HomeMy WebLinkAboutDRAWING•F; -
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NOTE: ALL FRAMES TO BE NATURAL ALUMINUM.
ALL WELDS TO BE CLEANED.
NON —ILLUMINATED
NOTE: SUBSTRATE COLOR TO BE TRIVANTAGE
'NITE—LITE"2603 RED (#812603)
FIT 1'x1'xo.125'
ALUM. TUBE
1
L
FNnS Tn
'u - BE CLOSED NO LENS
BE OPEN NO LENS
MP-tA Y X 1'
MEDIUM WALL
0
M
SIDE VIEW — INTERMEDIATE FRAME SECTION
2x SCALE
1o'-o'
15'
MP -IA 1' X 1'
MEDIUM WALL
BACK TO
BE OPEN
FRONT VIEW ` INTERIOR BOTTOM ONLY (2) Z-CUPS ONJ (6) Z-CL PS TOP
(2 Req'd Southeast & Southwest Elewtions) (10) BOTTOM
(16 TOTAL)
IOE ALWGNM
Z-WP
e We O.a Aw.
etnIDNG
WILL
TYPICAL MOUNTING DETAILS
NOT TO SC U
DE
e•S
SIDE VIEW
BNIDNG
— WAt1
CANOPY SUPPORT GIRT
er OTHERS,
012 TIN SORIN
CANOPY SUPPORT GIRT
By OTHERS
/12 TER SCNEW
•':v�K$
o. 36539
Jam:
STAT OFwe
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C
S"ONA u'11113t1`,G,,p
CARL E. THOMPSON, JR., P.E
GENERAL NOTES•
1. All design, delating, fabricating and construction shot
conform to the fallowing codes and specifications;
a. The Florida Building Code 60 Edition (2017).
It. Amer Sodely of Tsslhg and bedside (Al smalkstOns
c. Building Code Requirements for Reinforced
concrete (ACT 318-(Current Edition))
d. Code for Welding in Building Construction of
the American Welding Society.
e. Specification for the Design, Fabrication and Erection
of Structural Steel for Buildings by The American
Institute of Steel Construction (AISC) (Current Edition)
I. Awriewee A9eaeGtlan Men. Dev, ll n of (2005 Edit).
2. Structural Material Specifications:
a. Alumnum simple shell be aWded from 6063-T52 Way.
Welding titer alloy shall be (5356, 4043. 4047, 5183. 5556).
b. Structural Steel and Plates shall be A-36
c. W-Shape beams shall be (Fr=So ksi) Minimum
d. SWciwd Ming shd be ASTM A-5110, Grade B, (Fa 46 Mill
e. Shlxtdd p'pi0 dal be AM A-51 We 9 T." E a S. Ve5 h}
ASIM A572 Oda 42 TV,42 h1 w ASTM AM Inch 50 TF 50 Lo),
(see drawing for Individual member specifications).
3. High strength bolts for connections shall be
ASTM A-325, unless otherwise noted.
4. Welding electrodes shall comply with AWS D1.1-04, E70nc
(At eddna to be done by eclder calved for yadowe wed tpe)
5. Design Wind Speed, Vmy= M MPH (ASCE 7-10)
Equivalent Wmd Load, P,,m= -328 PSF OR .3D1 PSF
C&C 0 <22'-O* show the ground (3 Se: Wind Gift)
Exposure r Risk Category rI It LQ G=AA
B. Conseclw shall mify all chandam Get candtms In the Ovid
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCEd
MUST BE KEPT ON JOB OR
) INSPECTION WILL BE MADE
NOTICE:
This drawing is for permit procurement purposes only. C.E.T. is responsible for awning
frame & wall attachment design only. All other components are the responsibility of the manufacturer.
Walls, girts & mullions are the responsibility of G.C. & building engineer. If the existing wall is
questionable or substandard, the installer shall notify the engineer immediately.
Address: 6434 Burnt Poplar Road, Greensboro, NC 27409
Family Dollar 3'-0"x3'-0"x10'-0" Fabric Awning - Southeast & Southwest Elevations
Location: Family Dollar, 3214 Avenue D, Ft. Pierce, FL 34950
DRAWN BY: D.E3.
