1734 MARITIME OAK DR - ARCH DRAWINGS 301-111, 61-1011 NOTES
V 3'-6" 4141 V "z 49'-11" 1. POORS AND WINPOWS ARE APPROXIMATE
MIRR ROD&SH FINISHEP SIZES; KEFEK TO MFG'S
(n (D SPECIFICATIONS FOR ROUGH OPENINGS PRIOR
M LL LL 7
LL <
WC we TO FRAMING
C�
06 2. ALL EXTERIOR WALLS INSET 1/2" TO SET 0513
DATH #3 C�' ATH #2 LU
a 111-101, IT-4"
>< WIG 9'CLG. FLUSH TO FOUNDATION
9'CLG. GLG.
9'CLG. 9'CLG. 42"h WALLJ 7 2'-6" 21-0" 21-611 74" A/C T
7 C W1 CAP 14 COMP. 5. MUP, LNPRY ANP WIC DUMP INTO GARAGE 2'
NTRLS
Cq 4. PKT. POOR AT DATH -92 AND 5ATH #,�5
3056 SH 2"20 FIXED 2020 FIXED H.13. TANKLESS G AS <t 5. FULL WALL AT LOFT SATIRWAY
SILL 2'-6"AFF SILL 0 6'-0"AFF SILL 0 6'-0"AFF GAS WH 5TUE3 UTILITY YARD
6. PAVERS AT FRONT PORCH
UNIT-ACCESS PANEL WITHIN
U-1 !c ROP&SH 7. TANKLESS GAS WH
.... . ........ AIR HANDLER
(D C) AHU IN 60F ATTIC ACCESS -SOLID FLOORING,
Cq r- d)
ATTIC WITH NO ODSTRUCTIONS WITHIN 30"OF T�Q PEE
-1 �S) U- 5. GAS PACKAGE W1 4- PROPS
........ APPLIANCE ACCESS PANEL U- 0 STANDING
< < 9. 36" GAS COOKTOF W1 VENTED HOOP, 1)[3L.
0
TUE3
<
>< OWNEf�5 OVENS, MICRO PRAWER
�0 C�' L Lc�j Cq ly N
>< 0 1
CNq m wic
ROD&SH ............. DATH
5EP #2 10'CLG.
0
5EP #3 31-511 41-2-1 10'CLG. 4'-011
Cq 13'-4"X 12'-6" OWNERS
11'-5"X 12-6
9'CLG. SUITE
A/C CHAS
n 14'-6"X 16'-6"
LIJ < 7
L 0-) ROP&SH
10'CLG. �90 0 0 MIRK
cl� C-']
(D b -1 1
LU
C N T-P\j
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WC LOUVERED CEDAR
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< L--_j I
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WC 10'CLG. LU LNPP\Y
0) U- U) I F 1 6) z u) �n r- --1
0) U- 0 < 10'CLG. 1 1) LJ 11 1 (D < OUTDOOR
PN 19 RISERS LU < x LU
2 (LDL
GAS 1 0 ::� LIJ m UL 5HOWEF
7 7/16"RISE 0 < = (21
C\3 HEAD U U3
10"RUN C\3 2"8P PKT. < 2
A"
21 1
(S) 0)C,
<
12'-5itt U-) (1n) 10'CLG. a OZ
Uj < LL-
<
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OPEN TO DZI tc)
U-
1 101-011 Uj
< 41-011 <
DELOW \ mmmomm.1 I
< 1z <
n LL' n REVISIONS
Uj < LOFT 0 q GARAGE
Dz = n 111-01,X 311-01,
16-011XICII-10" C,
tr)
9'CLG.
10'-1 j"FL.HT.
14- �1- [3 0 LO
U- AL.
on OVqNS 91
i� C> tl) -t.�L -t I
4-1-011
n 0� 51-211 6-5�;-
on
n
9-285"SH 2-1'35"SH (5?
54
SILL 9 2-011 AFF ep SILL(f 2-0"AFF
cl�
FR. PINING �ITCHEN
7 n U- 12'-0"X 16-10" LAS POOR is 13/8"MIN.
�D U- 14'-6''X 11'-2`
t i= < SOLID CORE OR 20
10'CLG. 10'GLG. �TU
QD MINUTE FIRE RATED
-1 -- C\ ml -
171_1111 N 0 (SELF CLOSING)
n 075
1) <
0 ��z
0 c) (S) (DO r,\ It=
uj 00
to 0 Uj
n Qz 0
0
13ALCONY IVERSIDE
28'-0"X 12'-0" n < LD
F-T-i
9'-11/8"PL.HT. 1 018�' 1
0 Cq 90M OVERHEAD Door\
6 ZPL30
0
-1 1 1 ENTRY
4"F.T.POST L 1�--4 L
WRAPPED TO
1OX10 TYP,
REF.
36"h P\'AILIW:, y8p Build With Confidence
.............
CONC.
L Cq
91-011 91-5j" M PATIO 12276 San Jose Blvd., Suite 120
------------ LIVING
2 7-It',-, 8? n PNTRY H.13. Jacksonville, Florida 32223
3'-0" 0
7 2-5�-
ROOM 1O'CLG. 01 a-5, Office: (904) 449-1650
181-01,x 161-01, 5 SH www.mytiversidehome.com
10'CLG.
