FOUNDATION DETAIL

SCALE 1/2"=1'-0"

SECTION A-A - BASEPLATE

FOUNDATION DETAIL

SCALE 3/8"=1'-0"

SECTION B-B

SECTION C-C

ANCHOR BOLTS

(6) REQ'D. PER FOOTING

FOUNDATION PLAN

SCALE 3/8"=1'-0"

SECTION R-R

SCALE 1/2"=1'-0"

A

A

BB

CC

B B

THESE PLANS ARE SUBJECT TO

FEDERAL COPYRIGHT LAWS

ANY USE OF SAME WITHOUT THE

EXPRESS WRITTEN PERMISSION

OF VFS, LLC IS PROHIBITED

SHEET NUMBER:

CA1 of 2

SHEET TITLE:

FOUNDATION PLAN

SCALE:

JOB NUMBER:

DRAWN BY: CHECKED BY:

44522

AS SHOWN

137 Applewood Drive.

Ilion, New York 13357

Phone: 315.865.0262

SITE:

JJ SULLIVAN

229 RIVER STREET

GUILFORD, CT

16'-0" x 36'-0"

(2) COLUMN CANOPY

JKS LRP

3'-6" SQUARE PIER

2'-2"

PIER

1'-10"

EMBEDMENT

(10) #5 BARS x 9'-6" LONG

AT 6" C/C (TOP AND BOTTOM)

8"

BU

RY

12'-0"

3'-0"

3'-0"

(#) #7 VERT. BARS

(#) #7 VERT. BARS

#4 HORZ. TIES AT 12" CENTERS

3" C

LEA

R

ANCHOR BOLT TYP.

HIGH POINT OF GRADE

(4) #4 HORZ. BARS AT 16" CENTERS

EACH WAY (4) FOUR LAYERS

#4 VERT. BARS AT CORNERS

AND AT CENTER OF EACH SIDE

1 1/2" x 30" LONG HEADED ANCHOR

ROD WITH LEVELING NUTS & WASHERS

(ASTM F1554 GRADE 36) ON TOP OF &

BELOW BASE PLATE

8" THREADED

2'-6"

FOOTING NOTES

1. OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTING AND ANCHOR BOLT INSTALLATION.

2. ALL FOOTINGS SHALL BE CAST ON LEVEL UNDISTURBED SOIL, ROCK OR PROPERLY COMPACTED SUBGRADE.

BOTTOM OF FOOTING TO BE ABOVE WATER TABLE. FOOTING SIZE BASED ON MINIMUM 2000 PSF SOIL BEARING

CAPACITY AT BASE AND 150 PSF PER FOOT OF DEPTH LATERAL BEARING CAPACITY. CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING ALL SOIL PARAMETERS.

3. FOOTING CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.

4. TOPS OF ALL FOOTINGS ARE ASSUMED TO BE AT SAME ELEVATION. OWNER / GENERAL CONTRACTOR SHALL

PROVIDE BURIAL DEPTH FROM HIGH GRADE UNDER CANOPY. WHERE TOPS OF FOOTINGS ARE AT DIFFERENT

ELEVATIONS, THE OWNER / GENERAL CONTRACTOR SHALL PROVIDE THE CANOPY MANUFACTURER WITH ALL

FOOTING AND GRADE ELEVATIONS PRIOR TO CANOPY FABRICATION. VARIATIONS FROM DESIGN ELEVATIONS

MAY RESULT IN INADEQUATE CLEARANCE AND UNDER SIZED FOOTINGS.

5. OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING NON-SHRINK GROUT UNDER ALL

COLUMN BASES AFTER CANOPY IS LEVELED AND SECURED.

6. FOOTING REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BILLET STEEL BARS WITH SPACING

AS SHOWN ON DRAWING.

7. FOOTINGS ARE ASSUMED TO BE CONSTRAINED BY DRIVE MAT CONCRETE. WHERE THIS CONDITION DOES NOT

EXIST, THE OWNER SHALL NOTIFY CANOPY MANUFACTURER.

8. ANCHOR BOLTS SHALL BE PLACED IN ACCORDANCE WITH THIS DRAWING. TEMPLATES SHALL BE USED TO

ENSURE PROPER PLACEMENT OF ANCHOR BOLTS. ANCHOR BOLTS ARE TO BE INSTALLED SUCH THAT A MINIMUM

OF 7" OF THREAD IS EXPOSED ABOVE TOP OF FOOTING. BOTTOM OF THREADS SHALL NOT END MORE THAN 3/4"

ABOVE TOP OF FOOTER.