DATE: February 9, 2011
ALIEN P.O.# 16532wee
CARL E. THOMPSON, JR., P.E.SCALE: 1/2 =1w-0
Serving The Industry Since 1984 PROJ'# 01131E
Phone:(423)781-7336 Fax:(423)781-7337 DWG.# EB-6963
Email:carl@tesengrs.com Website:tesengrs.com
P.O. Box 1500, Englewood, TN 37329 SHEET 1 OF 1
e
is
I
14'—D•
24• 24" 24' 1 24• 1 24• 1 24• 1 24'
FRONT VIEW (2) Z-CLIPS ON J (—Z-CLlPS Top
(i Read South (Entry) Elevotlon) NIERIOR BOTTOM ONLY (14) BOTTOM
(22 TOTAL)
n
RT 1"ct'e0.125
ALUM. TUBE
O
BOTTOM TO ENDS TO J
BE OPEN NO LENS BE CLOSED NO LENS
MP -IA I" x I" _ —=
SIDE VIEW - INTERMEDIATE FRAME SECTION
2v SCALE
MP -IA 1' x 1"
MEDIUM WALL
SIDE VIEW'
TYPICAL MOUNTING DETAILS
NOT TO SCAIE
i�
Cm PY
8'w SLLPPORT LIFT
BY
I1I�
of nwuaauM nz TON saFrw
Z-am
r: as. AM
BUILDING
wMs
No.36539
S ATE OF
c4 OR 1 OI
CARL E. THOMPSON, JR., P.E
GENERAL NOTES:
1. All design, delaging, fabricating and construction shall
conform to the fallowing codes and specifications:
a. The Florida Building Coda 61e Edition (2017).
Is. Americans Society of Testing and Malaida (ASIM) spedfatens.
a Building Code Requirements for Reinforced
concrete (ACI 318-(Current Edition))
d. Coda for Welding In Building Construction of
the American Welding Society.
e. Specillcallon for the Dasign, Fabrication and Erection
of Structural Steel far Buildings by The American
Institute of Steel Construction (AISC) (Wrrent Edition)
I. Alambam Asxcblbn Nomhom Decgn Maaal (2005 Edtlon).
2. Structural Material Specifications:
a. Aluminum shapes shall be extruded Iron 6063-T52 alloy.
pddrg May alloy shill be (5356. 4043, 4047. 51A 5556).
b. Structural Steel and Plates shall be A-36
c. W-Shape beams shall be (F,-50 kai) Minimum
d. Shuclural lubinq shag be ASTM A-50O Grade B, (Fye46 lad)
e. S4uabvd pyng rid be AM A-51 Ones B. Type E a S VF 331 Ins')
AM A572 Dada 42 Qp42 b) a Eld A572 Oode 50 (fp90 b).
(see drawing for individual member specifications).
3. High strength bolts for connections shall be
ASTM A-325, unless otherwise noted.
4. Welding electrodes shag comply with AWS DIA-04, E70xx
(Ab =9 la be done by snide caad Iv respccred eed tps)
5. Design Wind Speed, V,ET= = MPH (ASCE 7-10)
Equivalent 7md Load, P,,,y= -36.0 PST OR i29.0 PSF
C&C 0 SZZL- ]_ be. the ground (3 S. %Vd gels)
Exposure :L Risk Category II ly=1A G=M
6. Contractor dldl v Hfy o0 dmanslans and conditions In Me feld
211 PEN Wirz.
NOTICE:
This drawing is for permit procurement purposes only. C.E.T. is responsible for awning
frame & wall attachment design only. All other components are the responsibility of the manufacturer.
Walls, girls & mullions are the responsibility of G.C. & building engineer. If the existing wall is
questionable or substandard, the installer shall notify the engineer immediately.
Address: 6434 Burnt Poplar Road, Greensboro, NC 27409
Phone: (888) 294-2007 www.aIlenindustries.com
Family Dollar 3'-6" x 3'-6" x 14'-0" Fabric Awning - South (Entry) Elevation
Location: Family Dollar, 3214 Avenue D, Ft. Pierce, FL 34950
DRAWN BY: 17.9. *W-";
DATE: February 9, 201E
AI1.EN P.O./ 16532�
CARL E. THOMPSON, JR,y P.E.SCALE: 1/2011'131E
Serving The Industry Since 1984 PROT'#
Phone:(423)781-7336 Fax:(423)781-7337 DWG,# EB-6964
Email:earl@tesengrs.com Website:tesengrs.com
P.O. Box 1500, Englewood, TN 37329 ISHEET 1 OF 1