GAS LD
Uj :2; 1
.2 rid LOOF\) FL/ N I FOYD� STU13 Lot 113
U- 2 STORY CLG.
LL 11
<
2
Atlantic Beach
6
U)4- UP 19 RISERS
tL LC
71 7 7116"RISE
Z's� @ n Country Club
508P /4"LIG W1(2) 101,RUN .7
121" M PRD SIDE-' ES C'j
41- FR. 71-11,11
OENERAL STAIR DETAIL SCALE:N.T.5. Sones Resi ence
L
51-011
'STAIR NOTES: FORCH. 9
ACTUAL DIMENSIONS WILL VAFY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS.ANP/OF
VARIANCES IN CONSTRUCTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY 26-0"X 12'-0" Floor Plans
W1 R311.7 OF THE FLORIDA f3UILDING COPE.FESIDENTIAL. 411 J 41,J
MAXIMUM R15ER HEIGHT: 7-3/4" 10'-1115"PL.HT.
MINIMUM TREAD DEPTH: 10"(NOT INCLUPW-NOSING)
MAXIMUM RISER HEIGHT VARIATION: 3/3"(ENTIRE FLIGHT) PAVERS Atlantic Beach Drive
MINIMUM STAIR WIDTH: 36"
MINIMUM HEADROOM CLEARANCE: 6-8"(APtOVE NOSING) 4"r.T.POST t Atlantic Beach, Fl. 32233
WRAPPED TO
1OX10 TYr.
*HANDRAIL No-,ES: I?
ACTUAL CONS,TFUCTION MUST COMPLY
W1 R311.7.7 OF THE FLORIDA 5UILPING CODE,RESIDENTIAL.
HANPRAII-5 5H�LL NOT 5E LESS THAN 34"OF MORE THAN 38"IN HEIGHT AE30VE THE 5 TAIR NOSING. 7T[73 JN Drawn By ARJ Sheet
HANDRAILS SHALL E3E CONTINUOUS PER FLIGHT OF STAIRS.
HANPRAILS SHALL 13E 11/2"CLEAR OF ALL ADJACENT FIN15H
MATERIAL5,,�f if)ENDS SHALL RE-FURN TO WALL OF TERMINA-7E Date
IN NEWEL POSTS OF SAFE TERMINALS. 09-01-2016
HANPRA11-5 SHALL 3E 11/4'-2"IN GROSS SECTIONAL DIMENSION,OR APPROVE[)EQUIVALENT,AND EDGES 27-11"
SHALL HAVE A MIN.RADIUS OF 0.01".
HANDRAIL CONSTRUCTION SHALL 13E A13LE TO RES15T A LO,�P OF 200 05 AFFLIBD iN ANY Pi?Fc-noN AT Scale it 1-011
ANY POINT ALONG THE TOP RAIL. 1/4 1
OFFICE COPY of
STAIR AND FAILING SUPPLIER INSTALLER SHALL 5A-nsFY ALL Plan
13UILPING DEPARTMENT AFFROVAL REQUIREMENTS FOR Key Largo- B1
THE PRODUCTS THEY PROVIDE OR INSTALL.
OPEN RAIL5 SHALL HAVE INTERMEDIATE RAIL5 OR Written dimcn5iorI5 5hall have precedence over 5cAle dirnten5ionE5.
AN ORNAMENTAL PATTERN SUCH THATA,
4"DIAMETER SPHERE CANNOT PASS THROUGH. 01 MECHANIC/�L EQUIPMENT NOTES: Goritractor!5 5hgll verify and be rce,pon5iblo for dimoti5ion5 an�
I , condition5 of the jo�.
