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GENERAL NOTES
i TYPIGAL. LINA 2. 4, 3 6
6
THIS SHEET REPRESENTS THE FIRST SHEET OF A OOMPLETE
B -•1♦ • • _� _ /
C� • • _
i ET OF DRAWINGS REPRESENTING A PRE- ENGINEERED .STEEL
S
BUILDING CONSTRUCTED ENTIRELY FROM COLD FORMED HIGH
STRENGTH STEEL MEMBERS. CONNECTIONS ARE FROM BOTH
HOT ROLLED AND COLD FORMED ANGLES AND PLATES.
ALL MEMBERS AND CONNECTIONS ARE PRE - ENGINEERED AND I
FABRICATED BY CASCADE METAL BUILDINGS OF ARLINGTON ,
WASHINGTON.
TYPICAL ANCHOR SOLT
�~ Mf, jOR MATERIAL. SPECIF4CATIONS ARE AS FOLLOWS :
9 . COLUMNS , BEAMS, PURLINS , 81 GIRTS A 4, 46
2. ROOD Et WALL SHEETING A - 44G, GR. E
ANCHOR B4 LT LAYOUT F' L A N 3. CONNECTION CLIP ANGLES A - 4. 46
4. CONNECTION BOLTS A 325 OR ;
A36
( NOT TO SCALES S. ANCHOR BOLTS - , 107
THE STRUCTURE IS DESIGNED TO MEET THE REQUIREMENT'S OF
0 TYP. THE 1979 EDITION OF THE UNIFORM BUILDING CODE. WbCw) -
611`46H AHCHOKS DESIGN PARAMETERS ARE AS FOLLOWS:
BUILDING LINE
DEAD LDAP 3. 0 PSF
.mss
LIVE 1L.OA'1 = 2-5.0 PS F
WIND I. OAC . 2.0. O PS F I
D14'L� AHGHOK ff XT9 _ �5/4 N�AMC ,,...
C�L_-T-� i AFTENTION BUILDING OfFFICIAL : �
Ir BUILDING LINE . _
--; CASCADE METAL BUILDINGS DDE.S ___ N0T P.RQ.Y'_l.t?..�.� A F0U„S"TION i
I I I
BUILDING NG L NE _ PIAN OR, .I-IVP DESIGNS AND 1'M EI:ORE THE FAWINGS I
i ♦ N A -TNCOMPLE TE FOR DT'CDING PERMIT PURPOSES. COLUMN '
! REACTIONS FOR THE STEEL RIGID FRAME HAVE BEEN
PROVIDED ON :aH!EET ONE OF THE CALCULATIONS FOR USE !
BUILDING LINE:
BY A REGISTERED ENGINEER IN PREPARING THE FOUNDATION
I DESIGN.
DETAIL I DETAIL_ DETAIL. _ DETAIL a DETAIL 9
ANCHOR BOLT I
ANCHOR BOLT I ANCHOR BOLT i -
ANCHOR. BOLT I ANCHOR BOLT PLACEMENT i
PLACEMENT FOR PLACEMENT FOR PLACEMENT FOR PLACEMENT FOR FOR OVERHEAD DOORS
S I D E W A L L COLUMNS CORNER COLUMNS END MIDDLE COLUMNS DOOR JAMBS ( 1 ) 12' x 1-4' F.U. (F-IELD L.L rATF_j 0 L7fCMION IAKfN MAKE CORRECTIONS NOTED
Igo t�( �,""�'
REJECTED T7 REVISE AND RESUBMIf EJ
A;"
CHECKING IS ONLY FOR GENERAL CONTORbMANCE WITH THE DESIGN
CONCEPT OF 'SHE PROJICI AND GENERAL COMPLIANCE WITH THE
INFORMATIO,4 GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION
SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS, CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH
SHALL BE CONFIRMED AND CORRELATED AT THE 106 SITE; FABRICATION
PROCESSES AND TECHNIQUES OF CONSIRJGTIGN; COORDINATION OF
HIS WORK WITH THAT OF ALL OTHER TRAUES AND INE SATISfACTURY
PERFORMANCE OF HIS WORK.
DATE FH
—_' ,r rQ� BY
ALBERT R. KENNEY. JR.
rf'f NSULTING ENGINEER
( I-NOINFERc DRAFTED flYi DATE: C� —� CUITOMER-
THIS DRAWING IS PREPARED AS AN INSTRUMENT I !96! £ 0 d3S W—='_ ==s= _r: _ : rte.
