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revisions:

A301

03/10/11date:proj. no.:

Deck Sections& Details

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ETR

2'-0" 9'-6" 2'-0"13'-6"

5'-0

"2'

-0"

6'-4

" V.I.

F

9'-3" V.I.F

1'-0"1'-0"

14'-0

"2'

-0"

16'-0

"

40kwGENERATOR

7" HIGH RAISED ABOVEGROUND LEVEL, 5" MINCONCRETE SLAB WITH12" MIN BELOW GRADETURNED DOWN EDGES

ON 12" CRUSHED GRAVEL& REINFORCING AS

REQUIRED TO SUPPORTGENERATOR. CO-

ORDINATE EDGE/SLABDEPTHS WITH ARCHITECT

& ENGINEERSTRUCTURAL NOTE:"The two post footings

should be Bigfoot SystemsBF 36. These can accept18" diameter sonotubes.The sonotubes should

have four #4 vertical barsfor reinforcement. Columnbaseplates should be 5/8"x 11" square with holes for

four 5/8"ø anchor rodsembedded 10" into

concrete."

VERIFY SLABDIMENSIONS ONCE

GENERATOR ISSELECTED

CA301

CA301

AA301

BA301

13'-6"

16'-0

"

AA301

BA301

DECK

EXISTING OPENING TO BE MODIFIED FORNEW DOOR. PROVIDE & INSTALL ADACOMPLIANT SILL, THRESHOLD & GASKETSFOR NEW DOOR TO ENSURE DOOR ISWATERPROOF.

PRESSURE TREATED SOUTHERN YELLOWPINE DENSE SELECT GRADE, 3 1/2" x 6"RECTANGULAR STRUCTURAL DECKINGSUPPORTED ON SLEEPERS. DECKING TOBE NAIL SPACED GAPS BETWEEN BOARDS.

D127A

EXISTING WINDOW TO BE REMOVED& OPENING MODIFIED FOR NEW

ALUMINUM EXTERIOR DOOR WITHSIDELITE & TRANSOM AS SHOWN.

PROVIDE ADA COMPLIANTEXTERIOR THRESHOLD &

WEATHERSTRIPPING

NEW 40KWGENERATOR ON

RAISED SLAB

EXISTINGTRANSFORMER

TO REMAIN

14'-0" 2'-0"

2'-0

"

1'-6"

STRUCTURAL NOTE:"The two beams perpendicular to thebuilding wall should be cantilevered overthe columns. Beam to columnconnections should be made with 1/2"cap plates, four 3/4"ø bolts and 3/8" webstiffeners centered on the column. Connections to the wall should be madewith 1/2" anchor plates and 3/8" x 4" x 6"shear plates. Anchor plates should beattached to the wall with six 5/8"ø rodsembedded 10" with the Hilti HIT HY 20adhesive system. Shear plates should bewelded to the anchor plates with twovertical 3/16" x 6" welds. Beams shouldbe attached to shear plates with two3/4"ø bolts."

STRUCTURAL NOTE:"The two post footings should be BigfootSystems BF 36. These can accept 18"diameter sonotubes. The sonotubesshould have four #4 vertical bars forreinforcement. Column baseplatesshould be 5/8" x 11" square with holes forfour 5/8"ø anchor rods embedded 10"into concrete."

DA301

9'-6"

2'-0" 2'-0"

2'-0

"

STRUCTURAL NOTES:"Deck beams should be W8x18's. Columns should be HSS5x5x1/4's."

"The short, non-structural W8x18outriggers should be shop connectedto W8x18 beams that bear on top ofcolumns with 1/4" partial penetrationwelds for the full width of top andbottom flanges."

"The beam spanning betweencolumns should have braces at eachend approximately 2'–0" down andaway from beam and columncenterlines. Braces should be capableof supporting a 6.0 kips axial force."

2'-0" HIGH CONCRETEPLYNTH, 18" DIA

AP

PR

OX

13'

-6" (

V.I.F

)

3"3

1/2"

3'-6

"

4"3/

4"

3 1/2"

1/2"

2"

1"

PRESSURE TREATED SOUTHERN YELLOW PINE WOODTOP RAIL. REBATE 1/2" FOR PLACEMENT OVER METAILTOP RAIL. TOP TO BE SLOPED, ALL EDGES EASED,FINISH BY ARCHITECT

METAL GUARDRAIL TO BE HOT DIPPED GALVANIZED ANDPAINTED BLACK. TOP & BOTTOM RAILS TO BE 2"W x3/4"H. POSTS TO BE 2" SQUARE & BALLISTERS TO BE 1"SQUARE.

PRESSURE TREATED SOUTHERN YELLOW PINE DENSESELECT GRADE, 3 1/2" x 6" RECTANGULAR STRUCTURALDECKING SUPPORTED ON SLEEPERS. DECKING TO BENAIL SPACED GAPS BETWEEN BOARDS. CO-ORDINATEATTACHEMENT OF DECKING TO SLEEPER WITHENGINEER

3/8" GALVINIZED, PTD STEEL PLATES MIN 2 MEMBERWIDTHS IN LENGTH (12" MIN), EITHER SIDE OF WOODDECKING FOR STEEL POST SUPPORT. THREAD TO BEWELDED TO UNDERSIDE OF TOP PLATE, AND BOLTEDFROM UNDERNEATH.

PRESSURE TREATED SOUTHERN YELLOW PINE3"x6" (FINISHED DIMENSIONS) SLEEPERS, FASTENED TOTOP OF STEEL BEAM. SLEEPER TO BE BOLTED FROMUNDERSIDE. NUT TO BE COUNTERSUNK INTO TOP OFWOOD SLEEPER & EXPOSED HEAD TO BE BUTTON HEADON BEAM SIDE. ALL FASTENERS TO BE STAINLESSSTEEL

W BEAM PER STRUCTURAL NOTES, GALVANIZED &PAINTED, COLOR BY ARCHITECT

BEAM BEYOND TO SUPPORT PERIMETER HSS BEAM. ALLCANTILEVERED BEAM ENDS TO BE TRIMMED & ENDPLATE ADDED PER DRAWINGS

SCALE: 1/4" = 1'-0"Basement/Foundation

SCALE: 1/4" = 1'-0"Partial Enlarged Floor Plan

SCALE: 1/4" = 1'-0"A West Deck Elevation

SCALE: 1/4" = 1'-0"B Deck Elevation

SCALE: 3/16" = 1'-0"Deck 3D View 1

SCALE: 3/16" = 1'-0"Deck 3D View 2

SCALE: 1/4" = 1'-0"C Typical Deck Section

SCALE: 1" = 1'-0"D Typical Deck Edge Detail

03/21/11

ALL STRUCTURAL STEEL & STEEL GUARDRAILS/PLATESARE TO BE HOT DIP GALVINIZED. ALL AREAS OF

EXPOSED METAL ARE TO BE TOUCHED-UP IN FIELD WITHZINC -RICH PRIMER . ALL STEEL IS TO BE PAINTED, COLOR

TO BE BLACK