394 8TH ST - ARCH DWGS NOTES
1. DOORS AND WINDOWS ARE AP ROXIMATE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENINGS
48'-0" PRIOR TO FRAMING
24'1F" 7'_5"
3'X3
CONC. _
5700 4"d
A , O
N
o H
Q
A)
u, � I
w
F ATTIC –1 o
ACCESS I n <q
2"x30"MIN. o
__ ---I o
LINE OF 2ND FLOOR ABOVE
E 1 A
Q
z -
� N
GARAGE
N N
23'_4"X 20'-6"
10-1 j'PL.HL
"TYPE"X"GYPSUM BOARD OR o
6? EQUIVALENT 10 COVER GARAGE CLG. o
4
DOOR 1513/8°MIN. REVISIONS
vc ��° 4'2"
STAIRWELL BUMP OUT 07/10/1
COMP. SOLID CORE OR 20 - F
MINUTE FIRE RATED- 12''X COLUMN METAL ROOF ON TURRET 07/10/15
6'-2" 5"-2" - � 4X4 P:f.. FAST FOR
o' 2040 SH H.B. = c4 BEARING TYP.
N 5ILL4-0"AFF li
X WALL = ---- - ----
Cz
A/c STORAGE weRR o IDES, 1 — — ——I —p—�—i p—— -- - —
a COMP. G LANAI
\I V/ \I
I l0 6` X 6'_2"
I -1�'PL.H7. AHU AHU p a 11-6'X 6'-01, I I Q
CO ���IA _ MUD 101J?L.HT.
TANKLE�S WALLS BEI WECN GARAGE AND 10'CLG. I (Q/1 J �l� � I I i
N PAIN ftiD L&6 ?ME CLG
lot
RESIDENCE l O BE COVERED WITH 10'CLG 10'CLCLG. T
GAS WIl F
"M[NIMUM GYPSUM BOARD ON 2ago 1 A b— I I GA5 °? GASIt
GA`� GARAGE S1DE OF 5RJD WALL STUB STUB ��
5T� -- --___-- ----------------------
CANTILEVER . 1 E I E
1 STORAGE " -
Lp °p ABOVE I UNDER STAIRS = a N o
OHC OHC
en REF. (,AS RANGIT T
WOODo g-8^ W/ Al OHOOD KI I CHEM
5TPoR5 18-10" H 0 ME"" S
X 11'-4''
Q
I 8o
UF 10'CLG � Q Build
}} y y With
'7 L'4"RISE 10" - LJ Et2f KN , G/t t..-{) iG
4'_b" 6'6" 1'-9 7 0' m a- o r■
16'-8" RUN 3.$.. 3�_6„ 5I K `�
sIQ D/W W/ (FISP. c�
o I� N
Ic / 1 0 0 I r 414 Old Hard Road, Suite 502
N J 1 Fleming Island, Florida 32003
1 w Office: (904) 264-6553
r ———_— - I Fax: (904)269-2729
L---- —J L_ PNTRY
-- ——— CAB.
BART F OVER
/
FAMILY 35"h WALL
*0` 4'-0.. opc j06'0
s<<�� Testi Lot 6
I l oo M e-0" 3�lo" REVIEWED FOR CODE COMPLIANCE �+
OF ATLANTIC BEACH Sherry Terrace
10'CLG. O ��� SEE PERMITS FOR ADDITIONAL
9 REQUIREMENTS AND CONDITIONS
N
p\A���{►$ P m REVIEWED B1f;�r�CATE• 10 I
z
o►��"�' ° DINING r �-- s _ S 9
Bo 3080 N- Y(T PRD.
& 10'CLG. o N
m � GLS WSER W/ -12"
HB. T PRD. SIDE E5 5�� �p Brighton Residence
32 8
SQ. F _
= 11 G. CALCULATIONG
ao --
F� IST FLOOR LIVING 1177
1st Floor Plan
�� �� I I soe5 ¢stip 2ND FLOOR LIVING 1552
I I G�,AZING IN i I
I I
HAZARDOUS 26'-2"x lo'o° I 1 3060 SH W/ �` TOTAL LIVING 2729 394 8th. Street
I I AZARDON 16'-''PL H7. 3010 TRANS. GARAGE Atlantic Beach, Fl. 32233
PAINTED r&G FINE CLG I I OVER 4"BTWN. 600
SILL 9 2'-0"AFF � ENTRY PORCH 262
—— —— —— ALUM.RAILING PI=R
I I euLDER YP. I I 51211
2 3'2 FEAR PORCH 262 Drawn By ARJ Sheet
—— —— —— —— —— —— — - ---- -- -- -- I TOTAL COVERED 5922 Date
-- -- 05-15-2015
PIER TYP.
14'x14°COLUMN o Scale 4 1 1 0
11
� 4X4 F.T. P051"FOR � � ° _ �-
BEAKING TYP. Of
MECHANICAL EQUIPMENT NOTES: plan custom $
1'-2" 10'6" 1'-2" ",T-2'' 10'-6" 1'-2''
2-0" 26'-2" 4'-6 4'6" FRC-8302.5.2: DUCTS IN GARAGE SHALL 6E MW 26 j
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE Written dlmen5ion5 shall have precedence over Scale dime11e10n5.
ALLOWED. Contractors shall verify and be responsible for dimenslon5 and
48'-0" conditions of the job.
FBC-R, M1505)Al: MIN 4" CLEARANCE REQUIRED AROUND Northeast Florida Design,Inc. hereby reserves Its common law
ALL SIDES OF MECHANICAL EQUIPMENT AND copyrights and other copyrights in these plans, designs and Ideas.
K'� COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH These plans,de5gn5 and ideas are not to be copied or changed in any
15t F L O O I{ v FLAN anner or forrri whatsoever,nor are they to be assigned to any third
OF THE ENCLOSING SPACE BEING Al-AT LEAST 12" WIDER party without first obtaining the express written permission from
THAN THE FURNACE OR AIR HANDLER Northeast Florida Design,Inc.
