s...u 4'L...::.ii
1 #12 x 34 TYPE B SCREWS
II
JAMB CLIP
\\ 1 1 GIRT
-'•$ i \ I GIRT
DOOR HEADER ;
X
4`, ♦ 1 1 I I
♦ t
I
I
1 1 I 1 I
1 I I I I
I
I I I 1
1 I !
0.0.
1 1
I _ JAMB CLIP
DOOR HEADER ; DOOR JAMB
JAMB CLIP O2
12 FASTENER
TYPICAL) 1
-- b
SUB-JAMB \
#t2x3 a'TYPE B SCREWS
DOOR JAMB
BASE CLIP CORNER CONNECTION DETAIL SUB-JAMB
i
0.�
- SUB-JAMB�
DOOR JAMB
a
J SUB JAMB
DOOR JAMB
INTERMEDIATE DETAIL
``~v #12x 34
. TYPE B SCREWS
DOOR JAMB�F� SUB-JAMB
G
ryASE CLIP
a
BASE CLIP
ASSEMBLY DETAIL FOR NON-HANDED FRAME
CONCRETE FASTENER
I ` o\\ (BY OTHERS)
NOTE ASTERISK (9F) INDICATES PARTS SHIPPED
IN DOOR FRAME PACKAGE
BASE DETAIL
#12 x3a"TYPE B SCREWS
--- --- "-'i'-'-'-" SCALE. NONE DATE
_ —__� - -------- — DRAWN fIl AM 5-82 NON-HANDED WALK DOOR EUFAULA °-.- �,'/ ' ALASAN,A
i---, ------- — CF,eCKEDnY J E ERECTION DETAILS ---:-- —' ----- ,--- DFsn;N AVflD BY#C.� REVISIONS s MAOE CK 13 GATE ENO. REVISIONS MADE CK'D.DATE'NO. DF2AWIN;;
REvi :O S Irk7ADE CK'U.DATE NUMBER - WD-2 J
_.. ..,.�.a. s..;`..,,.�..,�»,a.. �......,..:.....................,..........,.. ,.. a...::....,.... ....,, .,..-..._.�,`....:�wa..k..�ivw:,m..�,....,.,.., ..ac,:...;,�.�. ..�,,.:..,, M.. �....«..�.:;.a.,-.,»�..�r.�.M,.r.:,�:;.ae-.:,.....,�r:�s�a=.., �1
s
GIRT { D.1 EAVE STRUT'T OVERHEAD DOOR SCHEDULE FOR LRF RF S LSS BUILDINGS
n h JAMB SCHEDULE FOR SCHEDULE
II AT EAVE OR BELOW EAVE DOORS DOOR HEADERi JAMB CLIP
a d DOOR DOOR JAMB EOOR DOOR HEADER OC1
q GIRT ii HEIGHT B• g1 DTH g' g M GIRT ---- ---.--- -- -- ---
II 8 ODJB 4 0DJ95 9.4 ODHB 8 ODH95-8 a --- ---- -- - - GIRT
10' ODJ8-11.4 ODJ9.5 tt.4 10' ODH8-10 ODH9 5-10 --- -- ------ --- I _
4 12' 0DJ8-134 ODJ9.5 *1 4 12' ODH8-12 ODH9 DOOR HEADER I
II 9" DOOR GIRT 8'DOOR GIRT I a n
-'z Z 12 2BO FOR 25'BAYS C\ 8' Z 12 28.0 FOR 25' BAYS 'AMB CLIP I 14 ODJB 1_4 ODJ9.5 154 14' ODHB 14 ODH9 5 t4 a
' 9z 7 12 230 FOR 20'6AYS 8'? 14 23 0 FOR 20 BAYS II 16' ODJ8-174 ODJ9 5 :7.4 16' ODHS-16 ODH9.5-16 i u
18' ODJB 194 ODJ9 5 `9.0 i8 ODH8 18 ODH9.5 18 a
20 OD ODJ9-5 214 u
20' ODHB-20 ODH9.5-20 y COLUMN- --- ---- - --- - - - — - — -- -- 821 < 22 ODHB 22 ODH9.5 22
n ODJ8 23 4 ODJ9.5 234 a u
n ,—COLUMN Opt COLUMN a = n
DOOR JAMB I COLUMN p
