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<br />GENERAL NOTES:
<br />
<br />1, ALL CONCRETE WORK SHALL BE 3,000 PSI AT 28 DAYS
<br />2, MINIMUM SOIL BEARING SHALL BE 2,000 PSF,
<br />3, STRUCTURAL STEEL SHALL BE ASTM A-36 SPECIFICATION AND
<br />SHALL BE PAINTED WITH ONE SHOP COAT OF RUST INHIBITIVE
<br />PAINT (RUSTOLEUM OR EQUAL,) SPOT PAINT ALL
<br />FIELD CONNECTIONS AND ABRASIONS WITH RUST INHIBITIVE
<br />PAINT (RUSTOLEUM OR EQUAL,)
<br />4. ALL BOLTS TO BE U.N.O, MATERIAL A-325.
<br />5. ALL WELDING IN ACCORDANCE W/ A.W.S, STANDARDS, /'
<br />6, REINFORCING STEEL TO BE ASTM A-615 & 305 GRADE 60, .
<br />7, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
<br />\11r1\~~') WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
<br />..----_2QQJ..; CHAPTER 16, STRUCTURAL LOADS. THE FOLLOWING
<br />rD. f-C l'~f.:o3 WIND LOAD REQUIREMENTS, IN ACCORDANCE WITH SECTION 1606J
<br />R.e u " 'S; f) nS WERE EMPLOYED IN THE DESIGN OF THE STRUCTURE:
<br />BASIC WIND SPEED: 120 MPH 3-SECOND GUST WIND SPEED
<br />WIND IMPORTANCE FACTOR: 1.0
<br />BUILDING CATEGORY: I
<br />WIND EXPOSURE CATEGORY: B
<br />APPLICABLE INTERNAL PRESSURE COEFFICIENT: N/ A
<br />DESIGN WIND PRESSURE FOR EXTERIOR COMPONENTS
<br />& CLADDING: 32 PSF
<br />8, DESIGN CRITERIA:
<br />WIND LOAD = 35 PSF,
<br />DEAD LOAD = 5 PSF,
<br />LIVE LOAD = 20 PSF,
<br />9, ANY PLANS FOR SIGN, ETC, BY OTHERS,
<br />10, ELECTRICAL LAYOUT BY OTHERS (IF REQ'D.),
<br />
<br />
<br />14" x 18" X 18" BASE PLATE
<br />W/(4) HOLES FOR EXISTING
<br />ANCHOR BOLTS (NO GROUT)
<br />
<br />. ~" . ..' ..'. ".... .4,'
<br />
<br />"4 ' 'J 4 . .' ..
<br />.. .....
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<br />. .. .' ". -.". do
<br />~ ...' .
<br />.4 .......... ..
<br />.4 ',' . "
<br />
<br />NOTE:
<br />A TIACH TO EXISTING
<br />FOOTER.
<br />
<br />. .... ..... :
<br />
<br />!. .....
<br />~. , :...'
<br />
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<br />
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<br />;.' 4 ~ . ", : '. ..,. .
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<br />
<br />USE EXISTING FOOTER
<br />
<br />(N. T.S.)
<br />
<br />-- PROJECT --
<br />PROPOSED CANOPY PLAN
<br />
<br />- - CANOPY CONTRACTOR --
<br />ALUMINUM PLUS
<br />748 I nt' I Speedway Blvd,
<br />DeLand, Florida 32724
<br />Tel (386) 734-2864
<br />Fax (386) 736-7096
<br />
<br />1
<br />
<br />45.
<br />
<br />
<br />14'-6" CL. MIN.
<br />
<br />
<br />12'
<br />
<br />24'
<br />
<br />- -
<br />
<br />12'
<br />
<br />~
<br />R18.TYPICAL ~
<br />
<br />r
<br />
<br />
<br />EXISTING
<br />FOOTER
<br />
<br />
<br />40'
<br />
<br />25'
<br />CtoC
<br />
<br />ELEVATION VIEW
<br />
<br />-4 r -6.
<br />
<br />I-
<br /> I
<br /> I
<br /> 1
<br /> I
<br /> 1
<br />~ 1
<br /> I
<br /> 1
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<br />N
<br />.......
<br />~
<br />
<br />W 12 X 22
<br />
<br />r
<br />
<br />USE EXISTING
<br />/ FOOTERS
<br />
<br />W 12 X 22
<br />
<br />------~;---EK-1O" x 10" x 1/4" COLUMN
<br />
<br />~ W12x35
<br />CARRIER BEAM
<br />
<br />W 12 X 22
<br />
<br />- -
<br />
<br />PLAN VIEW
<br />
<br />-- ENGINEER --
<br />CLEATON & DAVIS ENGINEERING INC,
<br />103 W. WISCONSIN AVE # 104
<br />Deland, Florida 32720
<br />Tel (386) 738-7475
<br />Fax (386) 738-7781
<br />
<br />40'
<br />
<br />25'
<br />
<br />l
<br />
<br />
<br />EXISTING
<br />FOOTER
<br />
<br />
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<br />r-6.
<br />
<br />....