I YPe►e► Hoansr (/nki�tpl Apr. B- , B
OF SERVICE FOR USE ON THIS PROJECT ALONE Ev PROF�S� / PI � L M/,4\0—iT
E WORK5
AND IT REMAINS THE PROPERTY OF "CASCADE
67
LOCATION:
META I. BUILDINGS NO REUSE OF ALL OR �Gtf
CASCADE METALiSIN r 1 ,��
_ . ��
o �
ANY PORTION OF THE 'CANS, ELEVATIONS, � __. . _ ... . __-
DETAILS OR NOTES SHOWN v: THIS DRAWING
IS AUTHORIZED FOR USE ON ANOTHER PROJECT y„rpOR G �
JONI NUMIFJER: >yNEET
A 7. 1 ; �
OR BY ANOTHER PERSON OF THIS PROJECT �! �RUU
NM
WITHOUT WRITTEN PERMISSION OF CA: CADE.
- ARLINGTON, WASHINGTON 5-190
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F NGINEER : DRAFTED BY: DATE: -� ( i r CUSTOMER
PURLINS - IIS' it 3" it ICO OA THIS DRAWING IS PREPARED AS AN INSTRUMENT i
,�
GIRT,S A" x 3" x ICO 0A. ! OF SERVICE FOR IIaE ON TN13 PROJECT ALONE-- _ � � L. 1 V � t it--- ►' OQK �
ED Rp
EAVE STRUTS s 11" x 3" x 14 GA. C AND IT REMAINS THE PROPERTY OF "CASCADE � I
•� G , ry ,, -_ __._.._ _--- LOCATION
00001 JAMB>3 r 8 x 3 1< IA' QA. C METAL 801LOINGB . NO REUSE OF ALL OR w F -
DOOR HEADERS s ®" x 3" x 14 4A. C
ANY PORTION OF THE PLANS, ELEVATIONS,
CASCADEMETAL � S TIC-4AKD oRl-F_.c � ~�
ENDWALL FRAME ■ 10" x 3" t 14 GA. C i
DETAILS OR NOTES SHOWN ON THi•S DRAWING 1 �R«;(;,j '
ENDPOSTS It 8" x 1" x 14 GA C � -IS AUTHORIZED FOR USE ON ANOTHER PROTECT \ � 4"• 17. 1n110 JnP NUMBER: SHEET
OR BY ANOTHER PERSON OF THIS PROJECT UN
WITHO':-r WRITTEN PERMISSION OF CASCADE.
ARLINGTON, WASHING T 'IdN r
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NOTE: IF THIS MICROFILMED I I 2 I I 4 IjI I I I 1 1 I �� 1 1 Q 1 1
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W0 N SEE SHEET ONE FOR FOUNDATION DETAIL z 447
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(21 0 ANCHOR BOLTS
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SECTION F
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BASE ANCHOR CONNECTION 3
1(PI� 511 e
34
5
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�4 �qI _ --_ ---- — '� .1 1. 811 ZEE PURLIN
34 �s I M.B� ► (B ) 1/2 >k �
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ARC `T' •• - _ F� __ � .
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�----� j 211 x 211 x 14 GA.
I I FLANGE BRACE F8
V2' a' 20 x � i4
( w ) 1 4)o It 24'A 325 N.S.B.
1 �
. I/2� x Gp n x I gIf
x;—/.4'A- 325 H.S.B. DETAIL rD
4.
FLANGE BRACE CONNECTION 3
DETAIL DETAIL
HAUNCH CONNECTION RIDGE CONNECTION
ENGINEER: DRAFTED BY: DATE: CUSTOMER:
THIS DRAWING IS PREPARED AS AN INSTRUMENT
OF SERVICE FOR USE ON THIS PROJECT ALONE
AND IT REMAINS THE PROPERTY OF "CASCADE
METAL BUILDINGS". NO REUSE OF ALL OR �,f ���. �; LOCATION
u I
_T_ICl�[:;e C� ..�.-C
ANY PORTION OF THE PLANS , ELEVATIONS, SCADE METAL
DETAILS OR NOTES SHOWN ON 7Ht8 DRAWINGI
! IS AUTHORIZED FOR USE ON ANOTHER PROJECT
c r..