I 5 a (w
GIRT 4 jl " DOOR JAMB = 4 I e
DOOR HE o'' ii IRT i �� OD7 GIRT
d -- - - - ---- --- ------- - I O I ---- ----- -
GIRT It GENERAL NOTES:
GIRT w DOOR I
M DOOR JAMB = JAMB i GIRT A 1.STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED. CUT a
II � I I (OPTIONAL) a STANDARD PANELS AND GIRTS AS REQUIRED. ,I GIRT I I I GIRT
O �__-_-_-_-_-_-_ y---- 2.MAXIMUM HEIGHT OF DOORS IS 2=0' LESS THAN NORMAL EAVE HEIGHT. OPTIONAL) I I (OPTIONAL) II
_-{__--T T----------� --T _ __ _ I I__�__ONAL)
--__- ___-_--_- Q --__----_�_- -___ -_ -�I
-- 3.ALL STRUCTURAL CONNECTIONS*TO BE MADE WITH 2 x1q A307 BOLTS I ------- —�--
GIRT 5 B WITH WASHERS. — A ----
II (OPTIONAL) i
II p1 q 4.JAMBS MUST BE LOCATED A MINIMUM OF 1'-O' FROM CENTER LINE OF 0 i 5 II
a
" II COLUMNS. N i D1 i u
5 FOR FLASHING AND PANEL DETAILS SEE SHEET # OD3. ------ ----------- ----------
BASE ANGLE BASE ANGLE &DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE ANGLE BASE ANGLE
VARIES DOOR WIDTH /= VARIES 7.SEE SHEET FD-4 FOR FASTENER SCHEDULE.
/ VARIES DOOR WIDTH VARIES
9
BAY SPACING BAY SPACING
—DOOR BASE ANGLE CAP-DBAC
DOOR FRAMING ELEVATION DOOR FRAMING ELEVATION
WITH JAMB CONNECTION BELOW EAVE WITH JAMB CONNECTION AT EAVE
B
(91 12 SELF-DRILL WALL FASTENERS OD1
D1 DOOR GIRT 8 7
oD EAVE STRUT
JAMB CLIP JC-8(8'GIRTS)
U---JC GIRTS) ^N :,':c'' (9)*12 SELF-DRILL
_ 2 EDGE OF o•. WALL FASTENERS
} i 12�x1a A307 BOLTS 2 DOOR WIDTH 2' SLAB r o u ,i1�• 1„ JAMB CLIP JC-8(8' GIRTS)
I ,�� r ^�', —20ANCHOR BOLTS JC 95(9�� GIRTS)
WITH WASHERS DOOR WIDTH+4' 2'px 14 11 A307 BOLTS
I (BY OTHERS) t" 1
I I I DOOR JAMB
WITH WASHERS
TYPICAL ANCHOR BOLT LAYOUT ?1 SECTION THRU ANCHOR BOLT LAYOUT iL -----�I DOOR JAMB
�2xIT A307 BOLTS FIELD CUT AND FIELD 6 JAMB CONNECTION AT EAVE STRUT
G
WITH WASHERS
JAMB CONNECTION AT DRILL GIRT AT JAMB
DOOR GIRT I j J�MB Tiii�
----------- 1 1, BASE CLIP (CP-9)
DOOR GIRT it I I 2 x 14A307 BOLTS ANCHOR BOLTS
WITH WASHERS EAVE STRUT
(BY OTHERS)BASE ANGLE FASTENERS _ ___DOOR JAMB ♦ — I (BY OTHERS) ___ ____DOOR JAMB
HDOOER -- JC 8B(8'GIIRTS)
a I I (9)#12 SELF-DRILL
JAMB 8 CLIP -- # GIRT DOOR BASE ANGLE i WALL FASTENERS
JC- .5 91RT R jil (9) ALL FA DRILL CAP-DBAC 12 1• WALL FASTENERS L1'� i' I ; I ' t t°
