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Y."0x2Y." LAG SCREW
(1) WITHIN 3" OF EE
a 14' FLASHING (CUNT.) i
(—TUCK UNDER SHINGLED
@ LEAST 6'
0) b14xY2' SMS W/ INTEGRAL 3/4' 0 �< MAX.
WASHER AND NEOPRENE GASKET
PER 12' WIDE PANEL, E0. SPACED (TYP.)
(RISER PANS)
(OR) SEALANT
�
II SMS W/ INTEGRAL 3'q'0
WASHER AND NEOPRENE GASKET
@ 12' D.C. TOP & BOTTOM,
(COMPOSITE ROOF)
O 0-0-08O
O_O�O�O_O
3'x0.032 <2 LB EPS)�
COMPOSITE PANEL
MAX. SPAN 14'-0'
(OR) CUR)
3x0.032 RISER PANS
MAX. SPAN 14'-0'
<5) @14XYa' SMS W/ INTEGRAL 9�' 0 O
WASHER AND NEOPRENE GASKET
PER l2' WIDE PANEL, EO. SPACED (TYP.)(RISER PANS)
(OR)
4140P' S.M.S. W/INTEGRAL �e0 WASHER AND
NEOPRENE GASKET@ 12' D.C, TOP & BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE N14x4' S.M.S. W/lYa 0 FENDER
WASHER AND NEOPRENE GASKET @ 12' O.C.
(COMPOSITE ROOF)
SLOPE
000
SECURE FASCIA TO EACH RAFTER TAIL
W/ (I) WO x 4' LONG PAN HEAD LAG
BEFORE ATTACHING RECEIVING CHANNE
EXTRUDED OR BRAKE -FORMED ROOF HEo
OR RECEIVING CHANNEL <0.044' MIN. TI
WITH MIN, IW BEARING LEG.
(1) X.O x 2' LAG SCREW @ 24. O.C.
ENTIRE LENGTH OF RECEIWNG CHANNEL
/ SOFFIT
Y' 0 x 2$' LONG WOOD LAG SCREW OR
' 0 x 2Y<' LONG MASONRY ANCHORS
@ 24' D.L. MAX.
HOST STRUCTURE
(MASONRY OR WOO➢)
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN, IY4' BEARING LEG.
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
BEAM SUPPORT
COLUMN/POST
2x2x1/8" x 2" LG. ANGLE
W/ (4) #140/4" S.M.S
(EACH SIDE)
COLUMN TO CONCRETE/MASONRY
CONNECTION DETAIL
— ;6" ANGLE. EACH S10E (TYP.)
Ya"O CONCRETE ANCHOR
`W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYR)
1"x2" O.B. SOLE PLATE
a.
Ya"0x2Y4" CONCRETE
SCREW ANCHOR ® 24" O.C.
AND 9" FROM POST (TYP.)
COLUMN/POST
ix2 O.B. SOLE PLATE
EDGE OF CONCRETE V <TYP,)
PLAN VIEW
NOTE:
FOR BLOCK FRAMED
#14x21k' CONCRETE
® 18" O.C., 1 WITH
OF EDGES (TYP.)
TYPICAL SCI
cc
SEE PLAN FOR SIZE
Ix O.B. FASTENED TO CORNER
SECTION WITH #14xlh' S.M.S.®
24" O.C.
2x24" ANGLE 2" LONG (FAGH SIDE)
W/(2) g14x%" S.M.S. TO POST
& 3 8"0 H.D. GALV. EXP. BOLT
W/ 2 1/2" MIN. EMBEDMENT
CORNER POST /COLU
CONNECTIC
1.14" BY 3" LONG
ANGLE, EACH SIDE (TYP.)
(4) #14x1@" S.M.S..
2 SCREWS
EACH LEG (TYR)
CHAIR RA
CONNE
General Notes and
1. Contractor shall field
consideration.
2. Concrete shall be minir
Reinforcing steel shall
3. All dimensions are pro
4. The following structun
contractor shall verify
there is a question ab
structure capacity.
5. Screen density shall b
6. Unless otherwise notes
7. Connections using scre
8. Unless otherwise show
C-102
S-re%
tt 10
012
#14 11/
9. Structure has been de
is 150 mph 0-sec gust
2014 FBC reduced by 0
10. Concrete anchors may
or approved equal.
11. Aluminum roof pans sh
or 3105-1-125.
MAPOFBOU1A'DARY ;URVE17 PREP.hEEDFORBEN,ANINALF0i11c,'O —"
PALOMAR STREET
A
(70' R/W)
ASPHALT ROADWAYT.
FIR 5/8" N
(NO ID)
LOT 19
BLOCK 9
CULYERTR
'00,00" W T
#7401
ONE STORY FRAME
RESIDENCE
$FAIRING BASIS
N 90'00'00' W 227.00' FIP 1/2"
>' 1/2" (NO ID).w�u�IFIP
(NO ID)
N NE CORNER OF BLOCK 9 AERIAL PHOTOGRAPH
LOT 1 Fl I LOT 17
BLOCK I BLOCK.9
N
Li
r
O N S_
0
F.
O
O
m
O
O
O
O
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I MiN SETBACKREO.w
SIDECS 7.s
— ----- ----
3CNri ms'_�u_._.
FIR 5/8"
10' P.U.& .E.
FIP
(NO
1/2"
ID) 1 REAR,
. - S 89-52'40" E ..75.00'
LOT 12 LOT 13
LOTi-
BLOCK 9 BLOCK 9
BLOCIII
GRAFHIC 5CALE
BEARING BASIS: BEARINGS ARE BASED UPON THE PLAT BEARING
O' I 60'
FOR THE SOUTH RIGHT OF WAYLINE PALOMAR STREET.
PROPERTYAPPEARS TOB NCW SHOWNA B PfAUi'l�l9M
ALL BEAEMGSAND O(S BEN R MDBY bWUC -IM79S SURED.
] J ['�
BASER ORS
P.U.&D.E.
PROFESSIONAL SURVEYING AND MAPPING
WWW. BASEPOINTSURVEYORS. COM
P.O. BOX 691152, Vero Beach, FL 32969
!OE H - 15030Td
�„�E-,••_ Ao•
FIELD DATE - 0912212015
DRAWNEY.M..w.s
RL•VlSION-
�� ..�t.°«� ^°•^..^.^
Phone (888) 220-6805
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Fax (885) 219-5273