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HSS 6 ";8" HSS 6 "X8" HSS 6 "X8"
E.O.R. & G.C. IS_ RESPONSIBLE FOR THE DESIGN
AND INSTALLATION OF THE HSS FRAME
SUPPORT FOR THE PROVIDED REACTIONS
(-ANOPY LOADS ARE AS FOLLOWS:
BF
4 CANOPY SECTION
1 W ,' SCALE. 3/8 = V-0'
21' -6"
V.I.F.
12" AIRFOIL
HSS 6 "X8" BY
OTHERS
ONT. 212'X12 "X-14' ALUM.
ANGLE
HSS 6 "X8" BY OTHERS
ANGLE TO HSS CONNECTION
SCALE: 3" = F -0"
L-1 ND 'EXCEPTION TAKEN 0 REJECTED
NOTE C0M1!,,11EN T 3 Q PESUB! °.iT'
THIS io , 0 N-D LC N L STA F SINCE THIS SUPAITTAL IS F--'lir:NED WI 4 FUL
F,EL;JkNCE THAT THE 1{ ^S 01TESTED TO ITS C4:,1i'IJANTE TO TAE
CCliT ?ACT DvCCC;.1 'S l'`,J r._. : ?,�J CL'AFLY MA ", -(ED "r = NOTE' ALL
MTH TP,E USIG1
C,r., v A',)
ANY C' fir'. 00'�l i',7 ,_' ` , i.�? '! �; F1FETY
It
ASSU;vfES Nli +,
CuA1JGES TO ' , C:.'!; . _ 1 L, 7;,,- LY
REOUESTED,SU�`'IT:i�', .;40 :_'i,_.. ;;G.;li;'.C? i3.
�
�ATEU ARCHi"i EC's D` ; � ii'�'..` =��fURA i ED
6A.2014
qq j G f ?cVle>rVEH
RECEIVED
MAY 2 9 2014
MATH) ARCHITECTURE, INC. ^X -(7
�
D
UN I riSAL7_______
Approved as Noted
exec a as oted
Oaten: l�
ame: C,
irnenaions and Quantity
2� ANGLE TO HSS CONNECTION
1 W SCALE. 3" F-0"
HSS 1
HASHER SUPPLEMENTAL NOTES:
C. - -
• ARROW DENOTES DRAIN (TYP) AND DIRECTION_
• ALL DIMENSIONS TO BE FIELD VERIFIED. =
• SUNSHADES SHALL NOT RECEIVE ANY DRAINAGE
FROM THE EXISTING /NEW BUILDING.
DNT. 221X12" X14'
UM. ANGLE
2' -0"
TYP.
14X1" C/S TEK
EWS
AIRFOIL
AIRFOIL TO ANGLE CONNECTION
SCALE: 1 -1 /2" = F -0"
0410 EXCEPTION TAKEN El MAKE CORRECTIONS NOTED
❑ REJECTED 0 REVISE AND RESUBMIT
❑ SUBMIT SPECIFIED ITEM
Checking is only for general conformance with the design con-
cept of the project and general compliance with the information
given in the contract documents. Any action shown is subject
to the requirements of the plans and specifications. Contrac-
tor is responsible for dimensions which shall be confirmed
and correlated at the job site; fabrication processes and tech-
niques of construction; coordination of his work with that of
all other trades; and the satisfactory performance of his work.
M.A. SUAREZ & ASSOCIATE"C.
KEY PLAN
SCALE: N.T.S.
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SELECTION CHART
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GENERAL NOTES: WALL -HUNG CANOPIES
SECTION: 10530
1. DESIGN, FABRICATION AND ERECTION
OF CANOPY COMPONENTS SHALL BE 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:
EXTRUDED ALUMINUM... ALLOY 6063 -T6
ALUM. FILLER METAL ... ER 5356 ALUMINUM
MAGNESIUM ALLOY.