GROUND-MOUNTED MECHANICAL UNITS SHALL BE�b
ANCHORED IN ACCORDANCE WITH FBC-R, SECTION J�J,
M1307.2. yJIO 12527 San Jose Blvd
Snide 702
ornc�asr"
Jacksonville, FL 32223
.V
Florida Design,Inc. 904.260.3319
NOTES
GENERAL STAIR DETAIL. SCALE:N. 1. DOORS AND WINDOWS ARE APPROXIMATE
FINI5HED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENINGS PRIOR
48'-10"
TO FRAMING
10° 24'14" 7'$° 11'$" 4'-6° `STAIR NOTES:
ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR
12-0- 5'-6" 6-10" VARIANCES IN CONSTRICTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY - -
WI R311.7 OF THE FLORIDA DUILDWG CODE,RESIDENTIAL
MAXIMUM R15ER HEIGHC 7-3/4'
2'-4' 4'-E' MINIMUM TREAD DE-PTH: 10'(NOT INCLUDING NOSING)
MAXIMUM K15FR HEIGHT VARIATION: 3/8(ENTIRE FLIGHT) -
MINIMUM STAIR WIN L: 36
.. 3°5°SH : MINIMUM HEADROOM CLEARANCE: 6-8"(ABOVE NOSING)
SILL.Ca1.3'_0"AFF
'HANDRAIL NOTRE:
ACT UAL CONSTRUCTION MUST COMPLY
ROD&SH W/83117.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL.
= G o HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN 38"IN HEIGHT ABOVE THE STAIR NOSING.
U o HANDRAILS SHALL BE CONnNUOU5 PER FLIGHT OF STAIRS.
WIC y/�, I, HANDRAILS SHALL BC 11/2"CLEAR OF ALL ADJACENT FINISH
p IC -6 O N r MATERIALS AND ENDS SHALL RFT URN To WALL OR TERMINATE
SCO 10'Cl G I IN NEWEL POSTS OR SAFE TERMINALS.
I� HANDRAILS SHALL BE 11/4"-2"IN CROSS SECTIONAL DIMENSION.OR APPROVED EQUIVALENT,AND EDGES
SHALL HAVE A MIN.RADIUS OF Got
Q1) O HANDRAIL CONSTRUCTION 5HALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED 1N ANY DIRECTION AT
�
ANY POINT ALONG THE TOP RAIL
LU
STANDARD LN[)RY j 0 -, STAIR AND RAILING SUPPLIER INSTALLER 5HALL SA I ISF(ALL
S TUB 10'CLG. I m bull HNG DEPARTMENT APPROVAL RFOUIRFMFNT5 FOR
THE PRODUCTS THEY PROVIDE OR INSTALL.LO
In z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR \
11'-6 X 14'_6" BATH Y I m@ Q
J� Nfl K
L9 O 10 CLG. O I ' z_ of o J AN ORNAMENTAL PAT TERN SUCH I HAI A z
W .HIL II}—JI 3 O N I N 0) Q 4 DIAMETER SPHERE CANNOT PA s5 THROUGH. �U
UZJ � I 1 HE GUARDRAIL CONS TRUE TION SHALL BE
J IO'CLG. I ABLF TO RESIST A LOAD OF 20 LBS
m STAIRWAY CONSTRUCTION PER LINEAL FCOT APPLIED
SHALL BE AS PER SECTION HORIZONTALLY ALONG THETOP FAIL 4"EMPIRE IR2
ti o �o o OF THE FLORIDA BUILDING CODE GUARDRAIL5SHALL NO] ME
MAY NOT pAss
I LE55 FLAN 36 IN TEIGHf. THROUGH
0 THE TRIANGULAR OPENINGS 6"SPHERE
ti� A/C ROD&SH AT STAIR TREAD.RISER,a MAYNOTPASS
— — — — — — — — — � 501 TOM SHALL Ise sucFi THaoucH
THAT A:6"DIAMETf_R
I
Q �N I � m 2'-8" 3'-0" y N SPHERE cA,NNor PASS THRQucH.
N o ANG g I � I r �N REVISIONS
N G pO WIG
10 CLG 9 I o c�. z-z°4°SH(MULLED)
[pCq�p S STAIRWELL PUMP OUT 07/10/15
N�Qpp r--
o 42"h HALF WALL W/CAP I v, I SILL @ 4'-0"AFF
METAL ROOF ON TURRET 07/10115
MI O —
A Ora(
� � MC o
COOo DN 19 RISERS q I i� I o J K/5 N FD p� = Q m
p T
0 CE 1/4"815E 10" d- I Q In I 3•_0" 2'-77' Al GB p
Nd RUN
° 2X6 WALL �C��¢ cv 42"h WALL o o
LL WC MIRRb o ROD&SH ti� 0 m W/CAP N N
Q — ro
4 o G i ��e N�N OWNER 2'1
N K
WIC
p/ N q
10'CLG z.� O 10 G. (R) I HEAD 5 5H . mcO DATH
_ _
6ATH
N nn 2s ° 10'CLG. MC I V E S I D E
#G Els 20 : FASTEN SHINGLES PER F6G 8905.2.6
0 10'CLG. a�
w m _26,e 30#MIN.FELT FASTENED PER F5C 8905.2.7
WC
'. OSB ROOF SHEATHING HOMES
3'-4" -6" 4'-4" 6'-4" 3'-4" z z r do ENG.ROOF 1-RI/55 ®.
5,7E, 6., s
� 6'0
SPRAY FOAM Build
With
Confidence
- - tK� G bti ``Q IN5ULA170N SFE CONNPC70R SCHEDULE X3 C tit YY 4/t l.� GL
_ o o . . OWN�I \�/ TOP OF PLATE . ATR001=DECK 12
° m [3R #2 506 FR:OR. 16,8 OR 9 414 Old Hard Road, Suite 502
° SUITE
Viz)zx6 Fleming Island,.Florida 32003
roF PLATE 6 GALV.EAVE DRIP Office. (904) 264-6553
� 10 CLG. X.14'4" N
161-4CLG. OFFICE _ ¢ ' _ 9 FASCIA WRAPPED Fax: (904)269-2729
1,
_ 10'
W/HAP PIE
1/2"DRYWALL
R 10'CLG. - _ CEILING I VENTILATED HARDIE 50FRL Lot 6
2'.47 FIXED. m I
OF 6°80 FR.OR. HOF..0 TIF"AFF
1/2"DRYWALL I Sherry Terrace
a 7 I I z'4° s a e I
<<n o����P d- Lm 2x6 STUDS SPACED PER
16'_0" G pOV . .16'_8" �@ti ° I ENGINEERS PKG.
1/2"0THREADFD
7 RODS PER
A I Y SEE DETAIL ON z1 I 3°6o SH �` ENGINEERED ENGRSPKG. II- . LAP SIDING
I . I �/ \LCON 1 SHEET 5FOR QI I SILL Ca12'-0"AFF SEL ENGINEERED Brighton ��S1�V11C�
26-2"X 10'-0" WATERPROOFING II j
1 I 14"X14"COLUMN 10-1 ''PL.HT DECK o-I ( _. . SI G ICICATIONS I R-19INSULA"LION
4X4 F.T.POST FOR PAINTED T&G PINE CLG I I 1 F-1 Vl.'1 V
BEARING TYP. : 3'-2" 3'_2.. .
