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BUILDING CODES: ENGINEERING NOTES: NOTE:
ALL CONSTRUCTION SHALL COMPLY WITH THE -DESIGNED IN ACCORDANCE WITH ASCE 1-05 AND THESE DRAWINGS ARE TO BE USED ONLY AS AN
REQUIREMENTS OF ANY AND ALL APPLICABLE STATE, 2010 RESIDENTIAL CODE OF NEW YORK STATE ARCHITECTURAL GUIDE FOR THE CONSTRUCTION OF
COUNTY AND LOCAL BUILDING CODES OR REGULATIONS -ALL WOOD TO BE SP 112 OR SPF 112 OR AS NOTED THIS PROJECT. THERE HAS NOT BEEN ANY
INCLUDING BUT NOT LIMITED TO THE FOLLOWING: -ALL SHEATHING TO BE 15" EXT. GRADE MECHANICAL, ELECTRICAL OR SITE ENGINEERING
-2010 RESIDENTIAL CODE OF NEW YORK STATE AND/OR -RAFTERS SHALL BE NAILED TO TOP PLATES WITH PERFORMED FOR THIS PROJECT. IT SHALL BE THE
AS AMENDED OR ADOPTED BY LOCAL MUNICIPAL (3) IOd TOE NAILS (MIN.) RESPONSIBILITY OF OTHERS TO OBTAIN DESIGN DATA
AUTHORITY -ROOF SHEATHING SHALL BE SECURED WITH (4) &d NAILS FROM A LICENSED ENGINEER FOR THESE SYSTEMS,
PER FOOT OF LENGTH AT ALL PANEL EDGES, (3) &d ENGINEERING SHALL CONFORM WITH ALL APPLICABLE
NAILS PER FOOT AT ALL OTHER LOCATIONS.
LOCAL AND/OR STATE BUILDING CODES AND REGULATIONS.
-MAX. DESIGN WIND SPEED IS 120 MPH
USP MSTA30 STRAP- -ASSUMED WIND LOAD EXPOSURE CATEGORY C
ATTACH EVENLY ACROSS OUTSIDE 14'-0" -MAX. DESIGN GROUND SNOW LOAD IS 20 PSF, ASSUMING
FACE of TOP PLATE w/(22)IOd NAILS EXPOSURE C PARTIALLY SHELTERED CONDITIONS,
(TYPICAL AT FOUR CORNERS)
UNHEATED, AND le•I.O
8x8 P.T. LAMINATED POST -SEISMIC CATEGORY . B
w/VINYL SLEEVE(TYP.) -- -- -- -- -- -- -- -- -- --
I 1
I 1
(2)2x10 HEADER w/ I I
PLYWOOD BETWEEN- I ,
ATTACH TO POSTS w/ I I
USP SUH410 HANGER
1
I
I 1 ® CUPOLA(OPTIONAL)
2x8 t 2x4 TOP PLATES I I
(SEE SECTION) , I
1 I
2x8 RAFTERS•Ib"O.0- 12 12
DOUBLE RAFTERS AT RIDGES 1 1 5.625 5.625
1 1
I ASPHALT SHINGLES
I I
I
1
1 Q
(2)2x10 RIDGE BEAM
w/PLYWOOD BETWEEN DECORATIVE
OOF BRACE
SLOP LOP
ASPHALT SHINGLES
aL a 8x8 P.T. LAMINATED POST
Ow/VINYL SLEEVE
P05T BELOW
I
14'-0"
ROOF FRAMING PLAN ELEVATION
UNAUTHORIZED REVISIONS VOID THIS DOCUMENT
SEAL
- _ J
vl—:.
