Client Name and ProjectStyle: Standing Seam CanopyPan Style: 100NSFinish: Mill FinishPan Color: Red - Customer to VerifyOpen End

Manufacturer

Structural Engineer

Copyright Notes

Date 10 - 10 -12 1

File

Sheet

AWN

ING

WO

RK

S In

corp

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edS

loan

Aut

omot

ive

1703

E. M

ichi

gan

St.

Orla

ndo,

FL

3280

6

1411

5 63

Rd

Way

N. -

Cle

arw

ater

, Fl 3

3760

Tel:

727.

524.

1118

- Fa

x: 7

27.5

24.3

110

awni

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orks

inc.

com

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GENERAL DESIGN INFORMATION

FLORIDA BUILDING CODE 2010, ASCE 7-10RISK CATEGORY II ULT WIND SPEED 146 MPH (113 MPH ASD)I=1.0 Kz=0.92 G=0.85DESIGNED AS OPEN STRUCTURE OBSTRUCTED FLOWEXPOSURE “C”

GENERAL NOTES

1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITHTHE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE.2. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADEDCANOPY SYSTEM AS VERIFIED BY THE ARCHITECT/ENGINEER OF RECORD, NO WARRANTY,EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.3. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6, 6061-T6, OR6005-T5.

Plan ElevationNot to Scale

Isometric ElevationNot to Scale

Side ElevationScale: 1 1/2” = 1’ - 0”

Flashing DetailNot to Scale

7’ 6” Clearance

2” Edge Trim

Gregory D. Gainer

5387 Alahambra Way S.

St. Petersburg, FL 33712

36"

1 1/2” x 1 1/2” x .125”Aluminum Tube

Z - Clip24” O.C. Max

Counter Flashing - Caulk Seal

Standing Seam Panel

#10 Tek Screw w/Bonded Washer 16”o.c.

3/8” Large Diameter Tapcon

120"

168”

42"

36"

6”

1/2"

1/2”

2"

49°

28"54 1/2"

42"

33"

Client Name and Project

Manufacturer

Structural Engineer

Copyright Notes

Date 4 - 8 - 13 1

File

Sheet

AWN

ING

WO

RK

S In

corp

orat

edS

loan

Aut

omot

ive

1703

E. M

ichi

gan

St.

Orla

ndo,

FL

3280

6

1411

5 63

Rd

Way

N. -

Cle

arw

ater

, Fl 3

3760

Tel:

727.

524.

1118

- Fa

x: 7

27.5

24.3

110

awni

ngs@

awni

ngw

orks

inc.

com

ww

w.a

wni

ngw

orks

inc.

com

Cer

tifie

d G

ener

al C

ontra

ctor

Lice

nse

# C

GC

1511

475

CO

PY

RIG

HT

AWN

ING

WO

RK

S IN

C.

This

doc

umen

t is

the

prop

erty

of A

wni

ngW

orks

Inc.

and

sha

ll no

t be

repr

oduc

ed in

who

le o

r par

t with

out w

ritte

n co

nsen

t of

Awni

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orks

Inc.

alte

ratio

ns, h

ighl

ight

s,re

mar

ks o

r oth

er m

arki

ngs

to th

isdo

cum

ent a

re n

ot p

erm

itted

.

GENERAL DESIGN INFORMATION

FLORIDA BUILDING CODE 2010, ASCE 7-10RISK CATEGORY II ULT WIND SPEED 146 MPH (113 MPH ASD)I=1.0 Kz=0.92 G=0.85DESIGNED AS OPEN STRUCTURE OBSTRUCTED FLOWEXPOSURE “C”

GENERAL NOTES

1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITHTHE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE.2. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADEDCANOPY SYSTEM AS VERIFIED BY THE ARCHITECT/ENGINEER OF RECORD, NO WARRANTY,EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.3. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6, 6061-T6, OR6005-T5.

Top ElevationScale: 3/4” = 1’ - 0”

Front ElevationScale: 3/4” = 1’ - 0”

Top ElevationScale: 3/4” = 1’ - 0”

Front ElevationScale: 3/4” = 1’ - 0”

Z Clip w/ 3/8” x 3” Tapcon

3/8” x 5” Tapcon

Left Section

Front Section

Middle Section

Style: Standing Seam CanopyFinish: Mill FinishPan Color: Red - Customer to VerifyOpen End

Gregory D. Gainer

5387 Alahambra Way S.

St. Petersburg, FL 33712

168"

36"

168"

42" 42"

55 1/2"24" 24"

120"

36"

120"

44 1/2"