—— 42"h RAILING ———
———— — I
N I-�TYVEK(OR EQ)HOUSEWRAP
__—_—__ 4"CONE SLAB W1 F15EPMESH OR I
—————
6x6VIL W.W.M.ON EMIL VISQUEEN 7/16"OSB WALL SHEATHING 2nd Floor Tian
OVER CLEAN WELL COMPACTED
1'-2" 10'-6" 1'_2" 1'-2" 10'E" 1'-2" TERMITE TREATED FILL
l 2x6 F.T.
10" 2'-0" 261_2" 4'-6" 4'-6" 61-4" 4'6" FINISHED FLOOR
BOTroM PLATE 394 8th. Street
3 Atlantic Beach, Fl. 32233
48'_10" � .:•
001
Sheet•�`\ w
¢
\ : Drawn By ARJ
Sheet
FINISHED GRADE 00 IAN
S�A,P� 0pP4�DPS i i i U Date 05-15-2015
OScale 1/4" = 1 -011
FOOTING PeR of.
ENGINEERED Plan Q
DRAWINGS Custom (�
I I 1C/ \L WALL SEC I lON Written dimensions shall have precedence over scale dimensions.
Contractors shall verify and be responsible for dimensions and
SCALE:1/2 P-0" - conditions of the job.
Northeast Florida Design,Inc. hereby re5erve5 its Common law
copyrights and other copyrights In the5e plans,designs and ideas
QIO These plans,designs and ideas are not to be copied or Changed in any
manner or farm whatsoever,nor are they to be assigned to any thir
J party without firs
d
t obtaining the express written permission from
Northeast Florida Design,Inc.
y�
12627 San Jose Blvd
Suite 902
orrheasr Jacksonville, FL 32223
Florida Design,Inc. 904.260.3319
NOTES
1. DOOR SILLS ARE NOTED FOR ALL EXTF_KIOR
DOORS - REFE=R TO MANUFACTURERS
51"ECIFICATIONS FOR KEOUIRED SLAB RECESS
4a o FKIOK TO POURING CONCRETE
241-4" 19'-2" 4'-6"
4'-4" CONG
Sf00
— — — — — — — — — — — — — — — — —— —— —— — — — —
28 SILL -
------------------ --_-_-____--
J
WALL
FOUNDATION J
I I � 4"
CONC. I FASTEN SHINGLES PEK LBC 8905.2.6
SLAB
1 I I 30#MIN.FELT FASTFNED PER FBC K905.2.7
SLLO I o
1 .1l MINI 6'j
I �
1 OSB ROOF SHEATHING
I I �
I z
I o I ENG.ROOF TRUSS
I �. flSULAFIIION SEE CONNECT OR SCHEDULE
o AT RooF DECK 12
N w 4 q TOP of PLATE 6, 8 OR 9
I I I vz"CKYWALL
I 1 6"GALv.EAVE DRIP
N I N I FASCIA WRAPPED
N I (2)2x6 F-d W/HAKDIE
I I o
TOP PLATE
ELOPE
I
1% MIN. I VTNTILAI IP HARDIE SOFFIT
I
1/2"DRYWALL
WOOD DECK JOISTS
2'-4" 4'' 1'-9" 2'-11" 1'-10" I HB + PER ENG.PACKAGE REVISIONS
Q STAIRWELL BUMP OUT 07/10/15
.ea -- -- --1- - - - '- - - - - -- - - - -
v Ir ____-------- o LA?5ID1NG
_ ----- ------ 07/10/15
A/C -- r----, hI N I
tE;r mwALL t - - — -1 e Ro METAL FON TURRET_ _ _ _ _ _ L2" FADED
COMP. j I — — I DS PER
x I wd I u u n n I rNGRA PEG. I
L FOUNDATION 11 u n n
TGASWHSI I SLAB _ID �� - 4�_4„ 4 Q �Ig,�,ll II II I R-19INSULATION
-- 4"CONIC, � I n n n
I I ..- I \/ i --I—THICKENE-ASE J II n n I _
iv I I iv vi - --- --� N GA - ---ii ii iiSTU61 I I VAPOKBARKIER.SIALEDAT
o
GAS I -------------- — i -\-- ---- ----- - J_L- rr-------1 6 2 u� - - - - GAS---- I - S
l or& 8011 OM PI AI 1- _
STUB 1 --- .1..� 2x6 STUDS SPACED PIR ENGINI'_ERS PKG.
I — — — — — — i F y I 5/4"TEG SUBFLOOK
I —— —— — — —— — — w w vL �— 7/16"0513 WALL SHEATHING CS yyTH[CKEN EDGE I RAVEKSID
Q7 I I U Lc \L \L I I I Ev
REF. —r 2nd FLOOR 2x6 BQTTOM PLA]E
-+-I E--------------------------------- I I
FINISHED FLOOD
IJ I SINK w/ I I PLATE HEIGHT HOM'" S
I rr
I STEM WALL D/W DIS?
FOUNDATION FLOOR VERIFY
-- r —, 1 I
I FIELD A/ Iii ii ii LOCATION I (2)2x6
I /\ ;I II I I TOP PLATE I Build With Confidence
��J I I ]HEULATED OPIFN
WEB FLOOR JOISTS
I 1a'-4" 6 6" 2'�" Q" I I I 414 Old Hard Road, Suite 502
N I I I I 1/2''DRYWALL Fleming Island Florida 32003
cr1uNG
4"CONC.SLAB W/FIBERMESH OR L--- \ \ Office: (904) 264-6553
o 6x6x10 ll ON 6 MIL VISQUEEN Fax: (904)269-2729
OVER GLEAN,WEI-L COMPACTED FILL V A\
A V 1/2"DRYWALL
Lot 6
FLOOR OUTLEF A `�
FIELD VERIFY SEE ENGINEEREa
LOCATION m 2xo STUDS SPACED PER
SPECIFICATION! ENGINEERS PKG Sherry Terrace
1/2"27 THRF_/]DE
1 I I I RODS PEA
5Z-8" I I ENGRS PKG. LAP SIDING
HBI I o
H — THICKEN EDGE - - - -- -- I E I K-191N5ULA11oN
- - - - - - — - - - - - -- -- -- - - - - - - �\ I
- -- -
I I
N + \ J 4-- TYVEK(OR EQ)HOUSEWKAP
6°SILL 5 SILL ` \ // 4' CONC SLAB W/FISP KMESH OR
r _ — •x \ , < 6x6r10 W WAM.ON 6 MIL VISQUEEN I S Brighton Residence
13'-4" 6'-5" \ V / i/16"OSB WALL SHEATHING
1 \ \ STEM WALL / / OVER CLEAN,WELL OMPAr1 ED
1 \ FOUNDATION TERMITE TRLATFD FILL
I n II u n n n u I \ / /
II II II II II II II \ .� \_ - - - - n / J
WOOD DECK JOISTS 2x6 P.T.