#4 HORZ. TIES AT 12" CENTERS

(#) #7 VERT. BARS

PLATE 1"x20"x20"

WITH GUSSETS

(DETAIL D1/CA1)

1'-10"

EM

BED

MEN

T

1'-0"

MIN

.

LOW POINT OF GRADE

(4) #3 TIES-TOP 12" AND

AT 12" O.C. THEREAFTER

6" LOCAL FROST

LINE (MIN.)

4'-0"

TO

H

IG

H PO

IN

T

OF G

RAD

E

TEK 5

COLUMN

6"x6" COVER PLATE

5"x5" HAND HOLE

HAND HOLE & COVER DETAIL

D2

CA1

4'-0"

TO

H

IG

H PO

IN

T

OF G

RAD

E

COLUMN

6"x8" HAND

HOLE COVER

TEK 5 TYP.

4"x6" HAND HOLE

HAND HOLE & COVER DETAIL

D2

CA1

0

9/30/20

JKS

PERMIT / APPROVAL

REVISION HISTORY

REV DATE BY DESCRIPTION

8"

8"

SEE FOUNDATION DETAIL (TYP)

LAWRENCE R. PILON, PE

51 MAPLEVIEW DR.

PENNELLVILLE, NY.

LICENSE #017661

36'-3"

16'-0"

2

12

XABT1 (TEMPLATE)

-XAB (1

1

2

" x 30" ANCHORBOLT)

FOR ANCHOR BOLT SHIPMENT

8"

20"

2"

8"

2"

2"

16"

2"

20"

WOOD TEMPLATE

8" 8"

TOP OF ALL PIERS

AT SAME ELEVATION

CONCRETE DRIVE

8"

2'-6"

FO

UN

DATIO

N

(13) #5 BARS x 4'-6" LONG

AT 9 1/4" C/C (TOP AND BOTTOM)

5'-0"

SECTION B-B - PIER

2'-6" 2'-6"

8'-0" 2'-0"

10'-0"

3" CLEAR TYP.

16'-0"

CONCRETE DRIVE

3'-6" SQUARE PIER

3'-6"

3'-6"

(20) #6 VERTICAL BARS

WITH 12" 90 HOOK

3"

3"

3"

1'-0"

TYP

(U

NO

)

#4 HORZ. TIES

AROUND PERIMETER

(6) SIX LAYERS

SPACING AS SHOWN BELOW

4'-8"

4'-0"

8"

2'-0" 32'-0" 2'-3"

12'-0"

4'-0"

10'-0"

5'-0"

3'-6"

3'-6"

#4 HORZ. TIES

AROUND PERIMETER

(6) SIX LAYERS

SPACING AS SHOWN

TOP OF FOOTING

NON-SHRINK GROUT TO BE

APPLIED & SUPPLIED AFTER

CANOPY IS LEVEL & SECURED

(BY OTHERS)

BASEPLATE

ANCHOR BOLTS:

1

1

2

" x 30" LONG HEADED

ANCHOR ROD W/LEVELING

NUTS & WASHERS (F1554 GR 36)

ON TOP OF & BELOW BASE PLATE

CONDUIT AS REQ'D (BY OTHERS)

1

4

"

TYP.

5

16

"

(8) GUSSETS 3/8"x4"x4"

COLUMN

BASEPLATE DETAIL

D1

1"

2"

20" x 20"

CA1

50"

12"

ELEVATION

SCALE 5/16"=1'-0"

FRAMING PLAN

SECTION T-T

SCALE 5/16"=1'-0"

DETAIL U

SCALE .05 : 1

DETAIL V

SCALE .05 : 1

SECTION W-W

SCALE 5/16"=1'-0"

FASCIA DETAIL AT GUTTER SIDE

DECK DETAIL

U

V

Y

AA

THESE PLANS ARE SUBJECT TO

FEDERAL COPYRIGHT LAWS

ANY USE OF SAME WITHOUT THE

EXPRESS WRITTEN PERMISSION

OF VFS, LLC IS PROHIBITED

SHEET NUMBER:

CA2 of 2

SHEET TITLE:

FRAMING PLAN

SCALE:

JOB NUMBER:

DRAWN BY: CHECKED BY:

44522

AS SHOWN

137 Applewood Drive.

Ilion, New York 13357

Phone: 315.865.0262

SITE:

JJ SULLIVAN

229 RIVER STREET

GUILFORD, CT

16'-0" x 36'-0"

(2) COLUMN CANOPY

JKS LRP

STEEL NOTES

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC

SPECIFICATIONS. DESIGN, FABRICATION AND ERECTION OF COLD FORMED STEEL SECTIONS SHALL

CONFORM TO THE LATEST AISI SPECIFICATIONS.