3. DESIGN LOADS:
LIVE LOAD ................... 0 PSF
WIND SPEED ................ 186 (ULT) MPH
RISK CATEGORY ............... III
DESIGN LOADS DERIVED FROM AND
APPLIED TO THOSE PROCEDURES FOUND
IN THE ASCE 7 -10 WITH CRITERIA FOR
STABILITY
4. ALL FASTENERS ARE TO BE STAINLESS
STEEL 304.
5. FIELD VERIFY ALL MEASUREMENTS, AND
VERIFY ALL ELEVATIONS.
6. DRAINAGE MUST INCLUDE A 1 -1 /2" DIA.
OPENING (1.77 SQUARE INCHES) FOR
EACH 100 SQ. FT. OF COVER, MINIMUM.
U.N.O.
7. AREAS DENOTED BY " ♦" ARE SCUPPERED
DRAIN OR DOWNSPOUT LOCATION. SEE
DETAILS FOR TYPE OF DRAINAGE SYSTEM.
8. UPON COMPLETION -THESE WALKWAY
COVERS ARE TO BE CLEANED OF
SURFACE BLEMISHES, DEBRIS, DUST AND
SCRATCHES (MARKS). THIS SHALL
INCLUDE ALL GUTTERS, STRUTS, AND BOTH
UNDERSIDE AND TOPSIDE
OF THE DECKING.
PLAN N01 -ES
TOTAL CANOPY AREA
= 943 SQ. Ft.
NO. DATE
SELECTION CHART
MATERIAL
COLOR FINISH
BLA: 3
12 ".' RF0 °_
= I T`J BE SELECTED I 2 -COAT KYNAR
-I - -
_ APIGLES :l, TO ICE SELECTED I 2 -COAT KYNAR
X12 X.250"
I I
I I
I; I
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I I
I I
I I
I I
GENERAL NOTES: WALL -HUNG CANOPIES
SECTION: 10530
1. DESIGN, FABRICATION AND ERECTION
OF CANOPY COMPONENTS SHALL BE 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:
EXTRUDED ALUMINUM... ALLOY 6063 -T6
ALUM. FILLER METAL ... ER 5356 ALUMINUM
MAGNESIUM ALLOY.
3. DESIGN LOADS:
LIVE LOAD ................... 0 PSF
WIND SPEED ................ 186 (ULT) MPH
RISK CATEGORY ............... III
DESIGN LOADS DERIVED FROM AND
APPLIED TO THOSE PROCEDURES FOUND
IN THE ASCE 7 -10 WITH CRITERIA FOR
STABILITY
4. ALL FASTENERS ARE TO BE STAINLESS
STEEL 304.
5. FIELD VERIFY ALL MEASUREMENTS, AND
VERIFY ALL ELEVATIONS.
6. DRAINAGE MUST INCLUDE A 1 -1 /2" DIA.
OPENING (1.77 SQUARE INCHES) FOR
EACH 100 SQ. FT. OF COVER, MINIMUM.
U.N.O.
7. AREAS DENOTED BY " ♦" ARE SCUPPERED
DRAIN OR DOWNSPOUT LOCATION. SEE
DETAILS FOR TYPE OF DRAINAGE SYSTEM.
8. UPON COMPLETION -THESE WALKWAY
COVERS ARE TO BE CLEANED OF
SURFACE BLEMISHES, DEBRIS, DUST AND
SCRATCHES (MARKS). THIS SHALL
INCLUDE ALL GUTTERS, STRUTS, AND BOTH
UNDERSIDE AND TOPSIDE
OF THE DECKING.
PLAN N01 -ES
TOTAL CANOPY AREA
= 943 SQ. Ft.
NO. DATE
REVISION
BY
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DRAWN BY:
ES
CHECKED BY:
MP
DATE: 03.26.2014
Aacl I^s0r,aAl
SCALE: AS NOTED
`�iCSTL�LS, EIIO.
PROJECT # 114035303
2310 Mercator Drive
Orlando, FL 32807
$ h e e t
407 - 671 -6225
1 W
800 - 238 -7207
1 OF 1
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