1696 ATLANTIC BEACH DR - misc dwgs 0
F= H F= F= I•= p�j
Z LL_ L- LL Lt. LL. M
R vv) cin V) vii Z y d c
J N 00 N 111111 QWrj2 111111
Q W O O 00 j, pROpo F o 0) • � �
0 oONOR� R W L 0
p o0 00 GO OO Q CURB & C
.. ONt� Ntp
OPOSRO W H C'l CW.')
o t pR c. > Z
C.} V) UWa p,C� �W o Y = o z
LL C 8E F z o
Z G 3 W w to 2 f- ,�
'•.: p J LLIy d
O U 22 0 `METER ? JEPS / J IL
EPSEMEN a o a 3 w1 0- Q o a o v z
c o / NIx
No � - � � W ON oZ w CL
C� LL. r.- UMPS�R / , 00 V)F- 0� = H o O W zLLI O
Q WPB; ;+ .r•`••` SER ' 1� -1 0 Q w o , �o rn z° o
Z S L Ln V
Orto a
p ME RQ 4 160 EDN , 3p I Ww woz rn
O O OppSE� pRpP p PSK � o W � co ��`' z� w � W
W BR�GKWPY BEN�i W/L/ , m o p z-A
o J m O
`moi ^I �• U OR` L 19 RACK ' n W O ¢ fl w 2LL
�i >C]
w / O �a ° B•R oP SE0 N�R`t 121 x o�' er �,i..
v �r 2 PR ORE , 1 0 o 0 rnm oLlj
? 13.0 w� 0 p Im Z 0 _
r ` C� 0 i o p z 0 Lio, m 'z o O
Q¢ W o> ti zo to o
F- Cc z h N
W Z O Z ZQ CL LL3 W �voi `�I N wo
=Y I.) N
0 j p 11\ �0 CL
��� p o� �z
,2LL-
C 0-
W m \ j `v3 o v' v a W Z �- �' z oCL
0 W W -�� O¢
D ~ o Lj
050 W-0 ao cnLLI W aZ
v "ti V gyp. o a N= �� �o v-N m m a w o w y Q 3
v�m ,r
O �.)�J O p �/� 1 I Z��_ SO O 0
Q ` ` D b� 0 2 `iL1 Y• 5 2Q Q 3 ~li V O x N I M
N W r ` � a v N Z MV)Z0 i� z� k � w oco
tr) 4. w
�1 z �' a (Ad1 v>j �'o I
a �1 W80 o a �
�a 1=Z LLI 0 �Q �+/ N N O N
^I Q � / 'i Ar0 'PROJ m% _ y a
" ! co Z (/ �;�es" A!It4 oO P PSR 0 w
O
OWC w O O / /y O ` PROPOSP�c PPO BRy P$5 , , U Q o o V
N z ww 00D0 ) �S 2 1 O�Q OpNO.. 0 cn cn C N� Z a a
W Ul
�}
m F Q � 0 J~O, \ a 2 �� ONU �z tr
a S VZLp � W o m
w¢u} rn Q CA a o Z S � �
Q0�nw CL wZ rim \ �vA / w0r J ^ 0
Z Yco
x o � u E
WQ¢w QOG �o��a� /e��'/ ~Q- I moo°C Igo g <z�
/ 10 F- h F a0momo 0 � -3Y D
EF a
LU
W W JMJ W 7 / �6 OZZ o .10- 0FoFozgg� �p
O W W tk �'o✓ �L� m----o FBF �- a
W 2� ,1�•27 't�J ovwiw �aBa��i�a8aam� ��zca ►o-
N 6m ti rNrr NNrrrrNrr r rrN
w
}
400 �cici�c�da z =oo
Q G (� a Oz� s �� •o addddaiL: z dwr-
G S� O
co 1-
F GSR � 3NOMN ao=
f
GOL Q s O O O 1� o<10 < W
0 too too
M O t�'��zF�'zzz � 9a���9� z
it it II o N
r = 1n W2 Ir111NENrr rINNI t N I N X
UZUO: Q4 v,�r ro I
FHO �o aa�<moca+ m
a
H h rn
Z IL Lj. W U- Li M
zd voj con con on 2�o
+1 -H -H -H � pc in v V O� � c n
V (Q a N 000 t0 M co N Itllll .10CL:Q itll�l
Q `�' o o N d J N N -H Q W 4.