2. STRUCTURAL MATERIALS:

WIDE FLANGE SECTIONS - ASTM A992 OR A572 GRADE 50 (Fy = 50 KSI)

ANGLES / CHANNELS - ASTM A36 (Fy = 36 KSI)

HOLLOW STRUCTURAL SECTIONS (TUBE) - ASTM A500 GRADE B (Fy = 46 KSI)

PIPE SECTIONS - ASTM A53, GRADE B (Fy = 35 KSI)

PLATE - ASTM A36 (Fy = 36 KSI)

ROOF DECK - ASTM A653, GRADE 50 (Fy = 50 KSI), GALVANIZED (G60) WITH FULL COAT OF POLYESTER

PAINT BAKED ON OVER AN EPOXY PRIMER.

STEEL OUTRIGGERS - ASTM A653 GR. CS (Fy = 25 KSI), GALVANIZED (G90) PER ASTM 924

STRUCTURAL BOLTS - ASTM A325

ANCHOR BOLTS - ASTM F1554 GR. 36; ASTM A36; OR ASTM A307 MATERIAL (Fy = 36 KSI)

3. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH LATEST ANSI / AWS D1.1

4. FIELD CONNECTIONS SHALL BE BOLTED CONNECTIONS UNLESS SPECIFIED ON DRAWING.

5. ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM A325 BOLTS. BOLTED JOINTS SHALL BE

TIGHTENED TO SNUG TIGHT PER LATEST RCSC SPECIFICATION.

6. STRUCTURAL STEEL SHALL BE SHOP COATED WITH A RED-OXIDE RUST INHIBITIVE PRIMER. FIELD

TOUCH-UP, FINISH PAINTING, AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNER

(UNLESS OTHERWISE SPECIFIED).

7. DESIGN LOADS PER 2018 CT BUILDING CODE (2015 IBC W/ CT AMENDMENTS) REQUIREMENTS:

RISK CATEGORY II

ROOF LIVE LOAD = 30 PSF

FLAT ROOF SNOW LOAD = 30 PSF

BASED ON GROUND SNOW LOAD= 30 PSF

WIND LOADS:

LATERAL = +/- 35 PSF (MWFRS)(USING 0.6 W FOR ASD)

UPLIFT = +/- 20 PSF (MWFRS)(USING 0.6 W FOR ASD)

BASED ON 135 MPH ULTIMATE WIND SPEED PER ASCE 7 EXPOSURE "B"

IMPORTANCE FACTOR = 1.0

SEISMIC LOADS:

OCCUPANCY CATEGORY II, SITE CLASS "D" ASSUMED

SEISMIC DESIGN CATEGORY "B"

Sds = 0.188G (Ss = 0.176, Fa = 1.6), Sd1 = 0.098G (S1 = 0.061, Fv = 2.4)

SEISMIC FORCE RESISTING SYSTEM IS NON-BLDG INVERTED PENDULUM - CANTILEVERED COLUMN, R = 2

Cs = 0.094, DESIGN BASE SHEAR = CsxW = 0.5 KIPS / COLUMN USING EQUIVALENT LATERAL FORCE

PROCEDURE

DEAD LOADS:

DECK / GUTTER / LIGHTS - 5 PSF

FASCIA - 15 PLF

STRUCTURAL STEEL - SELF WT

CONCRETE - 145 PCF

8. CANOPY USE GROUP M / CONSTRUCTION TYPE II-B

BOLT TABLE

MK.

QTY.

TYPE OF BOLT NO. OF LOCATIONS

A 4

3/4" DIA. X 2 1/2" BOLTS A-325

2

B 8

3/4" DIA. X 2 1/2" BOLTS A-325

3

C 4

3/4" DIA. X 2" BOLTS A-325

3

D 3

3/4" DIA. X 2" BOLTS A-325

3

E 2

3/4" DIA. X 2" BOLTS A-325

3

ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM A-325 BOLTS.

BOLTED JOINTS SHALL BE TIGHTENED TO SNUG TIGHT PER LATEST RCSC SPECIFICATION.