I
OR BY ANOTHER PERSON OF THIS PROJECT �U� ". 1 'r '� 'i� roe NUMBER
_ L smFE T:
i UUN Ia1. ,
WITHOUT WRITTEN PERMISSION OF CASCADE.
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' ^ ' � • 't - - ARLINGTON, WASHINGTONNOVI . .............
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UPPER RIDGE ANGLE - ' F- -'-I I CCC TYP
IOCEE BEAM R � 'HChc1"H (-LIP
- •,�
EAVE PURLIN -PA FIELD DRILL BEAM FOR PURLIN 021 r I " M ®
I I
' Z
` 3� 3/4 0/2 HSB \ RPA RAKE ANGLE ! A ROOF BRACE CONN. TO
THESE 4 1 1fHSB � ••
1 r --- LOWER BOLTS TYPICAL
8 PURLIN /
0 _
GC_I _
HAUNCH F'LATF HP DOUR HEADER I p i N G-
1 ►� t " MB Io' cEE SCAM ( 4) 3/4 x 1� Hse 1 RPA
RFC / i _.. ____. �__ .� ( LOWER RIDGE ANGLE RA-1
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R e 3-
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1('? I''lt''iCONNECTION C MN CONN PURLIN
CONNECTION � RIDGE CONNECTION END OLU ..,�
CONNECTION RL IN 70 RAKE BEAM ROOF BRACE CONNECTION
E N D W A L L R A M I N G D L �` A I LS
WALL SILEWALL GIRT EAVE STRUT HAUNCH BRACEATTACHED
CONN. TYP.
UPPER
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(
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GIRT I (2) /2 x i MB
' BRACE aR1>'
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fl 1 I DOOR JAMS ---- GCI
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10 010 14
r_ I ,� B STRANDED RFC
I j , (4) /g x I M8 CABLE
TURNBUCKLE / EYEBDLT'.
l
HEADER s sIRT (2) /2 x ( Me GCZ EMC I CONNECTION TYPICAL �-
(2) I '2 x t" MB r 1 n I' � 1
ENDWALL I P t _ ____ I
CCC
-(4) 1/2 x 1 "me i (4) 1/2 x 1 MB DOOR HEADER _ 1
COPNER GIRT CONN, COC _
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1
GIRTS AT CORNER COLUMN GIRT t?I� DOOR HEADER TO DOOR JAMB , +GIRT � " JAMS CONNECTION GIRTS AT CENTER COLUMN - - 1 DOOR JA#riR TO EAVE PURLIN
� WALL BRACE CONNECTION --�
G I R T J A M B A N D C ' O L. U M N S D E T A I L S
ar-- 6" TYP. AT .�-- _ 6 of TYP. AT ._.._ .�_ ..•--� 61$TYP.
RIDGE PURLIN EAVE PURLIN • � • • . AT RAKE 1"
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DOOP JAMB p J • • • '• •+ _- _ + DENOTES No. 14 x I" SE _F ORILLINEj STITCH FASTENERS.
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AT GIRTS I * AT GIRTS No. x t SHT. MTL. STITCH FASTENER
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CI ( ' I INTERMEDIATE , . T- t ` . ; . ;; . . . . ,E ? No. 12 x I" SELF DRILLING FASTENER
_ I PURLINS I {I i !
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- DOOR HEADER L ..._ L._.__y _ . . • t -- I _ . .#. . . . .n. .il� • . . . . .
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�••-' EAVE FURLIN ...•-^) r'�� AT BASE r-'� AT BASE
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I/Z" x I" Mv I I b ..._.___._. �.•-- 3'-0 �� TYPICAL --- —•------.. --••-.— -�-�---- 3 -0TYP1CaL . ._. „ .,,,.� __. _... _..- .... ,r.- 3,rO„ TYt'ICAL• COVERAGE COVERAGE COVERAGE i` z
FRICTION CLIP CONN. (D4
RA E 'I'I N RIGID FR M 4 ,- I 4
CABLE B CE CONN C 0 AT A E ROOF SHEETING SIDEWALL SHEETING ENDWALL SHEETING SECTION , TYP. ALL SHEETING �—
mISCe D �' A � �S SHEET FAc- TE� N I N S R E Q U I R E M E N T S & DETAILS
RIDGE VENT (BY OTHERS) RAKE: FASCIA RF' WAL.1 SHEETING
WALL
I FORMED RIDGE CAP FFRC ROOF SHEETING -
Fnv� !=ASCIA WALL SHEETING INSIDE CLOSURE (ON
EF ROUT SHEETING ..ININSU0-ATED WALLS ONLY ( DOOR Nf_ADEN SHEETING I �u�CULUMN
SIDFWALI GIRT I DH
GUTTER ROOF SHEET
_ , OUTSIDE CLOSURE
IM ::DE CLOSURE 1 QLMER �fT AP 3 O��i ` WALL SHEETING
INSIDE CLOSURE
HEADER TRIM M'r /-fdIGF P.�f-T
ROOF SHEETING HEADER TRIM H T /
ROOF SHEETING _
ENDWALL. GIRT DRIVE PENS _
-• I
za” o/c HEADER TRIM -M HEADER TRIM
RIBBON MASTIC i ` ( 4 i
/ .