II II II II II II II
/ BOTTOM?LATE
I I I I I I I I I II PERENG. PACKAGE ` \ `� J FIN SHED FLOOD
I . . .
101\i
,�%,,� �\ tl: Foundation Plan
i ii ii i\ n.
394 8th. Street
I I I I I I I I II II I I I I � SfEM WALL I \\ \\ \
ION I � vi Kiwi i . w �� FINISHEDGRADE Atlantic Beach, Fl. 32233
�- - - - -- - - -- - - - - - - - -- [FOUNPA
II I I /
L — — — — — — — — — — FooILNG PER Drawn By ARJ Sheet
- -- - - - - - - - - - - - - - - -
- -- -- - -
" 26'_2" 4'-6" 4'�" 61 4" 4'-6" I NGINEEKED Date
4a o„ DRAw]NG5 05-15-2015 3
Scale 1/4" = 1'-0"
TYPICAL WALL SECTION Plan of S
FOUND/�TION AYOUT
Custom
SCALE 1/2"_1-0
Written dimensions shall have precedence over scale dimensions.
Contractors shall verify and be respon5tble for dimensions and
conditions of the job.
.NOTE: Northeast Florida Design,Inc. hereby re5erve5 Its common law
copyright-and other copyrights in these plans,designs and ideas.
FOUNDATION FLAN FOR CONCRETE FORMING AND I he-e plan-,de-igns and ;deal are not to be copied or changed in any
FLUMBING LOCATION REFERENCE ONLY. REREFERQIo manner or form whatsoever,nor are they to be assigned to any third
�� party without first.obtaining the express written permission from
+�
TO ASSOCIATED ENGINEERING DRAWINGS FOR � Northeast Florida Design,Inc.
FOOTER LOCATIONS AND DETAILS. VJ'O
12629 San Jose ]Blvd
Suite 702
Nortbeast Jacksonville, F1, 32223
Florida Design,lnc. 904.260.3319
NOTES
GABLE END PIMENSIONAL 2'4"X 4'-0"FIXED ,
_ SHINGLE ROOF WINDOW,FLACK OUT
- __ ---- _-- TOP OF BUILDING
6:12 ti 6:12
Ll LJ111 LE-L]
6"FFEZE TYP. 12
---------- c---i 9
r�--------------- --
u
HIJiD HEIGHT
LULLUL
STANDING SEAM
4� II II II
METAL ROOF
NICHIHA OR FAR DIE
o SHAKI'_S TYP.
n u f1
II
II
---------=— CJI II —j; N o � "` - HEEL AT TRUSS
N
HEEL AT TRUSS «ic
w ----- —
qc� PLATE HEIGHT PLATE HEIGHT
� - -----
it
Co 1
' VI
----��-- - --- V
[IVTILAEED HAKDIE---------------------------------'`------1 -----------
--------------------------------------------
m i --- � -
RIDGE
� SOFFIT-16"OVERHANG
Q0
NICHEA OK MARDI
s y
II II N II ci n am PLAN,SIDINGTY _Z
' II II II II II II �� a I I O O
L===J 612 y - 6"HARDIE OR
N 6"HAP ME
r==- j -K�` NIGHIHA TRIM TYP. TRIM IYP.
Fa
QJ
JQ- d a
9:12 9:12
F� yip i- 0 9-2"h RAILING TYP.
I I
FINISHED FLOOR FINI5HED FLOOR
ii I1 IIVPI-I'E I� ----- - -
`❑' o ij d<o 11 yr by - PLAT[:HEIGHT __ _ ___PLATE HEIGHT -
a/ II d a
II II � 8:12 8:12 REVISIONS
STAIRWELL BUMP OUT 07/10/15
L — � –– ' METAL ROOF ON TURRET 07/10/15
d a = 14"X14"COLUMN
912 9:12 4X4 P7:POST FOR =ie
o BEARING TYP. o
O
GABLE END
'C� o o (\ I FINISHt-D FLOOR _._ :.. ..: 8"BANDING TYP. --NISHIL— FLOOR `
'\SCALE: 1/8.. -0"I xJ GRnDe .. URAD[D
1
BANDING TYP
FKONT ELEVATION HOMES
Build With Confidence
414 Old Hard Road, Suite 502
DIMENSIONAL Fleming Island Florida 32003
SHINGLP_ROOF Office: (904) 264-6553
Fax: (904)269-2729
__ HErL oN TRUSS
JLLLLULL
--------------------
---- 6"FRIEZE W. Lot 6
12 -6 _—_ _ —__— _ _— - - —__ HEEL N TRU55 Sherry Terrace
6
HAP PIE OR NICH[HA �
SHAKES TYP-
12
8 �
DIMENSIONAL
5HINGLE ROOF
i
N` HEELAI-TRUSS
__— - - --__-----_
PLATE HEIGHT PL�_f�HEIGI�( Brighton Residence
�� ■ VENTILATED HARDIE
SOFFIT""-16"OVERHANG
DIMENSSHINGLE Roof Plan/ Elevations
_16 EllsH[NGLE RooF
11 EJ. ATTIC VENTILATION AREA CALC'S
394 8th. Street
42"h RAILING TYP. Excerpt of the 2014 Florida 1301d1nq Code, Residential Atlantic Beach,Fl. 32233
8806.1 Ventilation required
Enclosed attics and enclosed rafter spaces formed where ceilings are applied
12 directly to the underside of roof rafters shall have cross ventilation for each Drawn By AR1 Sheet
FINISHED FLOOR 6 FINISHED FLOOR separated space by ventilating openings protected against the earance of rain.