THE GUA?DR-'\]L CONSTFUCTTON SHALL 13E 411 d
A5LE TO RESIST A LOAD OF 20 L55 F[3C-f�30215.2: PUCTS IN GARAGE 5HALL F3E MIN 26
PER LINEAL FOOT APPLIED 15t FL00F\ FLAN CAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE DESIGN BY:
HORIZONTALLY ALONG THE TOP FAIL. 50. FTG- CALCULATIONS
4"SPHERE ALLOWED. MICHAEL STAUFFER,ARCHITECT,AR13908
GUARDRAILS SHALL NOT 3E MAY TT PA55
LESS THAN W"IN HEIGHT. THROUGH 15T FLOOR LIVING 1590 1093 AlA BEACH BLVD. SUITE#330
9
65PHERE ST.AUGUSTINE BEACH, FL 32080
THE TRIANGJLAR OPENINGS MAY NOT PA55 2NL) FLOOR LIVING 788 FE3C-f\, MIN 4" CLEARANCE REQUIREP AROUND TELEPHONE:904-471-2552
AT STAIR TREAD,FISH?.& THRO" ALL SIPES�OF MECHANICAL EQUIPMENT AND
130TTOMSHALL 5E SUCH NOTE TO FRAMER: TOTAL LIVING 2378
THAT A 6"PV YE7ER GARAGE COMFOHENTS, INCLUPING PUCTS, WITH THE TOTAL WIPTH
SPHERE CANWT PASS THROUGH. 467 OF THE ENCLOSING SPACE 5EING AT LEAST 12'' WIPEK DRAFTING BY:
INSET ALL EXTERIOP\ WALLS 1/2'' FROM PORCH 346 THAN THE FORNACE OR AIR HANPLEP\
EDGE OF FOUNDATION 5ALCONY 346 GROUNP-MOUNTEP MECHANICAL UNITS SHALL 13E 12627 San Jose Blvd
TOTAL COVEREP 55,57 ANCHORED IN ACCORPANCE WITH FE3C-K, SECTION Suite 702
ortheas jacksonviUe, FL 32223
M1507.2. Mori&Design,Inc. 904.260.3319
CO
<
0
1-27
NOTES
FASTEN SHINGLES PER F5C R905.2.6 1. I)OOR SILLS ARE NOTE[) FOR ALL EXTERIOR
UNPEKLAYMENT FASTENED PER F-13C R905.2.7 1)OORS - REFER TO MANUFACTURERS
RADIANT DARRIER 0513 ROOF SHEATHING SPECIFICATIONS FOR REOUIREI) SLA13 KECESS
2. 13UMF MUI), LN1)F\Y ANP WIG ZINTO
2X4 ENG.ROOF TRUSS GARAGE
12-021"
14 5. TANr\LESS GAS WH
SEE CONNECTOR SCHEDULE
12 4. GAS FACKAGE W1 4- PROPS
5 OR 7 5. FAVERS AT FRONT PORCH
F_
501-011
AIC
1/2"DRYWALL 6"GALV.EAVE PRIF 15�1011 7-9" '41, 3--4- V 2-01 t V 20�-2" COMF.
CLG H.3. TANKLF55 GAS L———————
(2)2x6 4- GAS WH STUD
TOP PLATE 2X5 EVOSEP RAFTER TAILS -A
mew
----------------------------- _J L-1 L------- - ----------- ----------------------------
1_61 _( I I
1/2''DRYWALL ol 1 -4- -4-
_J Lo
Li STEM WALL
0
FOUNDATION
HARDIE PLANK LJ
SIDING
22-3k' 11-511
IT-6"
1/2`0 THREADED PROVIDE
F-1
R 0[)5 PE F RECE5,5
ENGP\'!5 PKG. FOR SHOWER
r R-19 INSULATION 411 CONC.
5LAD
_L20
0;0)
FrJ L--------------------------
VAPOR 13ARRIER.SEALED AT C� r-——————————————————————— -
CNTF\'L
TOP&130TTOM PLATES. f-
W I
1
2x6 STUDS SPACED IER ENGINEERS PKG. IL__ i
3/4"T/G SU13FLOOR b
7/16"OS[3 WALL SHEATHING I n
OUTDOOR
SHOWER
GAS
i Lk:--=z__f_:ii 11
2n,d FLOOR 2x6 E30TTOM PLATE HEAD
FINISHEP FLOOR LF L-----
r- ---------
E_J-------I
2 REVISIONS
3ANPING
161-101, 21-211
A Aq
PLATE HEIGHT _J L___1�
Ir------------7 1 1
(2)2x6
TOP PLATE NOTE: EL[
OPEN WE[3 FLOOR JOISTS EXPANSION JOINT (TYP)
1.EXTERIOR FENESTRATION PIECES 511
SUCH AS FOAM 13AHPING ARE 10 E3E STEM WALL I 11 511
FOUNDATION 11 511 T
1/2"DRYWALL INSTALLED OVER THE SCRATCH/13ROWN 44----L lul -i
COAT OF STUCCO WITH A STRIP OF
CEILING
SELF-APHEKING FLASHING OR 2T-10" 91-211 QQ
1/2"THREADE�)RODS SPACING SELF-SEALING MEM[3RANE
PER ENGINEER'S PACKAGE 2.THE JUNCT URF OF EXTFRIOR PLASTFR J
AND FENESTRATION PRODUCTS SHALL BE GAS
P/W I
1/2"DRYWALL SEALED WITH A SEALANT COMPLYING r I STU5
WITH SECTION R613.5.1 OF I HE FLORIDA 51-611 131-611
2x6 STUDS INSET 1/2" 71 1
DUILDING CODE,RESIDENTIAL 1 - 111 IVERSIDE
11 SINK W I E
It rN
1,7 �71
1/2"0 THREAPEP 4
;,r F, 4''CONC.
C) 3 COAT STUCCO FINISH _J I LU 2f
ROPS PER SLAE3
ENGR'S PKG.
PAPER 13ACK WIRE LATHE
RUN TO TOP OF PLATE- 4"CONC.SLAE3 W/FIBERMESH OR
C\1 6x6x1C)W.W.M.ON 6 MIL.VISQUEEN
OVER CLEAN,WELL COMPACTED FILL
VAPOR F3ARRIFF\.SEALED AT
Build With Confidence
TOP&E30TTOM PLATE5.
R-19 INSULATION I L 12276 San Jose Blvd., Suite 120
REF. —:55-SI—LL Jacksonville, Florida 32223
4"CONC.SLAD W1 F15EFMESH OR
41-011 -611 '91-011 21-611 51-011 Office: (904) 449-1650
6x6x10 W.W.M.ON 6 MIL.VISQUEEN 7/16"0513 WALL SHEATHING
2X/-ENGINEERED
OVER CLEAN,WELL COMPACTED ROOF TRU5SE5 www.mynversidehome.com
TERMITE Tf�EATED FILL
2x6 P.T.