JC-9.5 92GIRT5 JC-95(9 'GIRTS) I I1' 1, 2 x 14 A307 BOLTS I 2� x 14 4 BOLTS
DOOR JAMB 2�x14 A307 BOLTS WITH WASHERS (GELD NOTCH)ASE ANGLE DOOR JAMB
WITH WASHERS
WITH WASHERS
Q
JAMB CONNECTION HEADER CONNECTION GIRT CONNECTION AT JAMB e0D JAMB CONNECTION AT
1 FINISHED FLOOR
AT DOOR GIRT OD1 OD1 - OD1 JAMB CONNECTION AT t
AT JAMB 1 EAVE STRUT
e
(b ------ SCALE. DATE
DRAWN 6V OVERHEAD DOOR EUFAULA -'1, Y rrT� A�AOAMA
2 RFDF;AWN i V. M M c 10 84 CHECKED BY FRAMING DETAILS
GE NERA RLVISION I' L MMc 2-83 —'
�{ UEtI t;N APP'D HV FR REV.NU
� —"-�=�-�---------_ = BY SIDEWALL) NUMBER
DRAWING O.D1
kO.lRE 't I�"•SS ,MADE fK D GATE *( REVISIc�NS MADE CK'D. DATE NO REVISIONS MADE CK'D.DATE - ISSUE DATE : 4.82 NDMBER
�'."'**n'n+' °. ,.w..--..,-�.:.....,..a..'•e.t3-'-'.-..,��c'.-,..e.�:... .�.,..;,fi�'@'.f,,,-.�.'-"' "a:tom
GIRT ^D SAVE STRUT
OVERHEAD DOOR SCHEDULE FOR GC_,LP2 ;LP4&SS_F BUILDINGS
JAMB SCHEDULE FOR rOOOR HEADER SCHEDULE ?0D
JAMB CLIP II
AT EAVE OR BELO'�N EAVE DOORS I
I GIRT ' DOOR DOOR JAMB �E�JOR DO R HEADER 5 HEIGHT 8'JAN BS 19.5JAMBS 1 \10DTH !8 HEADER -..5HEADERGIRT - GIRTIr 8 ODJB-9.4 ODJ9.5-9.4 8 i ODHS-8 ODH9.5 810, ODJB-11.4 ODJ9.5-11.4 10' ODH8-10 ODH9.5-10 !�
DOOR GIRT 12' ODJB-t3.4 ODJ95-13.4 12' ODH8 i2 ODH9.5 t2 q DOOADER
i� eD2
8Z12-24.1 FORE GIRTS r-JAMB CLIP 14' ODJ8 15.a OD.;95-15.4 14' ' ODH8-14 ODH9.5-14 9 -9.5 Z12-19.1 FOR9> GIRTS 16' ODJ8 17.4 ODJ95-17.4 16' ODHB-16 ODH9.5-16 h OD2
4 18, 0DJ8 19.4 ODJ95-19.4 ODHB-is ODH9.5-18
_ 20 ODJ8 21.4 0DJ95-21.4 20' ODHS-20 ODH9.5-20 COLUMN d
II COLUMN 3 22' ODJB 22.4 ODJ95-22.4 22' ODH8-22 ODH9.5-22 It
ry
oD - COLUMN DOOR JAMB COLUMN d
p i-GIRT 71 4 M
DOOR HEADER p C + b GIRT DOOR JAMB
4
IRT fl
GIRT --
G{RT Q GENERAL NOTES T
DOOR JAMB i JDAOMOB GIRT I� OD2 1. STANDARD OVERHEAD DOOR FRAMING TO BE FIELD LOCATED CUT STAN- w
------� p_�OPTIONAL) i __ DARD PANELS AND GIRTS AS REQUIRED. / GIRT _) GIRT
-- �- --__ 00 { i____=__ C 2.MAXIMUM HEIGHT OF DOORS IS 2=0� LESS THAN NORMALEAVE HEIGHT. ---� I_ �kcLp, ZONAL) (OPTIONAL) �I
hTJ ---- -�----- r LJr---
' GIRT I tl 3.ALL STRUCTURAL CONNECTIONS TO BE MADE WITH 120x114�A307 BOLTS
f (OPTIONAL) 5 I Q WITH WASHERS.