— --—--— — -- — - - — Ventilating openings shall be,provided with corrosion-resistant wire mesh,with
1/8 inch (3.2 mm)minimum to 1/4 inch(6.4 mm)maxirnun openings. Date_ - PLATE_HEIGHT PLATE HEIGHT -
8806.2 Minimum Area 05-15-20I5
The total net free ventilating area shall not,be Ess than 1 to 150 of the area of
® E=1 ® the space ventilated except that the total arca is penrutted to be reducodl to Scale 1/4n e 11_011
1 to 300,provided at least 50 percent and not;more than 80 percont of the
required vem:ilating area is provid d by ventilate�located in the upper portion Of
HARDIE OR INIGHIHA of the space to be venula Ie d at, cast 3 feet(a14 mm)above cave or cornice Plan Custom
COLUMN PLANK 5IDING TYP. vents with the balance of tie required ventilation provided by cave or cornice
venter As an alternative the net 'res cross-ventilation area may be reduced to
4X4 P.T.POSE FOR 1 to 300 when a vapor barrier having a transmission rate not:exceeding 1 perm
-JeBEARING TYP. -im RAO .3 . Cl . Pa)is installed on the warm side of the ceiling.
6"HARDIE OR
NICHIHA TRIM IYi . R806.3Vent Clearance
K H — r Where eat c of cornice vents are installed,insulation shall not black the free flow Written dimensions Shall have precedence over Scale dimensions.
ff M M KH in air. minimum a binch(25.4 t rho
space shall be provided between the Gonl:racl:oi^5 Shall verify and be responsible for dimensions and
ALUM.RAILING PER EM ff
insulation
roof and the root sheathing at the location of the vent. conditions of the job.
BUILDER TYP.
Northeast Florida Design,Inc. hereby reserves its common law
ul —3 copyrights and other copyrights in these plans,designs and ideas.
FINISHED FLOOR
FINISHED FLOOR 1 hese plans designs and ideas are not:to be copied or changed in any
---- _
hti
yrvor,nor are rhwy
or
god to any
AY
SULATION
NMI H - - — - - _ mparty with u- fi 5O taming the exp ss wr t,ten Ips mission frohmrd
o �� Q t ob
r-' „ GRADE CKNNO VENT�J Wre Northeast Florida Design,Inc.
_ 10 SAWING TYP. g gAN�ING TYP. t for t
GRADE
- - -- 12"X12"COLUMN 12EQUI�ED ` r
FIGHT GIDE ELEVATION NEARING-1 YF FOR
12627 San Jose Blvd
Suite 702
ortheast::.: Jacksonville,Y FL 32223
Florida Design,Inc. 904.260.3319
NOTES
ATTIC VENTILATION AREA CALCIS DIMENSIONAL
SHINGLE ROOF
BUILDING HEIGHT
Excerpt of the 2014 Florida Building Code, Re516erltial
8806.1 Ventilation required
_ Enclosed attics and enclosed rafter spaces formed where ceilings are applied
directly to the underside of roof rafters shall have cross ventilation for each 12
separated space by venHintine openings protected against the entrance of rain. 6�
Ventilating openings shall be provided with corrosion-noostant wire mesh,with
1/8 inch(3.2 mm)minimum to 1/4 inch(6A mm)maximum openings. I�
8806.2 Minimum Area
The total net free ventilating area shall not be[o55Khan1 to 150 of the area of
the space ventilated except that the total area is permitted to be reduced to
'I to 300,provided at least 5o percent and not more than 8o percent of the
required ventilating area IS provided by ventilators located in the upper portion 6"FRIEZE IYP.
of the space to be ventilated at least 3 feet(914 mm)above cave or cornice
vents with the balance of the required ventilation provided by cave or cornice
vents. As an alternative,the net free cross-ventilation area may be reduced to
1 to 300 when a vapor barrier having a transmission rate not exceeding 1 perm
(57.4 mg/5.m2. Pa)Is installed on the warm side of the ceiling. HEEL AT TRU5577,
_
8806.3 Vent Clearance PLATE HEIGHT
Where cave of cornice vents are installed,Insulatlon shall not block the free flow
of Jr. A minimum of a 1-Inch 125.4 mm)space shall be provided between the
Insulation and the roof Sheathing at the location of the vent.
VENTILATED HARD[E
SOFFIT-16"OVERHANG
DIMENSIONAL
El El
SPRAY FOAM INSULATION SHINGLE ROOF
AT ROOF DECK, NO VENTS Cp
I.
REQUIRED
42"11 RAILING TYr.
FINISHED FLOOR
PLATE HEIGHT _ PL/Tir HEIGHT y
REVISIONS
TR00F END x.10.65
HARDIE oR NICHIHA METAL ROOF ON TURRET 07/10/15
PLANK 51DING TYP. 14"X14"COLUMN
4X4 P.T. rA5 L FOR
6"HARDIE OR BEARING T"P.
NICHIHA TRIM TYP.
ALOW1.RAILING PER
DUILDI=K TYP
FINISHED FLooR flNISHED FLaoR
.. a°6ANDING r'P � q
10 6AND[NG I YF. j� (!'"��
GRADE—-- �`- —GRADI> +� I V E V I D E
LEFT SIDE ELEVATIONHOMES
Build With Confidence
414 Old Hard Road, Suite 502
Fleming Island, Florida 32003
DIMENSIONAL Office: (904) 264-6553
SHINGI-E ROOF
Fax: (904)269-2729
Lot 6
HEELONTRUSS _—__—__ -- _ —__-- -- -- - Sherry Terrace
WlifiOW
iuLLLLLLI SHAKE
STANDING Sf_AM 2X3AF
oOiDl"G NG
MEztz uour RIP
TAL ROOF a 2e3
8� Arrcorsure FLn4im� A
2X2 W/NU;(4"SPACE R-Kq LNSULA40N
SEE EL-cV.FOR DETAIL
2X6 ffiUD5
ANDF0 I MI MEMDRAU��. Brighton Residence
PLATE HEIG Ovisoif SHEF II n'v UP WALL
—' iXh EA.SIDE AND P05I MIN 2'. V2"DRYWALL
DECKING 2X6 SASE PLATE
SLEEPERS RIP
VEIVCILATED HARDO- stove soLevtL
SOFFIT-16''OVERHANG
2xI2 rcaLeR
MIN.2X4USE ' ii
IE ffl F1 61 NE..DED,DwER ! Elevations
El 11 F IH� - - - - - - - - - - - -
oKl ON1X6 EIpOK 1RU55
/ A 1X6 T&G
394 8th. Street
DRIPON1i
_12 22Rei°Pr`"n Atlantic Beach, Fl. 32233
I I
6 6 AM PER ENG.W/
BFAId?ED I_I9G.