�• � l; v ._ � � - R_”--� i ;�`
PURLIN f � WALT.. SHEETING
RAKE BEAM
RAKE ANGLE RA (_ J1 JAMB TRIM JT
FAVE STRUT
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(BY OTHERS) r FOUNDATION •
WALL SHEETING 1 { �-� DOOR JAMB D j
1 CORNER ANGLE CA WALL SHEETING
BASE ANGLE S A
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JAMS TRIMEAVE FASCI GUTTER PTI N R Q A 4 VENTOPTION 4 I a c TI 4 OVERHEAD
A 0 0 10 E C P RIDGE VEN OPT ON RARE FASCIA CORNER TRIM RASE �ONNEC ON DOOR TRIM MAN DOOR TRIM
T R I M A N D E L A S H I N D E T A I L
S
NOTE: ALL BOLTS AT 4" GAUGE . CCC - ►t3 GA x 2" x 6 " CLIP ENOINEE!! , DRAFTED BY: - , DATE • �� ��CUSTOMEII
r HP = 1W x I' - Its/ig" x 2 `- 67/16 It, RA = 16 GA x 2" x 2" ANGLE. � THIS DRAWING IS PREPARED AS AN INSTRUMENT
HSA 8 GA x 2 %" x 2 ��' ANGLE -IJ - 10 GA x 3" x 3" x 8" CLIP I v }A_,w a. ` P�1�♦ NOO►Or1r (fI►Ain / $ I.P6 yp �. P L
' 1 OF SERVICE FOR IISE ON THIS PROJECT ALONE ,, i - �P- -- -•
RP - 1�4" x 9" x 12 It Jr-8 - 10 GA x 1 " x 2" x 8" CLIP AND IT REMAINS THE PROPERTY OF "CASCADE
•/'"" r i LOCATION I
TRP-1z 4 x 3 11 " x 1A" !� WF _ 14 GA x 2" x 2" ANGLE METAL. BUILDINGS", NO REUSE OF ALL OR `' _
HRP I= Ii4' x 3It x. 16 EIA - 14 G A F OR ME IJ I _ _. . ._ �. _ _.__.._... —.._. CASCADE METAL BUILDINGS
„ „ ANr POgT10N (',F THE PLANS , tLEVATIUNS,
r
RPA = ICG GA x 2 x 2 x 16 CLIP CA = IEI GA x 3 x 3 ANGLE DETAILS OR NOTES SHOWN ON THIS DRAWING -- --
t-PA = 10 GA x 2' x ?" x 16" CLIP
IS ALITHORIZEU FOR USE ON ANt�THER PROJECT ,R t� �'+'► ` J09 NUMAFq 4HEE1
'.;GC - ICI G x 2" x 4' x 16 CLIP � i •,•,,.. .•,-' �`:� ; --------__. __----- --.+.. _. ___.____--_..., I .
-�
OR BY ANOTHER PERSON OF THIS PROJECT
iC-I = IU GA x 3 x 3' x 6 CLIP UPJ SS•
2 : ID GA x 3" x 6" x 6" CLIP I WITHOUT WRITTEN PERMISSION OF CASCADE.
GG-3 r In GA x .; x 6 x H ' CLIP I i tnrti � __ ARLINGTON, WA8HIN(iTON
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NOTE: IF THIS MICROFILMED I 1 1 I I 4 1 5 I V I 1 I " +-1^T__��J •
UI2AMITNG IS LESS CLEAR TFIAN
THIS NOTICE, IT IS DUE TO
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