--- t p 4.JAMBS MUST BE LOCATED A MINIMUM OF 1 -0 FROM CENTER LINE OF p
- J I COLUMNS. !
SFOR FLASHING AND PANEL DETAILS SEE SHEET4OD3.
845E ANGLE BASE ANGLE 6.DOUBLE NEST DOOR GIRT AT STANDARD GIRT WHEN REQUIRED. BASE VARIES R WIDTH i VARIES ANGLE BASE ANGLE
VARIES DOOR WIDTH VARIES
AY SPACING `DOOR BASE ANGLE CAP-DBAC
BAY SPACING
DOOR FRAMING ELEVATION
DOOR FRAMING ELEVATION
WITH JAMB CONNECTION BELOW EAVE
WITH JAMB CONNECTION AT EAVE
(9)#12 HEX HEAD FASTENER S s
2 DOOR GIRT
'
-- 2 2' 7
N p EAVE STRUT
DOOR JAMB COLUMN
JAMB CLIP rJC-8(a�8'GIRTS N - # CLIP(GC-1L) CLIP(GC-1R) ,
LLJC-9.5®9.5GIRT5 (9) 12 HEX HEAD GIRT
I F, FASTENERS GIRT
1"' 2 DOOR WIDTH 2 (JC-8or
1t�x1a A307 BOLTS 1°� JAMB CLIP JC-9.5)
WITH WASHERS DOOR WIDTH+ 4 2 ANCHOR BOLTS
- � 12Ox 11a A 307
I ,. I
I I DOOR JAMB WITBOWASHERS I I f I f l
TYPICAL ANCHOR BOLT LAYOUT 8 SECTION THRU ANCHOR BOLT I �- '! DOOR
DD2 LAYOUT iLI-----IrtJ1 JAMB
07 BOLTS FIELD CUT AND FIELD 6 �1 1 ----L- -- -
1 WITH \'. SHERS DRILL GIRT AT JAMB JAMB CONNECTION AT 2�x1aA30780LT WITH WASHER
ODD JAMB CONNECTION AT OR GIRT DOOR - __�_----__ 1'� ,1• OD2 GIRT EXTENSION ANGLE (GEA-1)-�
iZ2'X'4A3
JAMB t ------- 2 xIaA307 BASE CLIP(CP-9) EAVE STRUT 9DOOR GIRT 1 H VA SECTION THRU JAMB AT COLUMN
WITH J/ASHEkS ANCHOR BOLTS EAVE STRUT OD2COLUMN
H� (BY OTHERS) DOOR JAMB BASE ANGLE FASTENERS GIRT
CLIP(GC-2L)DOOR JAMB DOOR JAMS (BY OTHERS) F
DOOR - DOOR BASE ANGLE JAMB CLIP IJAMB CLIP I I HEADER CAP-DBAC 2 HEX HEAD
GIRT (JC-8or JC-9.5)(JC-B or JC-9.5)! (9)#12 HEX HEAD FASTENERSDOOR JAMB FASTENERS 2� 14 A307 BOLTS 307� � z�X1aA307 BOLTS WITH WASHERS BASE ANGLE SWITH WASHERS (FIELD NOTCH) DOOR JAMBASHERS ---
z Ox11a A307 BOLT
WITH WASHERS- CLIP (GC-1R)
2 ` EO;7D2)
9A GIRT EXTENSION ANGLE(GEA-2)
JAMB CONNECTION AT GIRT HEADER CONNECTION 4 GIRT CONNECTION AT JAMB �- JAMB CONNECTION AT JAMB CONNECTION AT
OD2 One AT JAMB OD2 �OD2 F �- - SECTION THRU JAMB ATCOLMN INI�HED FLOUREAVE STRUT OD _
(FOR DOORJAME3� LOCATED 1-J FRC,h1
! OF COLUMN)
-- - SCALE DATE
--- - ,�
--' CHECKED BY.