SEE ENGINEERED X Ovlo[AF+ X
6"FRIEZE TYP. IXI2 oNk rtr,RmG
FINISHED FLooR � ARJ
-------
SPECIFICATIONS y 11
/6 Drawn By Sheet
?` ------ Date OS-15 2015
- PLATE HEIGHT5
vi _T
Scale 1/4" = 1'-0"
LL HARDIE OR Plan of 8
NICHIHA TRIM TYP. Sk SECTION AT DECK(F0F\CH) custom
HARDIE OR NICHIHA
PLANK SIDING TYP,
O
SCALE: 1/2"-1'-0H
NIHARDIE IM Written tor55ion5 Shall have precedence over scale dimensions.
NICHIHA TRIM TYP- Contractors shall verify and be responsible for dimensions and
conditions of the job.
Northeast Florida Deeign,Inc. hereby reserves its Common law
ht.5 and other
In
oqn5 and
FINISHED FLOOR cee INarIP,deecons and�dea bare nottto be copedorchangeedina n
5.
o . 10"13ANDiNGTI'P.. .r. meay g
`Q'�� p 5 A any
————— hat5oever,nor are they to be is5 aned to rn thir
. -" -_ 8"BAND]NGTYP_ ".. . . p e tfir5�ob heal5�FloridarDe55 wr � i; Ory d
" GRADE .. . ;. our,
5ig Itten perrni55iori from
th
N _ . .. '.. .. ., ..._ ;. ... . u o � - i a n Inc.
aX
12712''COLUMN
4X4 P.T. POST FOR 12EAP\ ELEVATION
BEARING TYP. 12627 San Jose Blvd
Suite 702
orehcast Jacksonville, FL 32223
Florida Design,Inc, 904.260.3319
I
I
NOTES
/-- 1. KITCHEN OUTLETS TO BE PLACED UNDER
CADS. IN FL UG MOULDING
2. ALL INTERIOR OUTLETS TO BE PLACED IN
N
v `v iRRIGATIO
CIRCUITISI Fl DASEBOARDS
--
F/�— y� PRF-WIRE& i 'i�
(II) G.D.O. I 1 BRACE ONLY , I olo
I
- - - --- -- -- -- -- --
J1,1111D
°
SERVICE.
G.D.O. `\
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LOCATE &
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PANEL BOX ++ 1 /
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s I 1
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-- -- ---- ----
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COMP. F / I / –Fl� s— p
_ OUTLET—� I /�4_ ( I i i/ SEC.5Y5. LJ O vv o 0
AHU AHF i=- \ UNDER / 1- ` ------ / I ( \ Q \ rKEO'IKI ,
REVISIONS
l-ANKu=s� O I ( ,--_-_-� -DESK ------ I ( \ (1 1) �' ;- , ,;�0 STAIRWELL 13UNdF OUT 07/10/15
GAS WPI I I ' GAS GAS I I Q Lul i V '%'---- METAL ROOF ON TURRE-T 07/10/15
GASI Q s0 STUB STUB vv i `` _ v i i v l i `--
sTU 5 \
O qp
IGH _ _ OUTLE MOULDING 4 __---_-OUTLLTMOULDING '
1 –
AB VF_ REE. M/W GAS RANGE W/ �.
CIRCUIT MICRO HOOD I , \\ C \\ \\\�
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AV v 1 D/W W/FISP.
I0I RAVER' , SIDE
Ir i ii a
LFRE-WIFE&
\ o _ '\
FLOOR `\ 0 r— —— ————
LY
- � i \` II BR
ACE ONLY
OUTLET PREWIRE&
RON
--- \A \A
v
HOMES
RE-wlRi-& ---_ '---`\\ Build With Confidence
P
xBRACE ONLY �''_ �_/ I I \ \ I �_\\ `\ \ PRE-WIRE& /
' \`\\ \`\ `\ \\ BRACI- ONLY i
-- - 4I4 Old Hard Road, Suite 502
I ( \ I I Fleming Island, Florida 32003
/' ------ I I Office: (904) 264-6553
-_- \ \ I Fax: (904)269-2729
El
FLO02
OUTLET
`. �� Q � � �'`- ----------' '``-------- '-� � � Lot 6
1 1 I.I \,1 I \ I I PRE-WIRL& I I
' ; `vv ' I ' BRACEONLY ' I Sherry Terrace
I I I I ------ C) "
---- - -- -- --- - - -- -- -- -- - - --
1,� I I
it
it
I I I I
I I Q. I I i I PROVIDEGFCIAND ARC
FAULT PROTECTION AS I V 2ND FLOG EILCTf�IC/ \Q IL FLAN
I I I I i i i
PRE-WIRE& REQUIRED SY CODE
Brighton Residence
BRACE ONLY I I i RUN CUNDUIr
FOR LANDSCAPE
LIGHTING
`\ - -- -- -- -- --- -
- I
\\ I I
__ __ __ __ __ _ _ _ __ E LECTI2IG L LEGEND THIS DRAWING IS NOTREQUIREi Electrical Plans
\ / AS PART OF THE PLAN REVIEW
r 110 DUPLEX OUTLET CEILING MOUNTED LIGHT DOCUMENTS PER FBC-R, 394 8th. Street
_j 0/ THEREFORE IT IS NOT REVIEWEQ
HALF-SWITCHED OUTLET PULL-CHAIN FOR CODE COMPLIANCEAtlantic Beach, Fl. 32233
GFI DUPLEX OUTLET (> WALL MOUNTED LIGHT
WEATHER PROTECTED OUTLET QPECE5EDLIGHTFIXT
URE Drawn By Sheet1GT FLCGp ELECCpCpLFLCN WP/ot
ARJ
=& CEILING OUTLET SPOTLIGHT Date 05-15-20156
® FLOOR OUTLETA EXHAUST FAN W/ LIGHT Scale 141' = 1'-0"
& 220 OUTLET 0 ELECTRICAL NOTES of EXHAUST FAN Plan Q
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FFOM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO Custom O
0 SPECIAL PURPOSE OUTLET ® FLUORESCENT FIXTURE BE: 12" AFF (GENERAL)- KITCHEN 44" ALL BATHROOM 39"AFF- LAUNDRY ROOM 36"AFF- EXTERIOR
SWITCH CARRIAGE LIGHT WATERPROOF 12" AFF TO 42"AFF -GAFAGE GENERAL PURPOSE-44" AFF
2. ALL TRIM PLA1ES& DEVICES 10 BE GANGED,WHERE POSSIBLE
3. ELECTRICAL SWITCHES TO BE AT 42'CENTERLINE ABOVE FINISHED FLOOR. Written dlmen510n5 Shall have precedence over scale dimensions.
e J-WAY SWITCH DOUBLE FLOOD LIGHT 4. ELECTRICAL PLAN IS INTENDED FOR 51D PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT Contractors Shall verify and be responsible for dimensions and
ACCORDANCE WITH THE NATIONAL ELECTRIC COPE, LATEST EDITION, BY A LICENSED ELECTRICALconditions o the job.