t— W a0 o 00 j� OPosED p n O • j t`
�o
C, 00 00 0 00 � CUR N&ODER V)w U 0 r-
0 NI� Ntp
M I{ N o PROP°56� �cn �o
`� Z �
g = A II II OR,V` c°N Z N
U (A :c rY Q d C A sjDc*P tl W44
Y' "� J O J F- O Z
NSG wA�> 4 a= d
OF � �- 3 zG\Al w o
d 3 p J F- n
wP IrN } o m o V' � a
0
r ;.•t1E�ER' .••.... '1.5 �EPZ J d > Q
22' Q MEN J O Q: O m
ILLJ
L a> W N z
LLI
L•{ r.; :_ [�R , lX3 (n a' F d M h !-Z m -N
pV / d H v W m
SEWEDMPS/ ipoc �� O O 0. Z O O Chi w= W
/ O �1 C l 1 , to
J J [� d w Z O a of N z z° m o
3 o I W 4-J' v_�i a 0)
O oP°SED PROP pA ER W LJL. co ix
i a a �
cy-
An
z z x (n
'�I DRIVE 0 o o, to ::3 0. � 2
C) B L 19 RACK to a n W p >O W
R PRP 121 O W o M Z i m m
'moi j z o o� "�Z F- o�i O o� 1 m o 0
1 J Z d N J 1 Z N 4J.
�•{ W � \ 2� O 2 Z pQ W LLJ o N o (Un
Q � ►� 11• r: p v� m U z d O(n
o Y N N �� p o M W
,Q' V 2 W tLLJ W Z a o
✓ Q O W w Q O o
O O ~ \ V Z prD 1l•V: "' ?J v- a p � U to FO
LL \ 1O�CO(--2 O(O 13� \ 1n p a, J W W W W ',t _j a j t
O ��CQ NO \ �ppuz�-��v;� y`�' c� �n J MMmd W� vain W u�im rn
~ �v��`7'O Zd 1� , ��QQ z F� V �= N
w Ix.
z X.
v L7 1 lAt Z (n 1 x �,, r
�1 1 �° °'
O w w J o s� x,� Z80 o 0 Q `i
�C [�'� o a �\ 0' OP sED 1 , �t �Z N LLI CL Ir-C � N 04
N m
cx) "�{ Q n O / \ 40 PRO RED�R a, 2% X h n.