OVERHEAD DOOR
FRAMING; DETAILS
hU. REVISIONS MADE Ck D.DAI@I'NC RE `.$I 'JS --- -- MALEaCK'D}D.4i! 11'NU �Rf:JISfONS - tADk1CK D CJATE I`SUE DATE- -- 4-g7 (INSET GIRTS 8 LNDV�ALL) NDRAWING
UMBER OD2 U
...-,...__. .... .. ,..2..�.:s.:.wc..:v.+.+'.'i=,s.::ia..d::r.R.��+1s1•snt. .a.�.e.._,.._•... ... ... ....y «.�..
,:- ,..a..-:. ......:.....++,7s:`,tw...h,.:...r;w.�a.k,...L..:.vs.. ..a..a,.s..Ar.4..+3�tw,..:..,....-'.x ..<..._.,r,...:..a.:..:..,.y._.,. =�-•;a:�.�.,..,.,,.. .
I
I I I I I
DOOR I i I HEAD FLASHING
WIDTH HEAD FLASHING SCHEDULE I I i i I DOOR
JAMB FLASHING SCHEDULE
HEIGHT
FIELD SLIT PANELS 5< —
LD
8' 1 PC FDH2 8-10'z I AND SLIDE HEAD FLASHING
I I 8' 2 PCS. FDJS 8 1'
10• 1 PC. FDH2-1()'-10'z � i � uEHIND PANELS z 10' 2 PCS. FDJ8-10-1'2'
12' 2 PCS FDH2-6-101z
I I I I 14' 1 PC. FDH2-8-10'z8 1 PC. FDH2-6'-101z I t I I
12' 2 PCS. FDJ8-12-12
B" 14' 2 PCS. FDJB-8-1'z & 2 PCS. FDJ8-6'-11i
16' 1 PC. FDH2-10'-1012 & 1 PC. FDH2-6'-10fi 16' 4 PCS FDJ8 8 1z
I I W I I
18' 1 C. FDH2-11'-10'z 8. 1 PC. FDH2-7-10'z I 1 ' = I I
18 2 PCS FDJ8-8-ti & 2 PCS. FDJ8-10'-112"
20' 1 PC. FDH2-11'-1012 & 1 PC. FDH2-9'-101z 1 j 0 I I
I O
22' 2 PCS. FDH2-11'-10'z JAMB ' I I 20 4 PCS. FDJ8- 10'-11;
I I f JAMB 8 FLASHING i I I
FLASHING I I 22' 2 PCS FDJ8-10'-1'z & 2PCS. FDJ8.12-1'z
I I I I I I
WALL PANELS
I
BASE ANGLE DOOR WIDTH —.I BASE ANGLE
SHEETING AND FLASHING ELEVATION
412 SELF-DRILL WALL #12 SELF-DRILL WALL
FASTENER (2'O"O.C.) FASTENER (2'0"O.C.)
DOOR JAMB
12 SELF DRILL WALL DOOR JAMB
DOOR JAMB DOOR JAMB FASTENERS(2''0'O.C.) DOOR JAMB
DOOR JAMB GIRT
GIRT GIRT GIRT r GIRT
-- ---- _
WALL PANEL i 1---------- __�------ ------ ---- -A
I DOOR HEADER ii I tl i - ----------
',�v I I
� ' I
I I f I I I
I I I
i i
ARCH.PANEL
ARCH.PANEL LONGSPAN
PANEL LONGSPAN
HEAD FLASHING { ARCH. PANEL JAMB JAMB FLASHING PANEL
FLASHING #14 SELF-TAPPING JAMB FLASHING
012 SELF-DRILL WALL FASTENER —JAMB WALL FASTENER SELF TAPPING JAMB FLASHING
t =LASHING WALL FASTENER(2'0'OC)
(11 0" O.C. ) #14 SELF-TAPPING WALL
z-DRILL WALL FASTENER (2'O"O.C.) 412 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(20'O.C.)