FIE3FRGLAS5 SHINGLES FLOOR OUTLET
E30TTOM PLATE FASTENED PER A5TM D3161 H.E3,
FIN15HEP FLOOR LOCATION TO
ETE'�ZMINEP
61 CMU STEM WALL 5'_a 2-1 Lot 113
W/ALL CELLS FILLED UNPEFLAYMENT FASTENEP
PER F5C 1507.5.5
C\1
L---------------
CIO
+1 --------------
1z Atlantic Beach
RADIANT f3ARRIFR 05[3 ROOF SHEATHING GAS
S STUD
FINISHED GRADE
y
FOOTING PER /10 ___�SEE CONNECTOR Count Club
Z(/�
4V
�v z SCHEDULE
ENGINEERED
DRAWINGS 12
L
TOP OF
K/4 PLATE 5 O?\7 1 1 1 1
1/2"CEILING
_J
GALVANIZEP F_
PRYWALL EAVE DRIP C\3 Sones Residence
r----------
TYPICAL WALL SECTION (2)2x6 I I I
SCALE:1/2" T-O" TOP PLATE 2X-5 EXPOSE[) L F-
1/2"DRYWALL RAFTER TAILS
Foundation Lavout
R-19 INSULATION 71 Atlantic Beach Drive
711
PAYERS Atlantic Beach, Fl. 32233
C) 2x6 STUDS INSET 1/2"
Drawn By Sheet
ARJ
3 COAT STUCCO FIN15H
Date 09-01-2016
PAPER f3ACK WIRE LATHE
RUN TO TOP OF PLATE. Scale
WATER RESISTANT E3ARRIER- lk 1/4 1 -011
2 LAYERS REQUIRED VAPOR DARRIER.SEALEP AT Plan of
4"CONC.SLAE3 W1 FIDERMESH TOP&130TIOM PLATES. 271-411 20-10" Key Largo- B1
FASTEN LATH 0 7"OIC OR 6x6x1O W.W.M.ON 451-211 7
6 MIL.VISQUEEN
MIN.PENETRATION OVER CLEAN,WELL
INTO FRAMING COMFACTEP TERMITE 2x6 P.T. Written dirrcn5ion!5 5hall have precedence over 5cale dirncn5lon5.
OFFICE COPY Contractor5 5hall verifyand be re5pom5ible for dirnen5ion5 ona
WEEP SCREEP-SURFACE FINISHEP TREATED FILL 50TTOMPLATE condition5 of the job.
FLOOR
SHOULD NOT 13E E3LOCKE1)W/ 8"CMU STEM WALL
4
W1 ALL CELLS FILLEP
FINISH MATERIAL FOR DRAINAGE C)
DESIGN M
PURPOSES C-H FOUNI)// TION LAYOUT MICHAEL STAUFFER,ARCHITECT,AR13908
NOTE: 1093 AlA BEACH BLVD. SUITE#330
FINIS
HED GRADE ST.AUGUSTINE BEACH, FL 32080
FOUNDATION FLAN FOR CONCRETE FORMING AND TELEPHONE:904-471-2552
TUNINATION OF STUCCO FOOTING PEP
STUCCO TERMINATION PEP\ASTM G-926 A2.2.2. ENGINEERFP
FLUM13ING LOCATION REFERENCE ONLY. REFER
DRIP 5CF.EEP INSTALLED PER ASTM 1063-03 PRAWINGS DRAFTING BY:
TO ASSOCIATEP ENGINEERING L \AWINGS FOR Aab.
FOOTER LOCATIONS AND DETAILS. 12627 San Jose Blvd
TYF21CAL WALL SECTION Suite 702
oAeast Jacksonville, FL 32223
SCALE:1/2" T-0" Flori&;iDesign,Inc. 904.260.3319
VO
NOTES
1. LOUVEREI) RAILING AT 13ALCONY
13UILPING HEIGHT
----------------------------- ----------------------------------------------------------------------------
LJL---------------1----------------------------- --------------------------
11 12
U 1 i DIMENSIONAL 7
Li i
I i i FIE3ERGLA55
U
SHINGLES(TYP)
ri
.1 L-----------------------------
-----------
Ir------------I r------------------------
1 5:12
f F 1 12
7
------------------ -
i i 5:12 PLATE HEIGHT U PLATE HEIGHT
1———————— GE K
-7 F :-1-———————
U U ILI U U U U U U U U U U I U --4 HARDIE rLANK
SIDING Tyr.
H
1 94-"OVERHANG
Ir
6"HARDIE
TRIM Tyr.
DEC.LATTIC
36"�RAILING TY1 .
7:12 iul lul
12
41,P.T.POST
GE
WRAPPED T
I
7:12 1OX10 TYR
FINISHED FLOOR FINISHED FLOOR
f i i m 0 m
------------- ---------
F---------
I PLATE HEIGHT PLATE HEIGHT
LU
'U
A U. U U U
Ile
7:12 %
. ..... EXFOSEP RAFTER TAILS
7:12
STUCCO FINISH
6"13ANDING Tyr.
