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12'
14'
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10'
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15
115
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EWC-1
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20
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15
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20'
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25'
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EW6 3
EWC-5
EWC-7
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30'
EW-I_
EWC•3
EIW-S
EWC-7
EWCAA
NOTE: USE EWE X WITP EWC M 1
G11"L7 MAIZ14 NUMBERS
WINO
Low
SPAN
5
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15
20
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15 P5.p
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DATE NO. R E V I S I O N By CK'D t DATE -- _
4.30.11 1 RAI~ic2 �I l�- DWG. NO.
COLUMN & BEAM 1 ALE �OTZ 'Z-1• SPA1.1 [� � �, / 4 , THE FOLLOWINA'DRWgS-
4 . - -
, ;Ito E'1_ 5-1.72 GEN'L REVISION _ F,8 IF-, DRAWN k- F-1
i as ° i 3 I' i` RU . F S' 1
.1M 0*0 ReCHECKED SLOPE SPAN
°'. METAL EUILOINB MANUFACTURERS ASSOCIATION __ I -_ L85. LIVE L(JAl7 ' LBS. WEND LOAD Joe NO.
coprrwn11�1s 5� _ _ COL dl'r+{ NUS, GEORGIA POMONA# +~ALIFORN1144
h'•=s APPROVED l "?
6 i-- - - - - THISOTHERWISERINO KNOT TO SCALE UNLESS r�.�.��, •:r
DIMENSIONS' :G9VERN, 00 'NOT SCALE,
Ft9�;�y'
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20 Le)o
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A�tlN IMUM CLEAVANCE OF )'GFVOM: F l_(,?L11/viPJMsr FEE MAJNTAINEi_7.
V ATC- 1`02 )NITECLFEIZENCE OF F)0oR-, WIT I
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P000; ON eUILDINO7 WI.TW MNOP-IE5 WILL P�C MVE
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MINIMUM CIEAf ldiJt COLUMN To
V INOOW.' t=b. WIAl�,%rIAY BE 104rAIED AT
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- 1 - ACC FS•; r�`RIt1 F{f i rV r r •r^
TO
JF
.. LISTED f �Dr i pye•, ' ti ' C r_ R F. KF'� i. a. •'I' r .
1N lLEl {JAti PECI>=`f: A'.U`HE IN THE FFAC �� 1 IFrJG TN Ar.J Y/ib F+i r* T.IF
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' +- • - ..1 _ '� STEEt COtJF :,*llUrJ. TC tHE e r- s.
A.S.! rs. SPEC FICA Jr, A_ir ✓1� 1:, ra rrutUr,
1 �7 �•' f ''7 r-' YIELD 5r2"5 OF 50•CCi) FCAJ�' 0_ FE, iO,.WRF irJ'ii, OR
1 R/ 5 L C A ). T.In %ECfFl 10vl p-ro5 GRADE N;THA I 1 , �Y..,IF�. C''. r. £5 ^F 1U, [•FR SCAm E
SIZE
-I WE A. :;LES :HALI BE PREP _,aYM !ii GA. Ar! ,IFS. h
G-5, (U_`Y t� 84 X. I"j, .( 53 x 1�,. 6A, 6 A DIAr ni-,At R'Cn$ SHALL BE FAVICA Tt'n F2(UJ STEEL
r ��— --✓✓. _ o 1, q CQNF ;F'IAIh1 TU tis. )! I?Fh1[N ft ';T q T M. `.D[:�
BTs X �x� ,Y Igo i7lS . A 2& ALI [,IAC.Crt1. SSE S[tAWBE FABR!<'ATEL
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CI.2oC d4 AI 5AShx 14 CAA. 5.
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- __ - -- - ---- - - - - -wr - - --- _ ----- •-P• ---��" V —�.— . '"--- C� - I.1 U V . u • 2 0 C f3 4 X I' 8x aA Ire (7 Q• 9, FIINGE.0 DIJCAS SHALL BE. CA'Ft,ASIE FRCA� irJSi^,c
AltHC•UTMEUSEtEAXEf'p ECIALWJPaIE[)CE .. _
/
OUT TO Out STEEL
13'q� 2 x►46A.
.,, UT if a .AC .. � IEj
FrFIn r oar tS fC` ALL � ry $r;K �.
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4- G-74 y
N IIEJb —
I/•1 U1+1 Y S
I _ E Y PL'AIti) 4o,opo Pouays PER G 'Z4 G 8'ax2t.x�gxl4Ge.
SQUARE- INCH. ! ! .I
NOTE' . TH15 t>t2J1yYIhJG LIMITED TO lvv' SP/}t�j MAX. 1'(-' EAVE llEIGNT / Ah . 6 24.D C3 x2 4x !bx 12Cah. USE CJRdkV/IVCr FOR 2U Ti4/f�C/%ryO•S. ,tJtti
sr, L
_ DATENO. � - R � V l 5 1 0 N 9Y GK'O OATC ,
APIZI L 1,1970 LQsw. o.THEFOII.OCONSISTS DW.
,y
yY ��°��� •t'7G GL2hltciZAl �n'tt �7 OHAWM - — —
--
SAVE HEIGHT SPAN
CHECKEO
METAL BU1lDIMG MANUFACTURERS ASSOCIATION �� LBS. LIVE LOAD LBS. WIND LOAD JOB No.