SECTION A'A`
SECTION `B-B' SECTION SECTION'B'B' SECTION'S-*D` SECTION '8V
(SECTION (a ARCH.PANEL) (ALT.FLASHING LOCATION) (ALT. FLASHING LOCATION) (SECTION0 LS. PANEL) (ALT. FLASHING LOCATION)
CIE INSIDE JAMB FLASHING FDJ6-12'-112 NOT INCLUDED
r IN STANDARD TRIM PACKAGE MUST BE ORDERED
SE PA RATE LY.
SCALE DATE
'_- -- - 3 REDRAWN I W T i10.84 DRAWN BY CUFAULA �t„T AI.ABAMA
, 2 GFNERAL L-oy r i E4 OVERHEAD DOOR FLASHING DETAILS
cliF.cr<rL�riv -
--- _ �_-- _ a :I<.Nnveo ONGSPAN 8 ARCHITECTURAL PANEL
— l
DRAWING
(� -�
NO. REVI510AIS �� MADE CK'D.OATS NO. REVISIONS MADE CK'D. DATE INO. PREVISIONS MADE CK D DATE ISSUE DATE. z e� NUMBER OD-3 3
,1
4-4'14 SELF-TAPPING ROOF FASTENERS WITH
------ 2 BEADS GUTTER SEAL EACH LAP.
CAUTION I
TO PREVENT RUST SPOTS FROM I \\-414 SELF-TAPPING ROOF FASTENER
FORMING ON PANELS,ALL SURFACES ; i AT EACH HIGH RIB.
SHOULD BE SWEPT CLEAN OF ALL DIE FORMED RIDGE CAP--)
METAL FILINGS DAILY DURING ERECTION
"12 SELF-DRILL ROOF FASTENER 1 --
/—*12 SELF-DRILL ROOF FASTENER (LOCATE BOTH SIDES OF HIGH RIB)—\ _ —
5 LAP
(1'O'O.C.)
----CLOSURE STRIP LSP-0
PURLIN WEB — (WITH MASTIC SEALER TOP & BOTTOM)
1 LONGSPAN � ALTERNATE RIDGE
ROOF PANEL FLASHING
*12 SELF-DRILL ROOF FASTENER (MANUFACTURES OPTION)
BEAD __ ---- (1'-0'0C )
MASTIC I —
- BEAD MASTIC
PURLIN RAKE FLASHING CAULK
PANEL LAP DETAIL CAULK (3)414 SELF-TAPPING
ROOF FASTENERS 7
RAKE FLASHING
BEAD MASTIC (10)-'e BLIND RIVETS
EACH SIDE RAKE CAP
GUTTER (3)"14 WALL FASTENERS
(OPTIONAL) RAKE CAP DETAIL
*14 SELF-TAPPING ROOF FASTENER
EAVE CLOSURE FLASHING 3'-0*COVERAGE
(SEE SHEET SS-5) ! SELF-TAPPING ELAA FASTENERS
PS.1'6 OC
ROOF PANEL EAVE STRUT DETAIL 'A" 1-0_ 1'-0" 1'-0' *12 SELF-DRILL ROOF FASTENERS TO STRUCTURAL
BEAD MASTIC I r �XCLPUSE 1 EACH SIDE OF HIGH RIB AT
CLOSURE STRI
PANEL END LAPS,EAVE AND RIDGE.