Z U 0 C V� W
0-Wp w p z O / � PRoP°SEDC PPD BRy "=o 31: x
W - o P/ r , p W g
w =LZ
z Lu 00w rn > bs 2 'I�\oQ coNc.. z o Q a
O Zw LL \ N�. ,
L,15 Wm o
m O a O_ O JYo �� wo
d a t+,AGS W a
�pN�� V)z Y� \ \v / mOW WLLJ ^ F Uoo7 5
Z Z�� 00 \ ' W\jE Z W=�� U m
D � WW
Q O.P.A.. ~�� �
O W>w H >w p 0 i 10 �(np 8cFLL- j � ��.i.ma c� O
Lyl � }- J W ?�1 7 OZ= Q �o�KZ0000=
3 3W Z��WO W OSS <O<O O
O p 12
W m wIr rOry� G 6 Cao _yV a�� 9� X5-0
V 2 5 �a_a��ai�aamazacr
W�m H rrlr irrirr,li 1 rir '
} p L.t n 0 d J-v 3 m
Vy ^Z N ��d J �a oc ►ciodcida
dW0
WOF-
`� COARSE 1a-- 3 N o "'N
a o=
GO Q 00 0 r-. dad Q WW3
o o a 3W>- kW j7�
w r (n.r f0
Co 0: ,S ��,r`In o� S e c
Dr = 0W= � irlrlNrNlfiiN11i111 X
0 z 0 w Q 4 (nom~ �' r� ^
==o J O9dmaax<w 2� m
LL:
Z LL- L- fl L- LLci
M
Z V) V) U) Q h Q" to
d
-H -1 i -Fi Ln 't Q O 0\ coIn
co = N 111111 ��W�z 111111
Q w LU
000 O ocOO N ROP E° � o N d cv 0 Q���'
o P c¢E F r Q o
p O co � N co coN&GUAR cn w LLL. C
c�R� X N
M {1 N °s�0
OC n A {i II PRO�ONc. a Z Q a z
LAI .— _ �R� 5k°Ew PSK -H ` O
c� cncl � ¢ a z
EpC� J w o Y
<
z N CBsoFwP � Q� z " "w o
' � CL
_ Q � w
w o �
O 0 EL
C3 0' ,,F+3.:MESER 5 SCAS J ��} Q j m �
oO w Y , O O = m `v
r, d w !Z S o o`4 z
rr C4 .__ 'r NN �LLI
oco V) r I J oN oZ
O O ZE a. Z O I O U c3 w�V
�y Z W p�RS y SRR�G o �1 I t t J J p d w F- o - x o V Z c
Q O MEQ p ,6 a OsE° N r o l W L J o Z
O CA. OSE° PR°PCY, P`1ER O� 00 M L` Z a W
(� W a'/ / SR�OK W PSR gR1 CRY W�L�' , o O O¢ p W r
V O 20 6 ROPOSE EN�� do-
x o \ o�' r N-J W
X30 b w� o Zwm o
Z io "�Z H o w O °' �F m o 0
U , to Z Q p=J I Z VY LLJ.
L1) 4Z1 2� Z 0 2 Z d O � ) N LLJN
O ti 11Z _tO- , ' us �'�''� vz � vl ,N oz
p 0 �w
j ,v' Ld
IL 0
LLJ �, LZiJ Z �` O Z r a
O O ` O W O' cD us u' tL) J o, 0 O (n v CL c) Lu
O o c� OLL, w� w w LLJ :1
O 0 0 Il" O,! 2 c 9 �n J M MCL W 0 vii rs- voi m LO
rn
o N 11 t7 v- c1 \ W W L LJ w M ` o w I
ONWJ7i O 1p \ JZg� =O l � o� o n_
p 3 O 'n om-.. O �2<< 3 . Z= V O V) �1 I M
V E LO N LO to > � a to Z m(n Z 0 _� -m �- - o
,,,1 Z (n I =
Z I till No o W n
YW V) U ¢
CL
03
3 p p Z O \ OSR° h xP0 BRo pRCN ov 0 Z¢ W
I� O �w O },` � PROP PIO P Y18`' w z O V
f� cD ?z Z � , T�� 2 10\�Q coNc.. 0 � U Q
".tet~ Q Q) o �� =rn �,� \ ��( , , Qoo o� y
Z LJ LL-
I— F O �y O o -� LL._ ►-J r— �. m
C..)z=� =Q y LJ m
o o W La z Z �,� \ t �C�� /�y` mow N W Z o 3 0
r' Z OO //' 1 w�� Z n W�G'u U W CO
¢FFA F~ �� ` �z o I W� irgZ-]� 3�
QO L,�>Ld >w a 0 ifs �0 �fnq Cn $EF t- ozowao 0 � 3 0
Z � W LL \— 6 _
w J�t!?- J W OZZ O tiz � o o�oz9
O p WSm wIY' r05 3�• �w0 Q y�'zP ���lzfzl-�z�o� �tLwo
3twnw Via-21LIL aamli �czoa ►o-
N1 ` 06M to 1111 •11111Nt1 t N NN
GZ (� OZm ��?ed as as ILWLa• z
p1 F C�uRs� H 3 co