.
lo�
col �yaclsez 5 COLL�MBU , l3JLFOROIA ,�DANCNA, CALIFORNIA
I APPaov�o . THIS t)Rt+YNNG 15 NOT TO SCALE UNLESS
✓'ice:.:
1. OS Q'9•HERWtSE NOTED,
` $ �' L �l
DIMENSIONS .GOVERN. DO NOT SCALE.
DIMEN
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DIAGONAL BRAr_ING MAR
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DATE NO.
1•I 1
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E E S TRUT E 3-S-
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NO -RAM E 5 O/VL Y
5'- 32 Cu,,—
GENERAL NOTES:
1. THE KEY PLAN SHALL BE USED TO SHOW THE EXACT LENGTHAND WIDTH OF THE BUILDING AND
EACH BAY LENGTH. SHOW THE LOCATION AND MARK NUMBERS OF THE DIAGONAL BRACING.
A MINIMUM OF TWO SETS OF DIAGONAL BRACING IS REQUIRED IN ALL BUILDINGS. ON LONG
BUILDINGS BRACING SHOULD BE PLACED EVERY FOURTH BAY, BRACING CANNOT BE PLACED
IN ADJACENT BAYS. THE NUMBER OF SETS OF BRACING MAY BE REDUCED BY SUBSTITUTING
EQUIVALENT CROSS SECTIONAL AREA, THE KEY PLAN SHALL BE USED TO LOCATE ACCESSORIES
SUCH AS PLASTIC PANELS
//AND ROOF VENTILATORS,
Z. ROOFING SHALL BE C„f} % ' PA SC OE PANELS, i<
3. PASCOE PANELS SHALL BE ATTACHED TO THE FRAMING MEMBERS WITH �`i" �; AI 110, ON
CENTER.
4. A BEAD OF PERMANENTLY PLIABLE MASTIC SHALL BE APPLIED TO THE SIDE LAPS OF ALL
PANELS, A DOUBLE BEAD SHALL BE APPLIED TO ALL END LAPS,
S. ALL LIGHT GAGE STEEL SHALL Of FABRICATED FROM STEEL CONFORMING TO THE CJJEM157RY
REQUIREMENTS OF THE A,S.T.M• SPECIFICATION A-375 WITH MINIMUM GUARANTEED YIELD
STRESS OF 50,000PCUNOS PER SQUARE INCH.
6• .EAVE STRUTS SHALL BE 8 x 5-1/4 x 4 x 14 C.A. HIGH TENSILE.
7, A STANDARD ROD SHOE WITH FLAT WASHfi SHALL BE INSTALLED AT EACH END OF DIAGONAL '
BRACING. _
S. ALL DIAGONAL RODS SliALL BE FABRICATED FROM STEEL CONFORMING TO REQUIREMENTS OF
A.S,T,M, A-36. ALL DIAGONAL CABLE SHALL BE FABRICATED FROM 1.7 GALVANIZED WIRE
ROPE, EXTRA HIGH STRENGTH GRADE EQUAL TO U.S.S. AMERSTRAND.
9. FOR ALL CONNECTIONS AND MISCELLANEOUS DETAILS, SEE PASCOE S-5 DRAWINGS,
NUTS: PURL/XV5 StftILL' 49� L-'� SECT/QNS 8a x 2 `rV/TH g
L /P TH/C/CNE,55 AS /N40/Cd TEO 0/y
JV4 CHART "Af3ovE. - USE ORAWIAICF FOR 20 ,rHJel, SP6lN- E2 "HRl13Q L.L..
By CKD- OA � E. --/ _ 1 HF
TEQL.OWING D WO& OWG. NO `l
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ORALNN f1
t' ROOF SLOPE g.1
SPAN
CHECKED WA 4474=7AF` LBS. LIVE LbAD. LBS. WIND :LQAD �sfTg; rho
• COL UMA S, GE OR G IA � POMONAP CALIFORNIA
HIS bAAWING IS NOT TO SC6AL,E,Ut�,I.,QSS APPROVED T
, {
OTHERWISE NOTED.
DIMENSIONS GOY
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SAVE STRUT 1'4"L(�, _ 1'4"Lb. Fry (S•22 CLID SwoWN) PU2LIH
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cA 11 I CLIP 106C-1 ' -- - -- ve, iOOQ IZ ' I I MUST (OINCIt)E µ'/PUeLIN
f - LO CATION S
COLUMN' ,' K t s a, S E C T I O N AT Q A V E-
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STDD R BUIL IN SI ,. - I JOa Nc).ii . Ai CHiCKi[UMp I/�, 4MITAL BUILDING MANUFACfUAIA$ ASSOCIATIDN Gt'�tAi la1 !��►!llit9�4iA, tC ILiFU�i1Ai/A rl11 UiiAwINO IS IVOT 1b SCALE IJPILC~S5✓�} f
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UIMEN`LION3 GIUVEIIN, 00 NO i SLAI-11,
WACO GENERAL INC.
P.O. Box 6567
Titusville, Florida 32780
City of Sanford July 28, 1977
Building Department
Sanford,Florida 32771
Attention: Mr. Bill Braceland
It has been brought to our attention that the petition framing was not
rough inspected. We here by certify to you that pressure treated plates
were used and the work preformed met the standard building code. We
also understand the rough -in electric was not inspected. This over site
occured due to the change of electrial contractors, however we also
certify the electrical was performed in accord with the City and Standard
building code. We appolize for this over site. Thank you for your
cooperation in this matter.
Very Truly Yours,
Owner - Action Honda
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