Service Reactions by Load Case

Load Case

Shear Vertical Load Moment

V (k) P (k) M (k-ft)

DEAD 0.00 0.70 0.00

LIVE 0.00 0.85 0.00

SNOW 0.00 0.00 0.00

W1 0.20 0.80 2.00

W2 -0.20 -0.80 -2.00

EQ 0.50 0.15 5.00

7/05/22

7/05/22

2" INTERNAL

PVC DRAIN

1/4" SLOPE PER FOOT

COUNTER

FLASHING

BUILDING WALL

BY OTHERS

EXISTING

CMU WALL

PERIMETER

GUTTER

PERIMETER

GUTTER

16" A.C.M FASCIA

COLOR: TBD

3/4" THICK

TOP PLATE

6" CHANNEL (18 GA.)

TOP OF

GRADE

DETAIL 2/C1

DETAIL 1/C2

DETAIL 1/C1

22GA. METAL

DECK PAN

24GA. FRAMING

SECTION

4" Ø (MAX) HOLE, TYP.

G.C.TO GRIND

MOUNTING AREA

SMOOTH PRIOR TO

INSTALL

16" A.C.M FASCIA

COLOR: TBD

CONT. 18 GA. GALV.

ANGLE 1 3/4X1-3/4

VERTICAL WALL REACTIONS:

DL= 28plf

LL= 56plf

SL= 180plf

WL= 50plf

NOTE: ALL LOADS ARE UNFACTORED.

WIND LOADS ARE ULTIMATE. SNOW

LOADS INCLUDE Pf+DRIFT

7/05/22

7/05/22

BUILDING WALL

BY OTHERS

TAPCON

IN PERIMETER

GUTTER @ 3'-0"

O.C.

PERIMETER

GUTTER

FASCIA

22GA. METAL

DECK PAN

L4x3x3/8 (LLH)

COUNTER

FLASHING

PAN CLIPS

REGLET

FLASHING

TO BE SUPPLIED AND

INSTALLED BY G.C.

G.C.TO GRIND

MOUNTING AREA

SMOOTH PRIOR TO

INSTALL

TAPCON

IN FLASHING @

3'-0" O.C.

7" X 10 1/2" X 3/4"

TOP PLATE 3/8" COL

1/4"

( 4 ) 5/8" A-325

BOLTS

COLUMN TO

CROSSBEAM

CONNECTION.

1/4"

3/4 WEB

HEIGHT

PURLIN

W8X21

HSS 6X6X1/4

COLUMN

3/8" - STIFF PL. EA. SIDE

COLUMN TO CROSSBEAM CONNECTION

HSS 6X6X1/4

COLUMN

PURLIN

W8X21

( 2 ) #12x1-1/4" TEK.

16" A.C.M FASCIA

COLOR: TBD

(6)#8X1/2" TEKS

EACH SIDE (12 TOTAL)

TYP.

HAT SECTION

(24GA.)

PERIMETER

GUTTER

6" CHANNEL

(18 GA.)

SLOPE GUTTER

DRAIN COVER

ANGLE

FLASHING

( 4 ) 5/8" A-325 BOLTS

COLUMN TO CROSSBEAM

CONNECTION.

CONT. 18 GA. GALV.

ANGLE 1 3/4X1-3/4

TOP AND BOTTOM

#12x3/4" TEK. @

12" CENTERS

#8x1/2" TEK. 2 PER

BRACE

22GA. METAL

DECK PAN

PAN CLIPS

2" INTERNAL

PVC DRAIN

4" Ø MAX

HOLE

#12X3/4" TEK @ 16" CTR'S.

ON DECKPAN RIB, &

AT HAT SECTION

3/4" THICK

TOP PLATE

( 2 ) #12 X 3/4" TEK EACH

SIDE (4 TOTAL) (TYP)

OFFSET

GUTTER ANGLE

EVERY OTHER PAN

#8X1/2" TEK

@ 24" CTR'S

3" LONG

COUPLING

3/4"Ø THREADED ROD @ 2'-0"

O.C. SET IN HY-270 EPOXY OR

SIM. IN SOLID GROUTED CMU

CMU CELLS. W/ 6 3/4" MIN.

EMBED

7/05/22

BASE PLATE DETAIL

HSS 6X6X1/4

COLUMN

1/4 (TYP)

COLUMN

MIN. REINFORCING

3/8

DOWNSPOUT

DRAINAGE.

TOP OF GRADE

ISOMETRIC VIEW

HSS 6X6X1/4

COLUMN

16X16X3/4

BASE PLATE

NON SHRINKING GROUT BY

FOOTING CONTRACTOR

AFTER CANOPY

INSTALLATION

TOP OF FOOTING

(BY OTHERS)

3/4" Ø THREADED ROD W/

HILTI HY-200-A EPOXY OR

SIM. W/ 9" MIN. EMBED

7/05/22

ISOMETRIC VIEW

FRONT VIEW

MCP PROFILE

OFFSET GUTTER ANGLE

EVERY OTHER PAN

( 2 ) #12x1-1/4" TEK.

PURLIN

W8X21

16" A.C.M FASCIA

COLOR: TBD

OFFSET

GUTTER ANGLE

EVERY OTHER

PAN

16" A.C.M FASCIA

COLOR: TBD

HAT SECTION

(24GA.)

PURLIN

W8X21

#12X3/4" TEK @

16" CTR'S. ON

DECKPAN RIB, &

AT HAT SECTION

(6)#8X1/2" TEKS

EACH SIDE (12 TOTAL)

TYP.

OFFSET

GUTTER ANGLE

EVERY OTHER

PAN

22GA. METAL

DECK PAN

22GA. METAL

DECK PAN

CONT. 18 GA. GALV.

ANGLE 1 3/4X1-3/4

TOP AND BOTTOM

24GA. FRAMING

SECTION

7/05/22

ISOMETRIC VIEW

PERIMETER

GUTTER

BUILDING WALL

BY OTHERS

PAN CLIPS

PAN CLIPS

PAN CLIPS

22GA. METAL

DECK PAN

A

A

BUILDING WALL

BY OTHERS

PERIMETER

GUTTER

PAN CLIPS PAN CLIPS

PAN CLIPS

SECTION A-A

TAPCON

IN PERIMETER

GUTTER @ 3'-0" O.C.

22GA. METAL

DECK PAN

MCP PROFILE

COUNTER

FLASHING

TAPCON

IN FLASHING @

3'-0" O.C.

COUNTER

FLASHING

7/05/22

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