PLOT DATE October 21,2014
Lij
ROBERT R. DESMARAIS, JR., PE slim; 141x181 VINYL PAVILION
LONG ISLAND POOL 4 PATIO NARDO RESIDENCE
.-of N STRUCTURAL ENGINEERING 543 MIDDLE COUNTRY ROAD410 MOOSE TRAIL DATE 10/2'1/14 SCALE 1/4" - I'—O" U.N.O
313 W. LIBERTY ST., SUITE 101
LANCASTER, PA 11603 pORAM, NY 11121 613—98-4100 CUTCNOGUE, NY 11935 REVISIONS P.N. 01 - 01
No.084398 TOWN OF SOUTHOLD SHEET NO. I OF 2
NEW YORK LICENSE
� NE
I
(2)2x10 RIDGE BEAM
00)asw/PLYWOOD BETWEEN
STRUCTURAL
x ,TURALL WOOD SCREW IT�"
CENTER OF POSTS DIMENSIONS i
STASPHALT SHINGLES
0 0 15"OSB EXTERIOR GRADE ROOF SHEATHING
0 0 0 0 p 2.8 RAFTERS• 16" O.G.- 12 12
0 0 o DOUBLE RAFTERS AT RIDGES 2x8 RAFTERS 16" O.C.-
5.625 5.625
DOUBLE RAFTERS AT RIDGES
T 5 ij 2x8 t 2x4 TOP PLATES HURRICANE
E IE USP EACH
5/8"x3us"BOARD HURRICANE TIE AT EACH RAFTER
FRONT VIEW SIDE VIEW INYL CEILING 2x8 t 2x4 TOP PLATE-ATTACHED TO HEADER
31i"PVC FASCIA w/3"SCREWS s 12"O.C.. PLATES ARE FASTENED
TOGETHER w/I".1"STAPLES o 3"O.C. t 010x3'SCREWS
(2)15" x 6"WEDGE ANCHOR 5/8"x9lQ"PVC gOFFiT USP MSTA30 STRAP-
It"VINYL CLADDING ATTACH EVENLY ACROSS( OUTSIDE
FACE OF TOP PLATETE w/(22)IOd NAILS
AROUND HEADER 4x4 WOOD (TYPICAL AT FOUR CORNERS)
10 (2)2x10 HEADER w/ BRACE ITYP.J i
PLYWOOD BETWEEN- 1 (2)3/8"x 12" GRK RSS SCREW
ATTACH TO POSTS w/ 4
USP SUH410 HANGER THROUGH POST INTO HEADER
� (4 TOTAL PER CORNER POST)
TOP VIEW 8x8 P.T.LAMINATED POST NOTE: 115"x 2" GROOVE CUT O 4x4 WOOD
w/VINYL SLEEVE INTO EACH POST FOR
r BRACE (2)2x10 HEADER w/
1/8" POWDER-COATED STEEL OPTIONAL CONDUIT,ETC. a PLYWOOD BETWEEN
1/8"POWDER-GOATED STEEL a USP SU14410 HANGER(TYP.)
CKET TO ATTACH POST
L-BRACKET DETAIL TO CONCRETE,USE 4 BRACKETS Q
AT EACH POST(SEE DETAIL) 8x8 P.T.LAMINATED POST
w/VINYL SLEEVE
SCALE: 1/2" •V-O"
rbi
111
I6"DIA, CONCRETE _ ••�; ,�. O
(3500PSI)FOOTING Z
UNAUTHORIZED REVISIONS VOID THIS DOCUMENT •A% NOTE:FOUNDATIONS HAVE BEEN DESIGNED Q
y�,• L
AT EACH POST LOCATION ,. FOR 3000 PSF BEARING CAPACITY �•�►. 4
SEAL •
Q Q O
•.��'(•} � 14,-0"
' ;\ SECTION TNRU
PLOT DATE October 2-1,2014
��' 4••g � SITE:
ROBERT R. DESMARAIS, JR., PE 14 x18 VINYL PAVILION
LONG ISLAND POOL t PATIO NARDO RESIDENCE
STRUCTURAL ENGINEERING DATE 10/27/14 SCALE 1/4" i V-O" U.N.O.
,.. 543 MIDDLE COUNTRY ROAD
j. 4393 410 MOOSE TRAIL
+� 313 W. LIBERTY ST., SUITE 101 CORAM, NY 11721 CUTCHOGUE, NY 11935 REVISIONS P.N. 07 - 01
X ' LANCASTER, PA 11603 PH: 613-6SS-4100 TOWN OF SOUTNOLD SI-IFFY NO. 2 OF 2
NEW YORK LICENSE No.084398