HomeMy WebLinkAboutFinal portico Review 7529 Able street RIDGE VENT
ASPHALT SHINGLES
12 12 4� APPROVED
RAIN GUTTER & FASCIA JensenD02/22/2023
TO MATCH PROFILE AND >
MATERIAL OF ATTACHED
RESIDENCE
SEPARATE PERMITS FOR: ELECT, PLUMB. MECH.
J
I
----------- --- ----
NEW ROOF SOFFIT
TO MATCH EXISTING z
I
--------------------- - METAL ROOF SOFFIT
I .. L., ...,I .:.
5 1/2„ X 11 1/2„
LAMINATED BEAM EXISTING z o a x z
EXTERIOR WALL w
NORTH ELEVATION I I a
Li J2 UTH ELEVATI N x
24" 5'-0" FgHw � w
A3 1/4 = 1 —0 A3 1/4 = 1 —0 I �zH
OVERHANG REMOVE EXIST.
ALL SIDES ROOF OVERHANG H z
(AS NECESSARY)
TO ACCEPT NEW w w o
BEAMS AND H a w
3 OF TRUSSES a H Q
5 1/2" X 11 1/2" o Q a z Q
LAMINATED BEAM
0
I
12 �
4 2 X 6 T&G
CLEAR CEDAR
�
BOARDS
(MITERED) -
EXISTING �j c� �
a 5 1/2" X 5 1/2" TRUSSES N o
WOOD COLUMN
9k
0
1 -T
1 1/2"
LAMINATED BEAM N �~
� o
w
_ _______ • 6" ROUND LED FIXTURE ]
II II _
I I I I I I I I I I I I o
I I REFLECTED
II II II II II II II II II II II II 6CEILING PLAN woC�
L_J L_J L_J A3 1/4" = V-0" V w
q r- �
3 WEST ELEVATION °° x
A3 1/4" = V-0"
4'-6" J# 4'-6" 5'-4"
ASPHALT SHINGLES TRUSS DESIGN 6 X 6
COLUMN
(AS NECESSARY) TO ACCEPT
2—LAYERS 15# FELT BY REGISTERED RIDGE VENT REMOVE EXIST. ROOF OVERHANG
5/8" ORIENTED STRAND STRUCTURAL ENGINEER INSTALL H1 18—GAUGE GALVANIZED HURRICANE TIES -
BOARD SHEATHING 12 NEW BEAMS & ROOF TRUSSES (SIMPSON STRONG—TIE) FOR EACH ROOF TRUSS MEMBER
LED STRIP LIGHTING
4 UNDER STAIR
. � TREAD
TRUSS BEARING �'�OR SN�E0
TO MATCH EXIST. & wP�E EXISTING TRUSS
(VERIFY) E
�C O
EL. 108.094CN
U w
BEAM BEARING I II II II faL _
EL. 107.136 n n 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
FINISHES TO 5 1/2" X 11 1/2"
SECURE TO BOTTOM CHORD
EXISTING BLDG. LAMINATED BEAM CLEAR "CEDAR 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" (
SOFFIT VENT „ W
1/2 X 5 1/2 BEAM. SUPPORT EXISTING I �
00 00 METAL SOFFIT OD COLUMN (BEYOND) 5 1/2" X 11 1/2" TRUSSES DURING INSTALLATION. USP HEAVY COLUMN CAP in I I
LAMINATED BEAM MODEL NO. KCC66
� LL TO MATCH ELEVATION RESTORE WALL TO EXISTING
AND PROFILE OF SE RAILING DETAIL 8 OR AS DESIGNED BY LAMINATED BEAM 2 x 6 Q
TOP RAIL
/A2 (BEYOND) MATERIALS AND CONDITIONS
> EXIST. BLDG. SOFFIT. SUPPLIER (VERIFY W/ARCHITECT) >< >< x 6 x 600
W
i� I I WOOD POST � W
„ I » I I
2- 5 8" BOLTS M� LAMINATED BEAMS 1/4"CABLE Q
SECURE END POST SOLIDLY I INTERMEDIATE
TO FLOOR JOISTS & LEDGER <--5 1/2" X 5 1/2" CABLE
WOOD COLUMN SUPPORT
TOP OF
FINISHED DECK TO EXISTING FINISH FLOOR TO STEEL HDAIND
>: X
TO MATCH EXIST. eOMPOSITE MATCH FINISHED ELEVATION -
FLOOR ELEVATION OF NEW DECK BOARDS I RAIL w
I I H
EL. 100.00
5 BEAM /COLUMN DETAIL LED STRIP LIGHTING
� I UNDER 2X6 TOP RAIL I
2 X 10 FASCIAT 2 X 8PISTS�@ 15 C. I 2 x 6
FINISHED A3 1" = 1'-0" DECKING
GRADE 2 X 8 FASCIA _ _ I SECURE NEW 2 X 10 z
EL. 98.33 LEDGER TO EXISTING " --------- ----- --- " --------- ------
LEDGER WITH 1/2" DIA. LAG SCREWS.
�'.•. ;;:: ,;:.; ;•:: : FINISHED GRADE LAG SCREWS STAGGERED IN TWO ROWS. 4'-6" 4'-6"
(SLOPE AWAY FROM FDN.) NEW LEDGER TO BE LOWERED
DEPTH OF NEW DECKING TO
BE FLUSH WITH EXIST. FINISHED Provide approved metal connectors at footing/post, joist and post/truss 9'-0"
..' 12" DIAMETER—).,.... .,.'.,' connections.
CONCRETE POST FLOOR. PROVIDE LEDGER FLASHING. z
FOOTING BEYOND INSTALL GALV. JOIST HANGERS TO NEW
• ' -� LEDGER.
BOT. OF
FOOTING
EL. 94.83 r7R'W7F
N CHTW
D
R
RAMP DATE PROJECT NO.
1'-o" 1'-0" 7 LIGHTING PLAN 12-15-2022
4 BUILDING SECTION •
A3 1/2" = 1—0" A 3
3 OF 3 SHEETS