4-WAY SWITCH m PANEL BOX CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL.WIRING&
ACCESSORIES. Norchea5t Florida Design,Inc. hereby reserves Its common� law
o DIMMER SWITCH 0 SMOKE DETECTOR 5. SMOKE AND CARBON MONOXIDEDETECT-ORSL.SHALL BE IN ACCOFDANGE WITH 2014 FLORIDA BUILDING copyri^5 and other copyrights in these planS,designs and Ideas.
The5e,plans,deSlgnS and Ideas are not to be copied or changed in any
CODE SECTIONS 8314 AND R35b manner or form whatsoever, nor are they to be assigned to any third
0 TELEPHONE °° CA12AON MONOXIDE DET. 6. PROVIDE AFCIS (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SEC TION 21 party without first obtaining the express written permission from i
7.GFI, (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER NEC, SECTION r No heart Florida Design, Inc.0 CADLE 7V 210-g
PREWIRE & 6RAGE
CEILING FAN WITH LIGHT
92627 Saar Jose Blvd
Suite 702
ortheast Jacksonville, FL 32223
Florida Design,Inc. 904.260.3319
NOTES
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UNDERLAYMENT DETAIL [DETAIL �h` ` ,
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. ' "' ` ✓' ✓ ,� ,: �r STAIRWELL BUMP OUT 07/10/15
W�3iNdF.dPRHYCN37CF ✓y ..••,
METAL ROOF ON TURRET 07/10/15
. 4 s� •aY r �t w Q� � � .
arxk x Iksw d✓"' .. ..
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WmtH uteEresH � ma y,/ WALL NG-STUCCO NTS OFF-MEIGEVENT NTS
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STEP 7 . .,r P � � �'EI� �
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W ` ` IIIkI1C FLASHING 1t�tSTLittTl{ f T7ETILS hd,T,S.
9'ief7i4" n ...,--..""....✓' YEia mr ,. .`�, '.r�i.Y?. civ Y
NUNN NOUN
Build With Confidence
%r 414 Old Hard Road, Suite 502
SHINGLE NAILING - Fleming Island, Florida 32003
ROOFING DETAILS DETAIL DETAIL Office: (904) 264-6553
WALUKICKOLIT FLASHING NTS
vaisH i aaL% .1YAs � z�n...saaz .�,inea. -.. NYS WALL FLASHING-LAP;NoiNG NTSFax: ( i
904)269-2729
Lot 6
Sherry Terrace
v _ RT
t ; STEP
Brighton Residence
..... .
-___ -
Flashing Details
W, ti1tYHItYY _ , 394 8th. Street
d
Atlantic Beach,Fl. 32233
-W Drawn By ARJ Sheet
STEP i STEP
T Date 05-15-2015
_w Scale 1411 = 1 -011
- Plan of Q
custom O
_ w
a ,
xH Written dirriensions shall have precedence over scale dimensions.
a
a Contractors shall verify and be responsible for dimensions and
J
conditions of the job
xy Northeast Florida Design,Inc. hereby reserves its common law
d«
copyright5and other copyrights In these plans;designs and ideas
w u _ These plans,designs and ideas are not to be,copied or changed in any
STEL` 2 STEP S dQ manner or formwhataoever,nor are they to be assigned to any third
U
y without first obtaining the express written permission from
Northeast Florida Design,Inc.
vy��
DOOR FLASHING INSTALLATION DETAILS : .
12627 Sawn Jose Blvd
�...:.,.
Suite 702
oxthemt:::: Jacksonville, DFL 32223
J ,
Florida Design,Inc. 904.260.3319
i
NOTES
TUFF STEEL DECK RAIL
FASCIA TO WALL TO DECK DECK TO WALL FLASHING
URETHANE CAULKJOINT FLASHING INTERSECTION FOR STUCCO
(TO BE MAINTAINED) 1/8"-3/10'
GRAVEL STOP
LI-DEK SYS EM ICC-ES ESR BUILDING PAPER TO
P
2097 ' S UNDER SR 26 GAUGE GALVANIZED LAP OVER METAL
BONDERIZED SHEET PLASHING
METAL FLASHING
s
MIN.2'X6" 26 GAUGE
&L7Ai BONDERIZED
E Z THE PLI-Ii SYSTEM Ii ESR-2041 L-h1ETAL
E TERMINATES AT THIS POINT %
CAULK INSIDE AND o r` STUCCO SYSTEM TYPICAL
OUTSIDE FASTEN-RS
..
FASTENERS PER MIN.2"X6",26 GAUGE
( GALVANIZI-D, BONDFRIZI-D
STRUCTURAL) DECK-T4WALL FLASHING WALL
516"MIN EXT.GRADE WITH STUCCO STOP FOR ' NEEP-SCREED PLASHING
PLYWOOD STUCCO AND EFS SYSTEMS
2
(3/4"RECOMMF_NAE ) _
SLOPE 1/4"PER 12"
V Z
EXTEN51ON METAL TO
BE INSTALLED BEHIND DECK
TO WALL FLASHING
4" AND PRE CAULKED f
BUILDING PAPER -�
"FO OVERLAP 4''MIN. .�..