P LSP-1
WITH MASTIC SEALER
TOP AND BOTTOM
DETAIL A 1'-0• 1'-0' L_1'-O' EXTRA FASTENERS AT EAVE
RAKE FLASHING STRUT END LAPS AND RIDGE]
ROOF PANEL DETAIL
GUTTER— NOTE
USE CORNER 80X REC 1La 012 SELF-DRILL ROOF FASTENERS
FOR BUILDING WITHOUT MASTIC SEALER LOCATE EACH SIDE OF HIGH RIB
GUTTER. ROOF PANEL rrFOR MARK NO,
1
GUTTER CLIP TOR CHART ONJ
LLSHEET SS-5.
(8)-1e BLIND RIVETS 414 SELF-TAPPING ROOF FASTENER
1' TYP.LAP CLOSURE STRIP(LSP-1) (LOCATE 10"OC )
FLASHING DETAIL AT EAVE MASTIC SEALER—
( FOR FLASHING MK NO SEE SHEET SS-5) —GUTTER CLIP GC-A (3'-0'OC.)
CAULK (2 BEADS) (LOCATE 1'O')*12 SELF DRILL WALL FASTENER
CORNER BOX OUTSIDE CLOSURE o DRILL SIZES
(ATTACH WITH 20 5"
12 e BLIND RIVETS e BLIND RIVETS) #14 SELF TAPPING WALL FASTENER
1 USE 32mSHEETERS DRILL FOR*12 SELF-TAPPING FASTENER
I AT PANEL TO STRUCTURAL CONNECTIONS
( LOCATE 1'•O')
12 BLIND RIVETS EACH LAP(TYP.) G WALL PANEL 2 USE�e d SHEETERS DRILL FOR e BLIND RIVETS,
CH EA LAP(SEE Jl
GUTTER CROSS 2-;BEADS OF GUTTER L3 NOT REQUIRED FOR SELF-DRILLING FASTENERS,
SECTION BELOW) SEAL EACH LAP RAKE CROSS SECTION 4 USE IemSHEETERS DRILL FOR'�14 STITCH FASTENERS
GUTTER LAP FASTENERS AT GUTTER LAP FLASHING
GENERAL NOTES
L—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 t4 BEADS (8)- Ie BLIND RIVETS SHEETS MAY BE HEAVILY OILED AND SLICK
OF GUTTER SEAL CROSS SECTION WIPE CLEAN BEFORE INSTALLATION
RAKE FLASHING LAP f THRU RAKE FLASH LAP
_.--- ---- ----------..-- SCALE- U A T E
DhAWN fiY /�F EUPADIA _ Al
s — --- --- -- —---� ---- — — FASTENER DETAIL FOR RI",, ABAMA
-- —v REDRAWN A. MMc 10-84 --- A r"
2 GENERAL A M MMc 4-84 c IECKEoev LONGSPAN PANEL
_ _ _ __ 1 C•F NEB+AI_ L^MW, :'-83 OF SIGN APP'D BY DRAWING H°-� '
r NO--f---� — REVISIONS MADE CK'D. DATE NO. REVISIONS MADE CK'D.DATE NO REVISIONS DRAWING
CK'D DATE <-82 NUMBER FD-1 3
y
RAKE FLASHING
RK-1 OR SRF-1
GUTTER
�— EAVE STRUT
BEND ALONG DOTTED LINE /
*14 SELF-TAPPING WALL FASTENERS j
CUT ALONG SOLID LINE 1 0 O C '
414 SELF-TAPPING WALL
EAVE FLASHING I FASTENER T-0-O.0
5 OJTSIDE CLOSURE
F % STRIP AP2-0
12 � (SEE E%D4%AL_DETt L
• �� AT RAKE)
GABLE ANGLE ENDWALL GIRT
SIDEWALL GIRT � I
GUTTER
RAKE FLASHING
%LY) � I I '
,—CAP FLASHING FC 1
(4 /12 BUILDINGS I ' I
I
r� 114 SELF-TAPPING
A WALL FASTENER �I I II ' _ WAL2'-0' OC ER
� 4x5 DOWNSPOUT ` ��\ , OUTSIDE CLOSURE(G.P2 -O)
(1112 BUILDINGS OR LESS) ( I+
PURLIN� � I
BLIND RIVETS
ENDWALL DETAI_ AT RAKE N I 1 I GENERAL NOTES:
a DOWNSPOUT OUTLET DETAIL
1 CROWD OR STRETCH PANELS SLIGHTLY AS
i NECESSARY TO MAINTAIN 3'-O•COVERAGE PER
CLOSURE STRIP LSP I I, I PANEL
(EACH PANEL) II 2 PANELS MUST BE INSTALLED SQUARE WITH
1 _
—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
3 CD 6 0 O.0 MAX CORNER FLASHING ANGLE SS 5.
4 CLOSURE STRIPAP2-C —BASE AN.,L_ CORNER
FCRA2-LENGTH FEC-
EAVE STRUT BLIND RIVET--�
• I
LOCATION
DOWNSPOUT CLIP 412 WALL FASTENER
SIDEWALL GIRT 4x 5 iOWNSPOl1T — , VJAL_ FASTENER-SIDEWALL AND ENDWALL GIRTS, BASE ANGLE,
— DETAIL A PARTITION PANELS.
EAvE STRUT AND GABLE ANGLE. SAME LOCATION FOR LINER AND
4x5 DOWNSPOUT i
�
2-BLIND RIVETS GIRT, EAVE STRUT, �
SIDEWALL PANEL BASE ANGLE JR
—SIDEWALL PANEL GABLE ANGLE
DOWNSPOUT CLIP BLIND RIVET _0
—\ SECTION THRU DOWNSPOUT FAS'ENER LAYOUT
BASE ANGLE
EAVE HING
FINISHED FLOOR DETAIL A N (SEE SHEET SSS 5
14 SELF?APFING WALL. FOR MK NO)
FASTENER 2-0` OC.
A FIELD CUT DOWNSPOUT LENGTH AS REQUIRED 114 SELF TAPPING
WALL FASTENER T-O" O.0
DOWNSPOUT SCHEDULE
DOWNSPOUT DETAIL EAVE DOWr:SPOUTs DOWNSPOUT
CLIPS FDC-2
10 1 pc FDSE-9 7 3 DETAIL B
12 1 pc FDSE-11.7 3 6 RIVETS AT FLASHING LAP
DOWNSPOUT LOCATION
- - - 14 1 pc FDSE-13.7 3 / OUTSIDE CLOSURE
BUILDING WIDTH LOCH'ON 16 1 pc FDSE 157 4 STRIPAP2-0
30; 40, 50 60; 70& 80 40 JC. 1B 1 pc FDSE-13.7&112 pc FDS-9 7 * 4 /
100' 35 20 1 pc FDSL- 157&112 pc FD`S 9.7 * 4
120' 30 OC 22 1 pc FF)SE 157& 112 pc FDS 13 7 5
130; 140, 150'& 160 25'CC 24 1 pc FDSE- 15,7& 112 pc FDS- 9 7* 5 DETAIL B CORNER DETAIL DETAIL AT EAVE
180; 200; 240 P. 250' 20'OC. 26 1 pc FDSE 157 & 1 pc FDS 11.7 5
280' 300; 320' 350'& 360' 1S'0C 28 1 pc FDSE 157 & i pc FDS T37 6
420' & 480' 1c7 ;C 30 1 1 pc. FDSF 157 P. 1 pc FDS 1570 6
(SCALE DATE ,,mow`
mEUFAULA , Al AAAMA
a DRAWN FASTENER DETAIL FOR WALLS 'alp ` -�
- c ccKroev _ ARCHI-ECTURAL PANEL - —
R ( :,AWN Of SIGN APPD ev DRAWING FD _ 2
, c NO. REVISIONS MADE CK'D nAT0N0 REVISIONS MADE.CK'D DATE NO REVISIONS MADE CK D. DATE NUMBER 2 j
K
AYrY