STUCCO FINISH
7:12 4"P.T.POST
Ti TIJ
WRAPPEPTO 6'h LOUVFREI)
i0xio Tylp. CEDAR WALL
C\1
U I
FINISHED FLOOR
FINISHED FLOOR ILL I
Ll
+1 IVERSIDE
+1
GRADE
GRADE
F\OOF FLAN. FKONT ELEVATION
SCALE: 1/6' - I'-011
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Flofida 32223
Office.- (904) 449-1650
www.myfiversidehome.com
12 Lot 113
17 Atlantic Beach
PIMEr SIONAL
F13E�GLA55
SHINGLE 5(TYP) ountry U
71 12
iL _I d I L 11
PLATE HEIGHT
Sones Residence
I I --T17 U U U U U U
24"OVERHANG ICE
HARDIE PLANr\
SIPING Tyr. Roof Plan/ Elevations
2"SILL
TYP. 411 P.T.POST Atlantic Beach Drive
6"HAP,DIF 36"h',?,AILING TYP. WR/b\PPF0 TO Atlantic Beach, Fl. 32233
12 TRIM Tyr. F i0xio Tyr.
5
FINISHED FLOOR Drawn By Sheet
ARJ
PLATE HEIGHT Date
09-01-2016
-U lj,.:. U U U
Scale -011
1/4 1
of
EXPOSED RAFTER TAILS ------
Plan
B1
Key Largo
STUCCOFINISH 7
STUCCO FINISH ritten dimcn5ion5 5hall have precedence over 5calc dirricn5ion5.
Contractor!5 5hall verify and be re5pon5ble for dirnen5ion5 and
6"5ANPING(TYP)
conditione-,of the job,
4"P.T.POST
WRMPEI)TO
61h EQUIP. Tyr.
LL i0xic
SCREEN WALL DESIGN BY:
MICHAEL STAUFFER,ARCHITECT,AR13908
1093 AlA BEACH BLVD. SUITE#330
FINISHED FLOOR
ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
+i
GRADE
DPAFTING BY:
LEFT SIDE ELEVATION 12627 San ose Blvd
J
Suite 702
OFFICE COPY
ordicast acksonviffe, FL 32223
Florida Design,Inc. 904.260.3319
NOTES
1. LOUVEREP RAILING AT 13ALCONY
DIMENSIONAL
FI13ERGLASS
SHINGLES(Tyr) 12
7
12
PLATE HEIGHT PLATE HEIGHT
H F] — - - — - - — - - — - -
11 1 1 16 11 111 [ it 11 1111111 1 if 11 1 If If IIII
EXPOSED RAFTER TAILS
2''SILL
TYP.
HARDIE 2LANK
4"F.T.POST SIDING I YP.
WRAFF11)TO
10X10 Tyr. 611 H�RDIE 12
36"h RAILING TYP. TRIN Tyr. 5
FINISHED FLOOK FINISHED FLOOF,
PLATE HEIGHT PLATE HEIGHT
U U_ 0 U U* U U V
U -A. -.:.,u U. ij. 7 01 7 U.
24"OVERHANG
REVISIONS
STUCCO FINISH
4"P.T.POST
WRAPPED TO
1OX10 Tyr.
6'h EQUIP.
STUCCO �NISH 5CREEN WALL
T
Lj
FINISHED FLOOR
FINISHED FLOOR
0_1
_T T-1
13ANDING(TYP _j
6 t
+1 +1
GRADE G F\A 1)E
61h LOUVERED
CEPAR WALL
KIGHT SIDE ELEVATION. IVERSIDE
all
an
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Flofida 32223
Office: (904) 449-1650
www mynversidehome.com
12 ATTIC VENTILATION AREA CALCULATIONS
DIMENSIONAL 17 ExceTt of the 2014 5uildirig Code,Rc5idcntial
1`15ERGLASS F\506.1 Ventilation rcoluirccl. Lot 113
SHINGLES (TYI�')
.......... Enclo5ed attic5 arid criclo5ed rafter 5pacc!5 formed where.ceilirq5 are,applied directly to the
undor5iac of roof raftcr5 5hall have cro55 ventilation for each 5cparatc 5pace,by vontilatino oponing5
protected aeain5t.the entrance of rain or 5now.Ventilation opcnirie5 5hall hive a lca5t airnerroion of Atlantic Beach
1116 inch(1.6 mrn)minimum and 1/4 inch(6.4 mrri)maximum.Ventilation oponin�5 lavine a loaet
aimen5ion laroer than 1/4 inch(6.4 mm)51hall be,provided with corro5ion-re5l5tAnt wire cloth
5crcoriinq,hardware cloth,or 5imilar material witri oporiing!5 havine a lea5t dimcri5lon of 1/16 inch(1.6
..........
mm)minimum And 1/4 incn(6.4 mm)miximurn.Opcniri�5 in roof fr,�rrflir,3 membere 51hall conform to the. Country Club
12 requirornont5 of Section R802.1.5.Required ventilation oppnin65 nhall open directly to the out5idc
7 r air.
PLATE HEIGHT Exception:Attic ventilation 5hall not be required when determined not riecc5!5ary by the code official
I H Lij JI_ due to atmo5phcric or climatic condition!5.
