1975 Brista De Mar 2014 Pavillion it
Jill
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FIBERGLASS
41:
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11-611
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7:
LEVEL2
91
LEVEL 2
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91_10;1
i7
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t NOTCH POST 3 FOR EXTEND LVL 3" BEYOND
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OPEN
OPEN
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P.T.6 X 6 POSTS WITH 7
I X CYPRESS TRIM
FINISHED GRADE
LEVEL I
LEVEL I
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lid i4 B.0,Footing
I B.O.Footing
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L L: L
L L
j j FRONT & REAR ELEVATION
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SCALE: 1/4" 1'-0"
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SIDE ELEVATION
P.T.6 X 6
POST WITH cm
SCALE: 1/4"=P
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20"DIAMETER CONCRETE
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BACKFILL-SEE TYPICAL
16f-411
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WALL SECTION
-10 1/2"
LA"j
15'
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STRUCTURAL NOTEY.
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- - - - - - - - - - - - - - - - - -
"!d"" 1. THIS STRUCTURE IS DESIGNED FOR 125 M.P.H.NOMINAL
t 3 SECOND GUST WIND LOAD ACCORDING TO THE REQUIREMENTS
it 2010 EDITION&
OF SECTION 1609-FLORIDA BUILDING CODE
<)
ASCE 7-2010.
BUILDING TYPE 11
WIND IMPORTANCE FACTOR 1.0
"C"-OPEN BUILDING
WIND EXPOSURE CATEGORY
15'-0"
MEAN HEIGHT OF ROOF
ORST CASE PRESSURE: +20.5,-30.3PSF
ZONE 1 W
00
-50 PSF LIMIT OF PAVERS
ZONE 2 WORST CASE PRESSURE: +20.5, c
NO DOORS -NO WINDOWS PROPOSED SEE LANDSCAPE �'d W
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BUILDING IS LOCATED IN WIND BORNE DEBRIS AREA PLAN
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2. MATERIAL STRESSES SHALL BE MINIMUM:
44
SAWN TIMBER: (NO.2 SYP) Fb >1,200 P.S.I. 0 )
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BEAMS:
t Fb > 2,700 P.S.I.
LVL
CONCRETE: Fb>3,000 P.S.I.
LIMIT OF ROOF ABOVE
3. ALL STEEL PLATE CONNECTORS NOTED SHALL BE SIMPSON
STRONG TIE UNLESS OTHERWISE NOTED. ALL NAILS SHALL
BE COMMON UNLESS OTHERWISE NOTED.
FLOORUFOUNDATION PLAN
. .............
SCALE: 1/4" F-0"
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HEADER SCHEDULE
FIBERGLAS SHINGLE ROOFING DESIGN
(LOAD)
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RESISTANCE
LBS.
10 1
TO MATCH EXISTING OVER SEALED
MARK HEADER SIZE ANCHORAGE* UTLIFT-LBS.
UNDERLAYMENT OVER 5/8"CDX PLYWOOD
ROOF SHEATHING ON ENGINEERED WOOD HUC26-2 HANGER
j 1,245 (708)
H-1 DOUBLE P.T.2
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12
x to
A
J : h WITH 12-10d NAILS
v TRUSSES 24" ON CENTER
4 T"
VL TWO 5/8"DIAMETI
1,792 960
j P.S i. HDG BOLTS
EACH TRUSS SECURED WITH I
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SIMPSON H-1 CLIP WITH TEN
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k 1 STRAPS SHOWN ARE SIMPSON STRONG-TIE
lX
8d NAILS&585 LB.RESISTANCE
IN,
250#DESIGN UPLIFT
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.050 ALUMINUM EAVE DRIP WITH
1.5"FACE&4"FLANGE SECURED
ROOFING NAILS
WITH 1.25"GALV
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VAULTED T&G 4"ON CENTER
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WOOD CEILING
(D
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ALUM,FASCIA OVER P.T.
2 X 6 SUBFASCIA-CONTINUOUS
Region 2
N ll 4K VENTILATED VINYL SOFFIT ROOF SHEATHING FASTENING SCHEDULE
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WITH I X 4 FRIEZE
ji� , 11 -,
NOTE: NAILS USED FOR FASTENING SHALL BE 8d THREADED
it 5� 3.5"X 9.25"LVL HEADER
C6�
SECURED TO POST BEYOND HARDENED RING SHANK STEEL.135"0 X 2.5"LONG NAILS
WITH TWO 5/8"DIAMETER (ZONES 2&3 INCLUDE OVERHANGS)
4' g�OH
LVL HEADER SHALL BE PROTECTED
HDG BOLTS WITH 1,792 LB.
