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Itis the responsibility thein er, building co,linsed contractor,
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Do not cut or alter trusses. Any questions or discrepancies should be directed
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P.O. Box 12267
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Jacksonville. FL 32209
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(904) 356.5440
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ATTENTION: CONTRACTORS, CREWS AND FRAMERS
Itis the responsibility thein er, building co,linsed contractor,
I k (G & Sons
erector or erection contractor) to propertyreceive,unload,storn,handle, install and brace
V e c r s
metal plate connected wood trussesto protect life and property. Refer to HIB -91 summary
sheet for bracing, storage, hardeling, and installation instructions.
Do not cut or alter trusses. Any questions or discrepancies should be directed
P.O. Box 12267
to Lumber Unlimited at 904-356.5440 prior to erection or modification of any trusses.
Jacksonville. FL 32209
Lumber Unlimited is not liable for any "back charges" unless approved by one of
(904) 356.5440
our representatives before the work creating the charge is performed.
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HVAC Layout
'E.w-*�
Master Bedroom
120 cfm 12x12
711
1 0 "
9if
all
12 x 12
12 x 8 226 cfm 14 x 8
127 cfm 9 11 163 cfm
7" 10x12 14x1410 w
8"
ath
8 x 4
12 cf
Bedroom3 411
14 x 8 _ Taury
197 cfm
811 10 x
Kitchen 1 cf
6 "
12 ,
& I& -
20 x 14
12 x 8 12 x 8 774 eft
125 cfm 125 cfm 1411
711 711
Living Rm Garage
10x6
30 cfm
5"
M Bath
0
33 cfm
5"
Mwic
12"
Job #: R0716273 Solar Home Developers, LLC
Performed by JND for:
Orchid Duplex- Left Side 2425 Bents hire Dr
JacksomAlle,FL 32246
Allantic Beach, FL Phone: 904-472-1459
Scale: 1 : 47
Page 1
Right -Suite® Unitiersa12017
17.0.04 RSU07440
2016 -Jul -14 08:44:46
...Orchid DupleAR0716273 Left.rup
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NOTES:
1. Temporary silt fence shall be installed prior to any grading work in the
area to be protected. Fence shall be maintained throughout the
construction period and removed in conjunction with the final grading
and site stabilization.
2. Filter fabric shall meet the requirements of material specification 592
Geotextile Table 1 or 2, Class I with equivalent opening size of at least
30 for nonwoven and 50 for woven.
3. Fence posts shall be either wood post with a minimum cross—sectional
area of 1.5" X 1.5" or a standard steel post.
4. When splices are necessary make splice at post according to splice
detail. Place the end post of the second fence inside the end post of
the first fence. Rotate both posts together at least 180 degrees to
create a tight seal with the fabric material. Cut the fabric near the
bottom of the posts to accommodate the 6 inch flap. Then drive both
posts and bury the flap. Compact backfill well.
City of Atlantic Beach - Drainage Calculittlops
Drainage criterla
Section 24-66 of the City: f Atlantic reach`s Zoning,, SubdNisipn., and1and'Development Regulations requires
that the differencebetweenpre and postde etopment volume. of'-stormwater run be stored: on site. Volume
f Runoff is defined as V =1 W112,
= Volurrre of Runoff
C = Coefficent of Runoff
C=0.6(50% max imperviousness), C=0.4(25% calx imperviousness,,. 0. (We i pe us ess).
A= Area of Lot (SQ -ET
= 25 r/24hr rainWl depth (931nches for Atlantic: Beach)
Rational Runoff Coef Ibent E
Rotate
Filter Fabric
Type Area lsft
Posts
W�i9fxt 4
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E
�-Direction Of Flow
Elevation Leath
Before
Pervious 667
Undisturbed Ground Line
First
Installation
Second
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Fence
ote
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Predevelope gent Volume ()
�---
1341 cubicft
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Post Development Runoff Volume
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Lot Area (A)
Second
First
sft
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Post
Post
Min
Storwe
Type Area (sgft)
Lot Area(sgft� gra
FABRIC ANCHOR DETAIL
10
50
Impervious 3780
8667 1
SPLICE
DETAIL—PLAN VIEW
NOTES:
1. Temporary silt fence shall be installed prior to any grading work in the
area to be protected. Fence shall be maintained throughout the
construction period and removed in conjunction with the final grading
and site stabilization.
2. Filter fabric shall meet the requirements of material specification 592
Geotextile Table 1 or 2, Class I with equivalent opening size of at least
30 for nonwoven and 50 for woven.
3. Fence posts shall be either wood post with a minimum cross—sectional
area of 1.5" X 1.5" or a standard steel post.
4. When splices are necessary make splice at post according to splice
detail. Place the end post of the second fence inside the end post of
the first fence. Rotate both posts together at least 180 degrees to
create a tight seal with the fabric material. Cut the fabric near the
bottom of the posts to accommodate the 6 inch flap. Then drive both
posts and bury the flap. Compact backfill well.