N o M N a o= J J
G 00 (6
�¢�- Q wr
O W W • }}iw� (+y�1j{ZWj _z
IL w
M {) {I { ZZO C)
oogcziMLIJaCn Laa
U z V Q Q � t iro i N i I N t M 1 ill t 1 i 1 X
F=-F=ZO J �� coi�azG�<oroacs+� I ti
0
M
80-0 BC
0 S
M BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 20B
0 GREEN COVE SPRINGS, FL 32043
..O 0: 904.297.9390
Floor Truss Connector List Roof Truss Connector List F: 904.529. 1 406
anuf Product Qty Manuf Product Qty
s6-08-00
LISP MS 422 4 USP TH 26 18 33-07-00 16-04-00 6-0900
USP THD46 5
66-)7-00 BEARING HEIGHTS
9•,0.60
_ 48.1-00
1400-00
11-03-OS 11
(1 O
FGEO, w w J I— 1 1 /B
2-0
F01 Po2 O Ti
TN°ae
2
2 1 01— 1 1 /811
F01 O F0TN°m T16 - 2-0
12
Pot Fo
2 H°m 2
F01 Po2 20
I_ 11
N°m
= r ry ry 2
FO1 F02
n°m
2 2-0
F01 2
2 TN°m T16 2
F01
2 m°30 T18 2-0
F01 Po2
2 TMD° T78 5-00-00 2
F01 F02
F0' 1-0-04 F02 1ry s 2-0 =s� THIS IS A TRUSS PLACEMENT
°'° DIAGRAM ONLY.
$ __ ==asa=il
2-0 These trusses are designed as
individual builI " II Thom E'�III
ts
2-0-00 5-0O�JOSIII incorporated into tghe buildingndesiga t
2-0
4 EJo5111 the specification of the building
i III
c ' III 2
'�' EJ $ designer.See individual design sheets
�I $ : EJ�
9 4 nI for each truss design identified on the
4 ( 4 4 9 2-0 placement drawing.The building
I
I
AIII
T� Nme III designer is responsible for temporary
1 ry n III 2 T�°�, EII and permanent bracing of the roof and
' E 1 floor system and for the overall
w LL �h o s structure.The design of the truss
III
III
° ;i; - -- - support structure including headers,
= 17-10.,5 7-01-01 ---�'�� 33-0�-0o beams,Walls,and columns is the
&10-00 a„-00 6,0-06 49-11-00 &09-W responsibility of the building designer.
66-0700
For general guidance regarding
bracing,consult"Bracing of Wood
Trusses*available from the Truss Plate
Institute,583 D'Onifrio Drive;Madison,
WI 53179.
ATTENTION.
Refer to truss layout and engineering
documents that arrive with delivered
field trusses.
Unless noted otherwise,all beams are
by others.
CLIENT TOLL BROTHERS
SUBDIVISION ATLANTIC BEACH
MODEL THE FRANKLIN
ELEVATION COASTAL
• r LOT # DRAWN BY
CB
AT
FIRST FLOOR LAYOUT SECOND 06/15/2015
FLOOR LAYOUT082
SCALE: NTS SCALE: NTS REF '
7327
N OT ES■■ TO THE BEST of MY g101MLEDGE,THE DE DEVIC w oh THIS
Al DRAWING LOMPUES WITH THE APPLiCABw l4 IE MINIMUM BUILDQiG
CODE IN EFFECT AS OF DATE OF CERTIFICATION MWW.
e
Ln
� ROOFING PER - PROVIDIE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY .-AUG 1 7 2015
CONTRACT (TYP) INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS
@,W NOTED OTHERWISE.
oc LOUVERI I
m I - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH \.
ELEVATION. 000
"CORAL-LIGHT" ORE UAL PRE-FINISHED !
