HomeMy WebLinkAboutA3Ramp (2) RIDGE VENT
ASPHALT SHINGLES
12 12
�4 4�
RAIN GUTTER & FASCIA
TO MATCH PROFILE AND
MATERIAL OF ATTACHED
RESIDENCE
J
I
----------- --- ----
NEW ROOF SOFFIT
TO MATCH EXISTING z I --------------�= I I ------- — METAL ROOF SOFFIT
5 1/2» X 11 1/2»
LAMINATED BEAM EXISTING z o a x z
EXTERIOR WALL w
NORTH ELEVATION I I ; ; a
2 UTH ELEVATI N
A3 1/4" = 1'-0" A3 1/4" = 1'-0" 24" 5'-04 .
"
I
OVERHANG REMOVE EXIST. o
ALL SIDES ROOF OVERHANG H z
(AS NECESSARY)
oo TO ACCEPT NEW w w o
4 BEAMS AND H w
3 ROOF TRUSSES a H Q
�W4 w w
5 1/2" X 11 1/2"- o Q a � z Q
LAMINATED BEAM
0
I
12 LO
4 2 X 6 T&G
CLEAR CEDAR
BOARDS
(MITERED) -
/!TRUSSES
5 1/2" X 5 1/2" N o
WOOD COLUMN
IDE
5 1/2" X 11 1/2"
LAMINATED BEAM N �~
� o
w
• 6" ROUND LED FIXTURE ]
II II _
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17
I I I I I I I I I I I I o
I I REFLECTED 7� Px
I I I I I I I I I I I I S'-4QP� N
I I I I I I I I I I I I I I I I I I I I I I I I 6CE wmILING PLAN C� on
I I I I I I I I I I I I ,
L_ L__J L_J L_J L_J A3 1/4" = 1'—O" V
or- �
3 WEST ELEVATION °° x
A3 1/4" = 1'-0"
4'-6" 4'-6" 5-4"
ASPHALT SHINGLES TRUSS DESIGN 6 X 6
BY REGISTERED COLUMN
5/8" ORIENTED STRAND (AS NECESSARY) TO ACCEPT
2—LAYERS 15# FELT STRUCTURAL ENGINEER RIDGE VENT REMOVE EXIST. ROOF OVERHANG INSTALL H1 18-GAUGE GALVANIZED HURRICANE TIES '>< ________ >< __________ ___________ ><
BOARD SHEATHING 12 NEW BEAMS & ROOF TRUSSES (SIMPSON STRONG-TIE) FOR EACH ROOF TRUSS MEMBER
4 LED STRIP
STAI
R
LIGHTING
. � TREAD
TRUSS BEARING �'�OR SN�E`�
TO MATCH EXIST. & wP�E EXISTING TRUSS
(VERIFY) E
�C O
EL. 108.094
I W �
U w
BEAM BEARING I 11 11 II faL ��—TI _
EL. 107.136 � � � ll �__ _ NEW TRUSS TO BEAR AT SAME
MATCH FASCIA =__= 1/2" CEDAR PLYWOOD ELEVATION AS EXISTING TRUSS BEARING
BEAM HANGER (BEYOND)
I
PROFILE AND TO MATCH LAM. BEAM NEW (2) 2 X 4 PLATES 2X6 CLEAR CEDAR BOARDS Q
FINISHES TO 5 1/2" X 11 1/2" SECURE
TO BOTTOM CHORD
EXISTING BLDG. LAMINATED BEAM CLEAR "CED R BDS. OPEN WALL AND INSTALL OF ROOF TRUSSES P—{
(SEE DET. 5/A3) FOUR (4) 2 X 4 STUDS SEE REFLECTED PLAN 6/A3) ,� W
CONTINUOUS (SEE REFLECTED PLAN) BENEATH NEW 5 1/2" X 11 1/2" ( r4)
SOFFIT VENT W
5 1/2 X 5 1/2 BEAM. SUPPORT EXISTING I �
00 00 METAL SOFFIT WOOD COLUMN (BEYOND) 5 1/2" X 11 1/2" TRUSSES DURING INSTALLATION. USP HEAVY COLUMN CAP
LAMINATED BEAM MODEL NO. KCC66
� LL TO MATCH ELEVATION RESTORE WALL TO EXISTING
AND PROFILE OF SEE RAILING DETAIL 8/A2 (BEYOND) MATERIALS AND CONDITIONS OR AS DESIGNED BY LAMINATED BEAM 2 x 6 Q
TOP RAIL
LJ EXIST. BLDG. SOFFIT. SUPPLIER (VERIFY W/ARCHITECT) 6 x 6 W
i� I I WOOD POST W
1/2" 1/2"
I I
2— 5/8" BOLTS � -________ LAMINATED
BEAMS _ 1/4"CABLE �' Q
SECURE END POST SOLIDLY SECURE TO COLUMN I
TO FLOOR JOISTS & LEDGER <--5 1/2" X 5 1/2" I ICABLE
NTERMEDIATE rx
TOP OF WOOD COLUMN LO SUPPORT
1 12"FINISHED DECK TO EXISTING FINISH FLOOR TO STEEL HDAIND
TO MATCH EXIST. A.
MATCH FINISHED ELEVATION I - 1
RAIL w
FLOOR ELEVATION OF NEW DECK BOARDS
I I H
EL. 100.00 BEAM /COLUMN DETAIL LED STRIP LIGHTING
co � TT
UNDER 2X6 TOP RAIL I
2 X 10 FASCIA 2 X 8 JOISTS 15 C. I 5 2 x 6
� FINISHED 2" X 8" FASCIA A3 1" = 1'-0" DECKING
GRADE _ _ I SECURE NEW 2 X 10 z
EL. 98.33 LEDGER TO vpLEDGER WITH 1/2'EXISTIN DIA. LAG SCREWS. < 5
�'.•. ;;:: ,;:.; ;,:: : FINISHED GRADE LAG SCREWS STAGGERED IN TWO ROWS. 4'-6" 4'-6"
(SLOPE AWAY FROM FDN.) NEW LEDGER TO BE LOWERED
'' ' r� r: .:• } DEPTH OF NEW DECKING TO 9,_O»
12" DIAMETER BE FLUSH WITH EXIST. FINISHED
CONCRETE POST FLOOR. PROVIDE LEDGER FLASHING. z
ro FOOTING BEYOND INSTALL GALV. JOIST HANGERS TO NEW
• ' LEDGER.
BOT. OF ;:,..,•.:� :.;:� ...;
FOOTING
EL. 94.83 '
,,f•.s..�• DRA�UN CHECKED
RAMP RWF RWF
DATE PROJECT NO.
1'-O" 1'-0" 7 LIGHTING PLAN 12-15-2022
4 BUILDING SECTION •
A3 1/2" = 1—0" A3
3 OF 3 SHEETS