-4 - 1 IIIA I I
11-1 , , 1 11 _� I I I
11 U U U U U U U U U U U U U U -NI/
F\806.2 Minimum vent area.
The minimum net f rcc vcntilatin� �rea 5hall be 1/150 of the area of the vented 5paco. Sones Residence
HARDIF PLANK Exception:The minimurn net f roo ventilation area!5hall be.1/500 of the vented 5pace provided one or
SIDING Tyr. more of the followitiq condition5 arc met:
6"HAFPIE 1.In Climate Zone5 6,7 and 5,a Cla55 I ol,11 vapor retarder i5 in5tallcd on the warm-In-wintor 5idc of
- TFIM IYP. the cciline.
12 2.At ca!5t 40 percent and not more than 50 percent of the required vontilatine area i5 provided by Elevations
H H I H Li 1111 11 1 vent!lator5 located in the upper portion of tho attic or raf tcr 5pacc.Upper vcntilator5 51hall be
EXPOSED RAFTER TAILS located no more than 3 feet(914 mm)below the ridee or1hi&,-,,,,t point of the 5pace,rnea5urcd Atlantic Beach Drive
L FIN15HE2 FLOOR vertically,with the balance of the required ventilation provided by cave or cornice,vcnt5.Where the
location of wall or roof f raminq mcrnbcr5'conf lict5 with the in5tallation of upper vc-ritilatoi-5, Atlantic Beach, Fl. 32233
U-1 ire a a ion more an el 01 mm c ow o ri qc or, iq ie!5 poin o (5 5pace!5 a c
permitted.
L PLATE HEIGH7
171 —11 J I I I 1 11 1 1 T TTI I R806.3 Vent and in5ulation cicaoaricc.
U- tj -U A.. Sheet
:..]J U' U_ . U. ..: -;T .0 U U.:.... 1j... U... .,U ..111. Ij Drawn By
Where cave,or cornice vont5 arc,in!5tallcd,in5ulation 5hall not block the f roc flow of Air.A minimum of
ARJ
a 1-inch(25 mm)5pacc 5hall be,provided between the in5ul tion and the.roo'5heathing and at the
location of the,vent.
4"OVERHAWv Date
09-01-2016
t i ori R e
Veriti 1,
Scale
of 1-011
STUCCO FINISH 1/4 1
0
P an
Key Largo- B1 7
6"13ANDING(TYF)
NOTE:
Gh.EQUIP.
en�irnori5ion5 5hall have precedence over 5cglo dirricn5ion5.
SCI�EEN WALL
11 L Writt
'AY FOAM INSULATION
S F F\ Gontrictor5 5hall verIfy qnd be rc5pon5iblc for clirnen5iori5 qnd
7
cordition5 of the jo�.
FINISHED FLOOR
)OOF VENTING \UREP
NO R KEO
DESIGN BY:
MICHAEL STAUFFER,ARCHITECT,AR13908
GRADE
1093 AlA BEACH BLVD. SUITE#330
6'h EQUIP. ST.AUGUSTINE BEACH, FL 32080
6h EQUIP. SCREEN WALL F\E/�K ELE\//�TIDN TELEPHONE:904-471-2552
5CFEEN WALL
DRAFTING BY:
Ion..
12627 San Jose Blvd
Suite 702
jacksonviUe, FL 32223
OFFICE COPY orffieast
Florida Design,Inc. 904.260.3319
NOTES
1. TANKLESS GAS WH
2. GAS PACKAGE W/ 4- DROPS
r5. 36" GAS COOKTOFW/ VENTED HOOD, PE3L.
SERVICE OUTLET A/C OVENS, MICRO DRAWER
Comp. 4. GARAGE SVC. DOOR W1 LIGHT
FOP/VC Comp.
GAS
TANKLESS
0 0 STU
GAS WH CIRCUIT
YET, I Q qp 0 q
a:p
I GF1
EL 1W 69
0 —7
=e 0 0
LO
qp
AHU
............. 5VC. El GF��
AHU IN OUTLET
F _1
ATTIC GF1
SEC,
.............. f�'FEWIRE
PREVIRE&
L_ _J
E3RACE ONLY
...........
PREVIRE& PFF-WIRF& 11 W
13RACE ONLY 5RACE ONLY =6 V\
QF_———T'H
GF1
IGAS
A 1 L3
Q(D (D qp
LOCATE __J
Q
PANEL
42" 13OX
$31'D 43
N)
__gAF
------------ k"
PE31_1 REVI IONS
G=E3
D
L
OVEN6
Ir---------
L
7 4FI@
P/W GAS
�TUF
TO SWIT&
g
5ELOW
TO 5 ITCH -------\ 0 <
13EL OW SINr\ (00 'z DD C' a 1
00
U �L�Lj 0420
Q(D
U-N A GF1
9GF
---------------- M/W IVERSIDE
CIRCUIT
L I r-4
GFI-E
REF.