BASE FLA IE AS REQUIRED 5TRUCFURAL PLANS DECK SURFACE
0 0
STEEL POST PER STANDARD GUARDRAIL PANEL I 50mm
° ° (2')H11N
�i
5/8"MIN LXT GRADE PLYWOOD
SLOPE 1/4''x 12" REVISIONS
APPLY MANUFACTURER'S RECOMMENDED JOINT / 5/8" MIN EXT. &RADE STAIRWELL [3UMF2 OUT 07/10/15
SEALANT AFL ER COMPLETION OF PLI-DEK FINISH I BUILDING'PAPER TO APPLY MANUFACTURERS RECOMMENDED PLYWOOD
COAT.THE PLI-PER SYSTEM TERMINATES AT THE BE INSTALLED BEHIND JOINT SEALANT AFTER COMPLETION OF 0/4" REGOMENDED) METAL KOOF ON TURRET 07/10/15
BASE- OF RISER.SFALANT WILL NEED TO BE SHEET METAL 0 THI5 PLI-DEG FINISH GOAT '
MAINT AINED SLOPE I/4 PER 12
POINT MIN.2"
PLI-DEK SYSTEM FASCIA METAL
ICG-E5 E5R-209"f
THFU-DOLTS OR LAG BOLTS FEF STRUCTURAL PLAN DECK FLAN VIEW
BLOCKING AS REQUIRED PER STRUCTURAL PLANS -
_ BFAMS MAY OCCUR Z, 5 LB1 -
&AI VANIZED (DIPPED) EXPANDED DECK TO WALL FLASHING
THRESHOLD FLASHING ovERLAPPEo w MM(�3/4") Ar EDGES ..�rl�ll��' ,�
FRAMING 410 MM(b'°)
WALL O.G. MAX
IVERSIDE
DOUBLE FLASHIINS FOR 50 TO 152mm (2" TO b") STEP-UP OVERLAP LATH ON THE THRESHOLD
1�
PLASHING TO THE EDGE
OF THE DECK 5URFAGE LASHING PEXTERIOR LYWOOD LEIS/8•I
MIN WITH 5.2 MM i HOM ' S
THRESHOLD FLASHING CAP BETNEEN SHEETS
a■
FLASHING PAPER TO Build With Confidence
�YMANUFACTURERSTC R6GOMHOONNDorr I COVER SEAMS IN PLYWOOD 4l4 Old Hard Road, Suite 502
PLI-DEK FINISH COAT. TE PLI-li SYSTEM I 50 MM (2') MAX.
MIN 3' TERMINATES AT THE BASE OF RISER I
POST FLASHING DRAIN --L_ — Fleming Island, Florida 32003
GALVANIZED BONDERIZED DECK Office: (904) 264-6553
CAULK BETNEEN FLASHING FLASHING MIN 2" ON DECK AND
AND THRESHOLD,AS WE L HEIGHT DEPENDS ON RISER SIZE I Fax: (904)269-2729
FACE NAIL (A MIN OF AS BETN�1 DOOR JA OVERLAP WALL TO OEM FLASH
TWO NAILS PER 5100 AND THRESHOLD 4' ON EITHER SIDE. I (,
AT THE FLASHING ON I Lot V
EACH SIDE OF P05T A IGS ESR 209 7 —I—— 1— L
FASB I
l l r TOP o�N& I Sher Terrace
t i l l l t l FLASHING, Sherry
ENGIN
TAIR FLA5HIN& 1.1
PLASHING 15 SECURED MIN 2' EE ENG
TO 51USPLooR NUT- NAILS —ZSPECIFICATIONS
OFFSET METAL LATH ED6F5
ON ALL SIDES 152 MM(b") MIN FROM
CAULK BETWEEN f`LA5HIN6
AND GOMPRE55 TOSETHER 5/8' MIN.EXT.GRADE PLYWOOD SEAMS
APPLY MANUFACTURER PLYWOOD POST < RAIL-/ FLASHING
RECOMMENDED JOINT SEALANT
ION TS (5/4' RECOMMEND®) FLASHINGAFTER COMPLET .
PLI-DEK BASE GOAT AROUND
SLOPE 1/4u PER 120 Brighton Residence
BASE OF POST. PLI-D9G SYSTEM
TERMINATES AT THIS POINT
GALVANIZED,26 GAUGE,FLAT METAL &SW TO BE COATED ON ALL VERTICAL
INSTALLED ON ALL CORNERS OF THE PLASHING
Posy AND NAILED To TFASTENERATTERN FORE 5us5TRATE FASCIA METAL FOR STUCCO, METAL LATH F
EIF5, OR SIDING lashing Details
POST Ii NOTal MOOD TRIM 394 8th. Street
AROUND PERIMETER C
(PER PLAN) BASE(OPTIONAL) IN THE FIELD RUN METAL LATH To EDGE 4" Jb•ro a(,• 251 ( 1/2') oz.SEALAAtlantic Beach, Fl. 32233
I P05T I/2'DEEP® SEALANT OF TE HORIZONEAL SURFACE 3 GRAVEL STOP ((12 T FOOT) ON OVERLAPPED
LATH SEAMS
5' ABOVE DECK Si
AROUND PERIMETER OF //7tDrawn By Sheet
POST IAC I EES ESRC INR IE SEAM PAPER Date SEAM COVERED ARJ
26 r2 BONDERIZED PLI-Ii SYSTEM AND STAPLES I Uj' OG. OVERLAP LATH 05-15-2015
2-PIECE SHEET 10G-E5 ESR-2097 26 SAUSE 19mm (3/4") min.
METAL SADDLE 1/4' = 1'-O
IZED
MIN.4' LAP FULLY BONDERIZED DERIZED N Scale
GALVAN
of
BIN SEALANT `' TTS Plan
(ALL 4 SIDES OF POST TO Custom
EDDED 8
BE FLASHED)
0 0
WOOD BLOCCIN6 OR
. PLYWOOD EXTENSION
MAY VARY AGGORDIN6 Written dimensions shall have precedence over scale dimensions.
'• .
TO FASCIA APPLICATIONS O Contractors shall verify and be responsible for dimensions and
vEcic sHq�TING POST CONNECTION PER
STRUCTURAL _ conditions of the job.
5/8' MIN EXT. &RADE PLYWOOD ij Northeast Florida De51gt Inc hereby reserves Its common law
0/4" RECOMMENDED) A NA 7 copynehte and other copyrights in these plans,designs and ideas.
FLOOR J015T OR BLK'G- SLOPE I/�I' PER 12' BITUTHANE/BUILDING PAPER hese plans,designs and Ideas are not to be copied or changed in any
CONNECTION POST PER manner or form whatsoever,nor are they to be assigned 1:o any third
STURGT. party without first obtaining the express written perml55ion from
BUILDING PAPER Northeast Florida Desw,Inc.
50m (2") O.G.
------- _._____„_,r _,- _. _ . ... .>.. ---,.-- AROUND PERIMETER
*MAY APPLY"0 BASE 19mm ("34") MIN.
GOAT AT POST BASE TO NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER
DIVERT WATER (PLYWOOD SEAMS) STAPLE EVERY 1 1/20 O.G. 12027 San Jose]Bled
IN] Swipe 702
ortheast:::. Jacksonville, FL, 32223
Florida Design,Inc. 904.260.3319