City of Atlantic Beach - Drainage Calculittlops
Drainage criterla
Section 24-66 of the City: f Atlantic reach`s Zoning,, SubdNisipn., and1and'Development Regulations requires
that the differencebetweenpre and postde etopment volume. of'-stormwater run be stored: on site. Volume
f Runoff is defined as V =1 W112,
= Volurrre of Runoff
C = Coefficent of Runoff
C=0.6(50% max imperviousness), C=0.4(25% calx imperviousness,,. 0. (We i pe us ess).
A= Area of Lot (SQ -ET
= 25 r/24hr rainWl depth (931nches for Atlantic: Beach)
wo LEGEND � p,��,�00
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�o �` \ MEN O AREA TABULATIONS
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PRE—DEV. SPOT EL. i
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SF SILT FENCE / O
0,' TOTAL IMP: 3,780 SF (44%)
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F-- POST FLOW DIRECTION R/z O.
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z� 1. CONTRACTOR SHALL INSTALL AND MAINTAIN SURVEYORS:
(D SILT FENCE ALONG ALL PROPERY LINES & AS ECK LAND SURVEYORS INC.
Z SHOWN IN DETAIL PROVIDED. '
1660 EMERSON STREET
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0 2. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF JACKSONVILLE, FLORIDA 32207
< z RUNOFF COLLECTION. ALL GUTTERS SHALL BE 904 396-6334
� CONNECTED TO STORMWATER RESERVOIR. ( )
0
6 FAX (904) 396 9997
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DRAINAGE &EROSION CONTROL PLAN
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Required Storage Volume
Required Storage Volume=Post€ievelo et ent �R.V-. - Predevelo,'penrent .Vr
ostdevelopment Runoff Volumi'? 3687
redevelornent Runoff Volume 1343
Required Storage VoWmi _ 23441.
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Type Area lsft
Lot Areas g
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SCALE: AS NOTED
Elevation Leath
V
Pervious 667
CT��� 0.a�-.`
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0.20
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Runoff Coefficient E _
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Predevelope gent Volume ()
1341 cubicft
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Post Development Runoff Volume
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Lot Area (A)
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8667
sft
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Rational Runoff Coeffic nt Cweghted'
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Lot Area(sgft� gra
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8667 1
0,
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REVISION -2:
pervious 4997
8667 0,2
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Runoff Caeffitiae t C =
0.5
Rese iiGr : fWest Side
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Rainfall Depth R I
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ink
Predevelopernent Volume M.3
�°°°°�\f\N
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17
tic ft°
wo LEGEND � p,��,�00
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PRE—DEV. SPOT EL. i
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wVI \1 V L VV!"\ I .)/ VV/�1—I\ VV/� 1 J. `J 1 V .JI
SF SILT FENCE / O
0,' TOTAL IMP: 3,780 SF (44%)
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F-- POST FLOW DIRECTION R/z O.
C5 CD
Z
z� 1. CONTRACTOR SHALL INSTALL AND MAINTAIN SURVEYORS:
(D SILT FENCE ALONG ALL PROPERY LINES & AS ECK LAND SURVEYORS INC.
Z SHOWN IN DETAIL PROVIDED. '
1660 EMERSON STREET
Q
0 2. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF JACKSONVILLE, FLORIDA 32207
< z RUNOFF COLLECTION. ALL GUTTERS SHALL BE 904 396-6334
� CONNECTED TO STORMWATER RESERVOIR. ( )
0
6 FAX (904) 396 9997
\'\ 0 /C_ \I--
DRAINAGE &EROSION CONTROL PLAN
y I SCAT I:: I'- 10'
J
Required Storage Volume
Required Storage Volume=Post€ievelo et ent �R.V-. - Predevelo,'penrent .Vr
ostdevelopment Runoff Volumi'? 3687
redevelornent Runoff Volume 1343
Required Storage VoWmi _ 23441.
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Provided Storms
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SCALE: AS NOTED
Elevation Leath
V
QN
,area
Storms. ft
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10
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REVISION -2:
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Elevation Length
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Area
Stctr� #t
LL
NIRV
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803
10.6
55
5
PRO] ECT #: S H D -79 -4TH
DESIGNED: KCM
DRAWN: KCM
Provided Storms
Reservior 1`lRearl
SCALE: AS NOTED
Elevation Leath
Width
,area
Storms. ft
10
79
20i5
0
10.6
i
83
24
9 2
1071.6
ISSUED: 1/4/18
REVISION -1:
Reser for 2 (East Side �
Elevation Le g,
Wift
Area
Storwe
10
50
4
200
REVISION -2:
x.0.6
5 4
432:
°°�®immmomyrrgr��
�' M j� oma,
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Rese iiGr : fWest Side
�°°°°�\f\N
e � .• N SF •. '®
Elevation Length
Width
Area
Stctr� #t
w �
803
10.6
55
5
275
-
QJ
Ingr€iun4 5traage
T.A E OF
a�
s'O�F�'c •. R P
Area
1400 sql"t
,
�'�SS 1O N A� 0
Depthto E
'Porosity
0-3
KEVIN C. MARTIN, PE #8035
SHEET
In.gro and image 126.0 cubic feet
Required Treatment
Volume
Provided Treatment
Volume =
2651
C-1