TURN MARK NUMBERS ON BEAMS THE SAME AS SHOWN ON PLAN

18GA.x2"x2" GALV. KNEE BRACE (#KB1) LOCATE

AT EACH PURLIN AND FASTEN TO NEAREST OUTRIGGER

18GA.x2"x2" GALV. KNEE BRACE (#KB1) LOCATE

AT 8'-0" O.C. AND FASTEB TO NEAREST OUTRIGGER

TOP OF PIER

ABOVE CONCRETE DRIVE

0

9/30/20

JKS

PERMIT / APPROVAL

REVISION HISTORY

REV DATE BY DESCRIPTION

EXTERIOR DOWNSPOUT SEE DETAIL GX/E1

(SEE FOUNDATION PLAN FOR DIRECTION)

INTERIOR PVC DOWNSPOUT

SEE DETAIL G11/CA2

DECK PANEL 20GA.x3"x16"

IRG WHITE EMBOSSED

LAWRENCE R. PILON, PE

51 MAPLEVIEW DR.

PENNELLVILLE, NY.

LICENSE #017661

8"

8"

TOP OF PIER

ABOVE

CONCRETE DRIVE

* ALL STRUCTURAL STEEL *

TO BE HOT DIP GALVANIZED

GUTTER

FASCIA

3"x4" OUTLET

3"x4" ELBOW

3"x4" DOWNSPOUT

COLUMN

DECK

DOWNSPOUT DETAIL

3"x4" ELBOW

36'-0"

36'-0"

1

1

2

"

DECK

PURLIN

FASCIA: ACM

COLOR: PROGRAM WHITE

FASCIA

2'-0" 32'-0" 2'-3"

36'-3"

12'-0"

4'-0"

16'-0"

3'-0"

10'-4"

2'-8"

CB1

W14x30

CB1

W14x30

PB2

W10x26

PB1

W10x26

COLUMN (TYP)

HSS-12"x12"x1/2"

PURLIN

2-1/2" x 18GA x 5'-0" CEE STUD

ATTACH AT FIRST / LAST 4 PANELS

EACH END OF CANOPY

(2) #14 x 7/8" LAPTEK

12" OC

3

16

"

PURLIN

PURLIN

CROSSBEAM

CROSSBEAM

3

4

" A-325 BOLTS & NUTS

(4 PER CONNECTION)

CROSSBEAM TO PURLIN CONNECTION

S21

PL-1/4"

STIFFENER

TYP

CA2

( ) PLACES

CROSSBEAM

3/4" A-325 BOLT & NUT

ANGLE 3x3x3/16"

PURLIN

1/4" STIFFENER

CROSSBEAM BRACE DETAIL

2

S45

3/16"

CA2

CROSSBEAM

CROSSBEAM1/4" STIFFENER

(NS / FS)

CAP PLATE

COLUMN

TYP

3

16

"

1

4

"

PL-

3

4

" A-325 BOLTS & NUTS

(8 PER CONNECTION)

3

8

" GUSSET

CROSSBEAM TO COLUMN CONNECTION

3/4" x 14" x 24"

S11

CA2

ANGLE 3x3x3/16"

PURLIN

3

4

" A-325 BOLTS & NUTS

ANGLE LATERAL BRACE

S31

CA2

#12 X 1-1/4" TEK 5 W/ WASHER

(3) PER DECK PAN AT PURLIN

S11

CA2

S21

CA2

S21

CA2

S45

CA2

SA7-a14

L-3"x3"x3/16"

LATERAL BRACE

(TYP 4 PLCS)

S31

CA2

SA7-a122

L-3"x3"x3/16"

LATERAL BRACE

(TYP 3 PLCS)

S31

CA2

S31

CA2

SA7-a147

L-3"x3"x3/16"

LATERAL BRACE

(TYP 2 PLCS)

S31

CA2

S31

CA2

6

"

1"

CANOPY INSTALLER TO FIELD

CUT & BEND TO FORM

OVERFLOW OPENING

CANOPY

GUTTER

CA2

FIELD CUT GUTTER OVERFLOW DETAIL

G3

G3

CA2

G3

CA2

10'-0"12'-0"10'-0"

36'-0"

3'-0"

CROSSBEAM

19'-9" TO

TO

P O

F PIER

19'-9"

GUTTER

7

1

2

"

5"

DECK

18GA BACKER

(FULL HEIGHT)

18GA ZEE x 35" LONG

AT 24" OC

GUTTER HANGER

18GA HAT CHANNEL

1-1/2" TALL x 24" LONG

(3) #10x3/4" TEKS PER CHANNEL

18GA

KNEE BRACE

AT 24" OC

ALL FASTENERS #10x3/4" TEKS AT 24"OC

UNLESS NOTED OTHERWISE

19'-9

7 8

"

3'-0"

SEE DOWNSPOUT DETAIL