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FINISH
SOFFIT DECKING `,
. c,LEAR
1 204 -RI At7WZED
2090 -S
•
SPECIFICATION, UNLESS NOTED:
POST ��
I;
� ✓���
u `CLEAR
� �
294-RI At ODIZ��
4 "X4 "X.125"
- EXTRUDED ,Y,LPli JU1v..LOI 6063 -T6
ALUM. FILLER METAL .DER 5356 LUMINUt i
I<EAM f
4 "X6 "X.1251.] 10"
CLEAR
j 204 -RI ANODIZED
FASCIA • 0,
CUR W 11 201, ANODIZED
L -3/9' . ,
4. DESIGN LOADS DERIVED FROM AND
APPLIED TO THOSE PROCEDURES FOUND
7, Z {LADES; r H�
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LOUVER TUE I
2j PC. 7,AB'.
CLEAR
1 204 -RI ANODIZED
I
OPENING (1.77 SQUARE INCHES) FOR
1
100 SQ. FT. OF COVER, MINIMUM. U.N.O.
E. POST DENOTED BY" ♦" ARE DRAIN POSTS
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4 NOTE COMMENTS ❑ RESUBMIT
THIS 1S A CONDITIONAL STAMP SINCE THIS S WITTAL IS . FVEVI_'NED WITH FULL Z -BLADE (BEYOND) I ;
RELIANCE THAT THE CONTMACTOR HAS ATTES ED TO ITS COMPLIANCE TO TH=
CONTRACT DOCUMENTS AND FIELD CONDITIONS F '0 CLEANLY VARVED "Al NOTE" ALL 4
DEVIATiGN$ 1HERE0F. PEI' E q IS FCIR GENERA' CONFORMANCE WITH THE DESIGN
I CCN;EPT ONLY AND COlrl -u;; ^HA:.L NOT 6E CI NSTRUED AS FELIrliNG OR N'AIVING 3i rt Ono Dlv�T no i)" n r
GENERAL NOTES: WALKWAY COVERS
SECTION: 10530
1. DESIGN, FABRICATION AND ERECTION
OF WALKWAY COVER COMPONENTS
SHALL IE IN ACCORDANCE WITH THE
FOLLOWING UNLESS NOTED:. '
ALUMINUM... SPECIFICATIONS FOR
ALUMINUM STRUCTURES
ASCE 7 -10 & FBC 2010
2. MATERIAL SHALL MEET THE
REQUIREMENTS OF THE FOLLOWING
SPECIFICATION, UNLESS NOTED:
-CONCRETE ... ACI -318 -08 BUILDING
CODE.
- REQUII EMiNji FOk REI CED
CONCRETE 28.DAY ' x
- COMPRESSIV, =ST EN 00 P.S.I.
- EXTRUDED ,Y,LPli JU1v..LOI 6063 -T6
ALUM. FILLER METAL .DER 5356 LUMINUt i
3. FOUND,TIONS,SHALL BE 'S SHOWN ON
SHEET NTHECONTRACTDbCUMENTS.
DESIGN LOADS:
LIVE LOAD ................. 30 PSF
WIND SPEED .............. 186 (ULT) MPH
RISK CATEGORY........... III
4. DESIGN LOADS DERIVED FROM AND
APPLIED TO THOSE PROCEDURES FOUND
IN THE ASCE 7 -10 WITH CRITERIA FOR
STABILITY
5. ALL FASTENERS ARE TO SE STAINLESS
STEEL.
6. FIELD VERIFY ALL MEASUREMENTS, AND
VERIFY ALL ELEVATIONS.
7. DRAINAGE MUST INCLUDE A 1 -1/2" DIA.
OPENING (1.77 SQUARE INCHES) FOR
EACH
100 SQ. FT. OF COVER, MINIMUM. U.N.O.
E. POST DENOTED BY" ♦" ARE DRAIN POSTS
SEE TYPICAL DRAIN POST DETAIL. GROUT
ALL DRAIN POST.
9. UPON COMPLETION � -THESE WALKWAY
COVERS ARE TO BE CLEANED OF
SURFACE BLEMISHES, DEBRIS, DUST AND
SCRATCHES (MARKS). THIS SHALL
INCLUDE ALL COLUMNS, BENTS,
FASCIAS, UNDERSIDE AND TOPSIDE OF
THE DECKING.
10. KEYHOLE POST TO GROUT .... (2) 1-1/2"
HOLES U.N.O.
11, INSULATE POST FROM CONCRETE WITH
CLEAR ACRYLIC SEALANT.
12. DRILL 1 /4 "'t +EEP HOLE IN ALL NON -DRAIN
PLAN NOTES
TOTAL CANOPY AREA
230 SQ. FT.`
NO. DATE REVISION BY
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DRAWN BY: ES
CHECKED BY: JC /XX
DATE: 09.08.2014
SCALE: AS NOTED
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PROJECT # 114035303
2310 Mercator Drive
Orlando, FL 32107
Sheet
407 -671 -6225
1 W
— 3a -7207
B00 2
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