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<br />r---------~ B
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<br />,
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<br />
<br />USE EXISTING
<br />FOOTERS ~
<br />
<br />
<br />
<br />----------- -
<br />
<br />
<br />W12x22 PURUN ~ J ~
<br />10. x 10" x 1/4" COLUMN
<br />
<br />9'
<br />
<br />________ W 12x35
<br />CARRIER BEAM
<br />
<br />
<br />W12x22 PURUN ~
<br />
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<br />
<br />fH't~:~Z3:t. ?.4;fj tK~J5:~~~
<br />
<br />JOB #
<br />DRAWN BY:
<br />
<br />J KREMER
<br />
<br />DATE: 08-27-02
<br />SCALE: 1: 50
<br />
<br />NOTE:
<br />SCUPPERS LOCATED "-0"
<br />FROM EACH CORNER
<br />
<br />GUffiR
<br />
<br />
<br />MOVABLE SHEET
<br />METAL flAP
<br />
<br />TYPICAL SCUPPER DETAIL
<br />(N, r.s.)
<br />
<br />11'
<br />
<br />24'
<br />
<br />13'
<br />
<br />
<br />"LJ-L~',0t\.......:...J.j.~~ .~"--,,-,--,,,. 1...0) \,'ITHr\.LL
<br />
<br />PRI: v AlU"iG CODES. FLORIDA BU1LDL\~
<br />CODE. NATIONAL ELECTRlC CODE At":
<br />CITY OF ZEPHyR} !:LLS O~DL'-JA:-\CEr
<br />
<br />SEE PlJIN VIEW FOR DIMENSIONING
<br />
<br />I
<br />
<br />-1
<br />,
<br />I
<br />,
<br />I
<br />,
<br />
<br />3/4'x 14'x 18' TOP PI.).TE
<br />(4) 1-3/16' DIAMETER HOLES
<br />FOR l' BOLTS (,1,.325 H.D.C.)
<br />
<br />
<br />SEE PtlIN VIEW
<br />FOR DIMENSIONING
<br />
<br />
<br />SEE PLAN VIEW
<br />FOR STEEL SIZES
<br />
<br />w
<br />
<br />3/8' STlffiNER
<br />EACH SIDE WELDED ----......
<br />
<br />GUffi.R
<br />fWJGER
<br />
<br />SEE PLAN VIEW I
<br />FOR STEEL SIZES I
<br />I
<br />================================-~i
<br />
<br />CUITER, 20 GII. 3/8'x 3'x 6' II:
<br />GALVALUME PI.).TE (WELDED) 1'1
<br />,I:
<br />1'1
<br />'II
<br />1,1 I
<br />III
<br />I I
<br />~
<br />
<br />lO'x 10'x 1/4' STEEL COLUMN
<br />
<br />
<br />
<br />
<br />VIEW "B - B"
<br />(N. T.8,)
<br />
<br />SEE PtlIN VIEW FOR DIMENSIONING
<br />
<br />I
<br />I
<br />,
<br />I
<br />,
<br />I
<br />
<br />
<br />~~
<br />5 GUTTER, 20 GA.
<br />GIILVALUME
<br />11
<br />VIEW'~ -A"
<br />
<br />(N. T. 8.)
<br />
<br />LEGEND:
<br />1. 2" x 2" x 18 GA, GALVANIZED ANGLE. SCREWED W/(2) #12 x 3/4"
<br />TEKS @ EACH FASCIA BRACKET.
<br />2. 2" x t' x 18" GA, GALVANIZED ANGLE SCREWED TOGETHER W/(2)
<br />#12 x 3/4" TEK SCREWS PER CONNECTION & ATTACHED TO
<br />PANELS W/(4) #14 x 1" TEK SCREWS ON 4' CENTERS.
<br />3. (4) 3/4" 0 BOLTS. - A325 H.D.G.
<br />4. #12 x 1" TEK SCREWS AT 6" O.C,
<br />5, #10 x 1/2" TEK SCREWS AT 2' O,C.
<br />6. APPROVED PRE -ENGINEERED STEEL CLIP, TO BE FASTENED TO
<br />PURLlNS AT 16" O.C,
<br />7. 20 GA. GALVALUME ROOF PANELS
<br />8. 3" P.V,C, ROOF DRAIN
<br />9, # 12 x 3/4" TEK SCREWS AT 2' O.C, (FASCIA CONNECTION)
<br />10, ATTACH KING BRACE EVERY 8.0'.
<br />11. .050 ANGLE ATTACHED TO GUTTER @ 6" O.C. W / # 12 x 1" TEK SCREW
<br />12. 2-1/2" x 2-1/2" x 3/16" GALVANIZED STEEL ANGLE WELDED OR
<br />BOLTED WITH 3/8" x 2" BOLTS ON ENDS AND USED AS BRACES
<br />14' OR LESS ON CENTER
<br />13. 45" - ACM FASCIA PANELS
<br />14, DRAIN SPOUT COVER
<br />15. SCUPPERS: SECONDARY OVERFLOW RELIEF l' FROM EA. CORNER
<br />
<br /> 40.
<br /> -- 4' 1- 9'-4. -_j4 13'-4. -r- 9'-4" -14'-
<br /> I I --1 r- 16" TYP. ! I
<br /> I I
<br /> !V v v ~ r--..... ~! 1i/ -- - I t
<br /> ./ --...... "\1
<br /> 5'.{).
<br />- ell Il- l. -1
<br /> / /' ""- "II,
<br /> / 1 \
<br /> I \ I
<br /> / \
<br /> '"'- 13' 24'
<br /> ""
<br /> \ \ \ /
<br /> 1\ /
<br /> " -- ~ .~ / /
<br />- ~ ....
<br /> .... ... >- ~
<br /> '\, v ~
<br /> l"--- f'-.. v V
<br />
<br /># PANS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
<br />
<br />
<br />/'
<br />
<br />
<br />o ('1I/tflJ
<br />
<br />LIGHTING/DECK PANEL LAYOUT
<br />(N. r. s.)
<br />
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