(D I
- -------------
PRE-WIRE& FREVIRE& db Build With Confidence
E3RACE ONLY BRACE ONLY
=E3 12276 San Jose Blvd., Suite 120
Jacksonville, Flofida 32223
FLOOR OUTLET- TO Office: (904) 449-1650
LOCATION TO J FIXTURE 'ED www.myfiversidehome.com
r3L= I I E3F DETERMINED GAS,
STU5
TO
-CHANDELIER Lot 113
A30VE 14
2N[) FLOOf� ELECTf�ICAL FLAN
Atlantic Beach
I dt
Country Club
Sones Residence
ELECTKICAL LEGEND
Electrical Plans
110 DUPLEX OUTLET(AFCI PROTECTED) CEILING MOUNTEP LIGHT
Atlantic Beach Drive
HALF-SWITCHEP OUTLET FULL-CHAIN
Atlantic Beach, Fl. 32233
&Gfg GFI DUPLEX OUTLET WALL MOUNTED LIGHT
(>
WEATHER PROTECTED OUTLET (a RECESSEP LIGHT FIXTURE
Drawn By Sheet
ARJ
CEILING OUTLET SPOTLIGHT
Date
09-01-2016
S FLOOR OUTLET EXHAUST FAN W/ LIGHT
Scale 11-011
220 OUTLET ELECTKICAL FLAN 1/411 = I
EXHAUST FAN ELECTRICAL NOTES IST FLOOK of
Plan
SPECIAL PURPOSE OUTLET FLUORESCENT FIXTURE Key Largo- B1
1. ELECTRICAL OUTLET HEIGHTS AS MEA5UF\ED FROM FINISHED FLOGR.TO CENTERED LINE OF THE DOX TO
E3E: 12"AFF(GENERAL)- KITCHEN 44"AFF- E3ATHF\OOM 39"AFF(44' AFF WITH F\AISED VANITY)-LAUNDRY
SWITCH CARRIAGE LIGHT
ROOM 56"AFF- EXTEFIOP\ WATEF\PFOOF 12"AFF TO 42"AFF -GARAGE GENEF\AL FIUF\1205E-44" AFF- Written�irmcn5&5 5hall have precedence over 5calc dirricn5ion5.
3-WAY SWITCH POUL3LE FLOOD LIGHT KITCHEN ISLAND OUTLETS MAXIMUM OF 12" E3ELOW COUNTER. SUF\FACE Contractor!5 5hall verify and be re5pon5llblc for Jimcm5ior5 aij
2.ALL TF\IM PLATES& DEVICES TO DE GANGED,WHERE POSS13LE. condition5 of the job,
4-WAY SWITCH 12ANEL 13OX 5. ELECTRICAL SWITCHES TO 5E AT 42"CENTEFLINE AE30VE FINISHED FLOOP\.
4.ELECTFICAL PLAN 15 INTENDED FOP, E3012UPPOSES ONLY. ALL WORK SHALL 5E DONE IN STP\ICT DESIGN BY:
DIMMER SWITCH (D SMOKE DETECTOR /�CCOR.PANCE WITH THE NATIONAL ELECTF\IC CODE, LATEST EDITION, FY A LICENSED ELECTp\ICAL MICHAEL STAUFFER,ARCHITECT,AR13908
CONTRACTOR.WHO SHALL DE KESPONS15LE FOR.THE INSTALLATION 3 SIZING OF ALL ELECTKICAL,WIKING&
TELEPHONE CARE30N MONOXIDE PET. ACCE550R.IES. 1093 AlA BEACH BLVD. SUITE#330
5. SMOKE AND CAP\130N MONOXIDE PETECTOKS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA 5UILDING ST.AUGUSTINE BEACH, FL 32080
CODE, SECTIONS P314 AND R315 TELEPHONE:904-471-2552
CADLE TV
6. FP\OVIPE AFG15 (AP\C FAULT INTERF.UPTEKS)IN PWELLING UNIT E3F\ANCH CIRCUIT LOCATIONS PEP,F13CF\
E3902.12
FREWIRE & E3F\ACE 7..GF15 (GROUND FAULT INTEP\RUPTER.S)FOP\WATER AREAS AND OUrPOOF\CIRCUITS PE?\FE3CR E3902 DRAFTING BY:
CEILING FAN WITH LIGHT �3. ALL PERMANENT INTEKIOF LIGHTING 15 100% HIGH EFFICACY CFL/L]L--L)LAMPS PEP, F13C EC F\404.1
12627 San Jose Blvd
Suite 702
OFFICE COPY Jacksonville, FL 32223
Flori D 904.260.3319
NOTES
INSTALL SHINGLES OVER
FLANGE @ HEAD VALLEY SHINGLE INSTALLATION:
FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD
SAO 6. OPT.PROVIDE LEAD VENT ROOFING OVER 154 FELT
BOOT WITH INTEGRAL FLANGE OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.IZ'PAST
?1001- PRE-ENG WD RUSSES CENTER LINE OF VALLEY.SEE MANUF WRITTEN
S�3cr"�i'ss VENT STACK,SEE PLUMBING_____j INSTRUCTION FOR ADDITIONAL INSTALLATION
�00 FOR SIZE&LOCATION INFORMATION
0 PREFORMED FLEXIBLE BOOT 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE
FLASHING W1 INTEGRAL FLANGE TEMPORARILY FOLD4JP&
SET IN PLASTIC ROOF CEMENT --------
CUT WEATHER SECURE WEATHER
0 BARRIER 0 BARRIER(OR TUCK FLAFi*
45'ANGLE UNDER)a HEAD
% SHINGLE @ BASE
I ROOFING OVER 15#FELT
1090\� INSTALL FLANGE OVER I FIBERGLASS SHINGLE
c OVER 7/16!'RADIANT BARRIER 13r
OSB OVER PRE-ENG WD r
TRUSSES
MODIFIED T CUT IN
24"WIDE METAL VALLEY WEATHER BARRJEFr
FLASHING OVER 154 FELT
r's LINE OF WINDOW OPENW-
009 FOLD WEATHER BARRIER IN
AT JAMBS AND aiu.7 MECHANICALLY FASTEN
FANNED EDGE(CAP NAILS
STAPLES)IF REQUIRED BY
NOTES: FLASHING MANUFACTURER
APPROVED WEATHER INSTALL 9'WIDE
UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH BARRIER OVER SHEATHING— SELF-ADHERING FLEXIBLE Ir TYP.