SHANNON M:VAMC AVE,AIA
97080
.......::::::::_ :::::::::::....... I I 5.3.8 AFS
I I - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS.
z 0HEEL HGT. I I ,- HEEL HGT. U.N.O.
o _ _—_ _ _—_ _ _ _ _—_ _ __�-- _ _-- _ _ _ _ _ _-- _-- _ -- -. - -- - PRE-CAST STONE APPLICATIONS, SHALL BE STONE CAST FROM FOAM
Z oZ 1 PLT. HGT. FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS.
Q�, v, PLT. HGT. ......................................................... ............................................................................................ , ,
cc ....... ........ .... .... .... ......... ... ......... ..... ......... .
o _ 1 .5 -..-. ....... ................. .. ..................... ...... ........ ..... `�. _ - 3
I 1 It `
UJ ~o I ( - _ �' - - - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST
...........
L5. . v� � o,
a m I ................ 1........... ........ ......._....... ............................................................. ..................................................................................................... .. ...........�.�� ............. INTO THE UNDERSIDE OF THE OPENING. 00
o W -� I I- -..- a
J ___. - N
i � W M
O13 I ...........� I.............. ................... ...............- ..............................I............................................. ............................................................................................................................. ........... -..�.\............. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a
ot- �. .................. ................. ........................................................................... .............................. .............................................................I........... a
z "3. ( C BE FAUX WROUGHT IRON ALUMINUM. �-+ H
OJWQ I 2 - F'
W s �. ....................................................................................._..................................... .............................................................................. co THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A
o I
..... ........................... . ............ . ............ . ............ .. ............
%
W 1 :: :;: 5.2.8 "' MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. w
ooW I - - - I S
= SECOND FIN. FLR. - - ECOND FIN. FLR.
z s t- _ - - - - - - ----- - ----- - --- --- - - Mme- M�� - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE * N
a z M`t �, ----t- --�----- �- M' T,
03: 0 PLT. HGT. ___ I ___ _ _ ___ _ ___ _ _ I __ _ _ _ __ _ __ _ _ __ _ .. _ _ _ - ,� SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN S
_ I
J W z c --- - - - - --- - - ----- - - --- - - o o WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND ''
o> > O N I PLT.. HGT. N APPROVED PRIOR TO INSTALLATION. x
W I -
@ GARAGE _ - TIN HEIGHT F COACH
a O O
o �- z I ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 0 CO a A
_ I 11 il �%% = LIGHTS WITH TOLL BROTHERS P.M. w a
1 �
W � � �, o = _ 10 ASPHALT SHINGLE a
°� w z ,-� � I o a: o a, a, o a � a
W = o I oo c� I 5.2.8 A
= ROOF SYSTEMC,
�J_ x
ou
z o
Z W
Q I I :�,. ............. ..... . ......... o
. oc � I 1 Al aN
W o o I I W
= z a ........................_........ .. .........................-_ ...... {- . FIN. FLR.
o I
o Q ,.-
d o W
GC _j
m — — — — — —— — —— — — — — — — — — — — — — — — — — — — 1
� OV z 1 8
i
5.2.8
0 0 a- 5.2.8 I DRAWN BY
aLu
� S.PROFFIT
C.) � m
PI O Z
CHECKED BY
cn a S.VANCLEAVE
= W FRONT ELEVATION
F- SCALE 1/4"=1'-0" COASTALSCALE
Z AS NOTED
m ¢
� o a 11 X 17 = 1/2 NOTED SCALE
ui � I
0062
I SHEET DATE
J O
ROOFING PER ( 02-Ob-15
11 o SHEET REVISION INFO
O z LOUVER
1 RFI #105059 SV 3-11-15
_ ° 11 : .-:............. RFI #110332 F.M. 5-09-15
F- o ::::::::::::....
Z = o z __ _ _ I REV. S.P. 8-17-15
Al0 .... ..
................. . .............................................
Q W cn .............................. ........
..............
CID W _--
� 0
z =