3'!i�
Eave End Z
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RESISTANCE-960H DESIGN WITH 1/2" OSB SHEATHING OR
WRAPPED WITH NO. 15 FELTS
UPLIFT EXTEN
D PAST POST
::t[ 1 1 Roof Fastening Zones
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3"FOR H-1 BEARING
Nails Panel Location
P� 'i c
Nail Spacing(Inches On Center)
A I,
l! it 8d Panel Edges 6
High Wind Uplift
ane le
9
R an
ROOF TRUSSES 24"0
IP ROOF
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P.T.6 X 6 BEYOND WIT
CENTER SECURED WITH
I X CYPRESS TRIM -1 TIE&TEN
SIMPSON H
flT
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t 8d NAILS WITH 585 LB.
RESISTANCE
V 1�; 3009 DESIGN UPLIFT
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g PAVERS OVER
t l CRUSHED CONCRETE BASE FINISHED GRADE
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H-2
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MINIMUM 20"DIAMETER X 36"
DEEP CONCRETE BACKFILL
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AT P.T.6 X 6 POST BEYOND --!L
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11 U 04 "
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C)
MINIMUM SIXTEEN 16d RING SHANK 05
INTO P.T.6 X 6 POST BEYOND
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WITH 2,464 LB.RESISTANCE
2,160#DESIGN LOAD
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'if 16-10"
H"
t EXTERIOR FACE OF HEADER
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TYPICAL SECTION ROOF FRAMING PLAN
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-011 SCALE: 1/4" F-0
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0� 4 SCALE: 3/4"=I'
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�;A CascadAj
Outdoor Kitchen with Grill,
/10 tdogr Desig,
cascadeoutdoorclesign.com
www.
Fridge,and Pizza Oven
Water Feature
Mu c
info@cascadeoutdoordesign.com —,—IchPrie St��w 'Countertop
lApprox.2,000 gallons per hour
904-226-1183 904-469-8332
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Accent/Seating Wall
pp,().X.58 .f.
�B ck Cap
Houser Residence
'Approx.130 ff. pprox.41 s.f.
1975 Brista De Mar Circle
Brick
Atlantic Beach,FL 32233
0,
rchitectural Addidon with rox.70 ff.
13
8"x8"Cypress Posts,Vaulted
'C�
Cestrum'Orange Zest' A Podocarpus Ceiling,Ceiling Fan,Roofing
wabUKI Viburnum
I Cestrum aurantiacum Relocated Sago(2)
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to Match Existing
illiclum florldanum Podocarpus macrophylla iburnum odoratissumum var.awabuki
1�t H:9'0"
rl
P�
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Z-
1H E,�2
it N t -7
11:01 Cephalotaxus'Prostrata'
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Cephalotaxus harringtonia Trostrata'
Z—/
15'
Agapanthus
Agapanthus africanus
q
-OF
—31'8"
Stepping Stones(3)
TX Sage
Approx.13 s.f.
-24"
i t Leucophyllurn f
rutescens
m
lit
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Gold Dust
Mecarclonia hybrid
Sage,Asst'd S,
3
Salvia spp.
B
r P Papve-ox.507 s.f.
3
Steps
j �pprox.52 Lf.
k
4w
bjectto change due to availabilitV
r- Qty Size
Foxtail Fern Walter's Viburnum
Asparagus densiflorus'Meyersii' Viburnum obovatum
Paver A iexcluding clrlveway) N a'n'e
�pprox.460 SJ.
Steps
IN Agapanthus 47 Ig
Anise 12 3g
Approx.34 l.f.
Awabuki Viburnum 4 3g
Cephalotaxus'Prostrata'4 3g
fill
Cestrum'Orange Zest' 5 3g
Firebush 6 3g
f
Tu rf Wood Fence with 4'Gate Foxtall Fern 26 1g
i Approx.22 l.f. Gold Dust 4 Ig
H:6' Podocarpus 5 7g
Sage,Asst'd 7 1g
1 3g
TX Sage
i Firebush
Walter's Viburnum 27 3g
Hamelia patens Mulch 2,857 s.f.
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Turf 1,015 51
02
T:7
Denotes suggested
i location of lighting
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Paver A-Replace
Driveway,
Front Sidewalk&Entry
'Note:All dimensions are
�pprox.1,853 s.f. approximate.Final measurements
t t to be determined by contractor
performing labor.
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