MEMBRANE FLASHING
OVER WD
MANUFACTURERS WRITTEN INSTRUCTIONS SILL
EXTEND FLAMING UP
2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMBS 6"MIN,
FLASHING OVER FLANGE AT HEAD ONLY STE- STEP 2 STEP 3
PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL
OVER EAVE&RAKE
EDGES TO PROVIDE DRIP N.T.S. N.T.S.
EDGE
ALONG RAKES,CEMENT
SHINGLES TO UNDERLAYMENT
&EACH OTHER IN A 4"WIDTI 1 FIBERGLASS SHINGLE ROOFING OVER
OF ASPHALT PLASTIC ROOF UNDERLAYMENT
CEMENT WALL SHEATHING
STUCCO/CV FINISH INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT
NON-CORRODING ASSEMBLY W/15#FELT HEAD
GALVANIZED METAL OFF-RIDGE
MTL EAVE DRIP OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN I
TRIM 6"-r FROM END BARRIER APPLY 3W MOM.
CON I INVOW-BEAD Vt- INSTALL 4'WIDE
PLASTIC ROOF CEMENT OR
LAP FELT AND WEATHER INSTALL WINDOW PLUMB
OF FIRST SHINGLE SEALANT SEALAN AT JAMBS 9 HEAD SELF-AD ERING�--
LEVEL&SQUARE PER
... BARRIER OVER VINYL OR APPLY TO BACK F MANUFACTURERS WRITTEN MEMBRANE FLASHING
VERNAILING FLANGE Q
TRIM TABS FROM ALL STUCCO STOP/WEEP WINDOW NAILING-P 1 0 JAMBS
STARTER COURS .... SCREEN LINEWfPRE UNCHED INSTRUCTIONS
HOLES 0.
SHINGLES .... EXTEND 15#ROOFING FELT
UP WALL 7"MIN. INSTALL OFF-RIDGE
STARTER COURSE 5x5 METAL FLASHING OVER VENT FLANGE OVER –––
ROOFING FELT(NAIL TO SHINGLES AT BASE
REV. ISIONS
ROOF DECK NOT WALL
7/16"OSB OVER
SHEATHING) PRE-ENG WD EXTEND MEMSRAN4-
U7 DO NOT NAIL TRUSSES '#4 FLASHING MIN.1'BELOW'
....... ING
CAP SHINGLE SILL FLEXIBLE FLASH]G
INSTALL WITH ROOF
PLACE SHINGLES CLOSE CEMENT
TOGETHER BUT DO NOT- SHINGLE ROOFING
ALONG RAKES,CEMENT CROWD ROOF CEMEN NOTES: STEP 4 STEP 5 STEP 6
SHINGLES TO UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH —
&EACH OTHER IN A W'WIDTI I MANUFACTURERS WRITTEN INSTRUCTIONS
OF ASPHALT PLASTIC ROOF
CEMENT 2.APPLY ROOFING CEMENT OR SELF-ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
NON-CORRODING PLACE SHINGLES 3/8"
MTL EAVE DRIP OVER EAVE&RAKE FOLD WEATHER BARRIER
DOWN&TAPE DIAGONAL
EDGES TO PROVIDE DRIP OFF-RIDGE VENT FLASHING DETAIL INSTALL Ir WIDE CUT&ACROSS HEAD OF
EDGE WALL FLASHING DETAIL STUCCO SELF-ADHERINO WINDOW
MEMBRANE FLASHINO-
N.T.S. N.T.S. OVERNAILING FLANGE 0
HEAD
EXTEND SELF-ADHERING MIN."
MEMBRANE FLASHING 1'_ SEAL WINDOW FRAME TO
FIRST COURSE
MIN.BEYOND JAMS
INSIDE OF R.O.WITH
FLASHING SEALANT AT SILL AND A
MINIMUM 12'UP BOTH
-JAMS TO FORM A BACK
DAM.SEAL BALANCE OF
STUCCO/CV FINISH NOTE:
1.WINDOW INSTALLATION& 41M I N—'
�A— WALL SHEATHING ASSEMBLY FRAME WITH SEALANT OR
FLASHING DETAILS ARE LOW-EXPANDING FOAM
(PROVIDE BACKER ROD
LAP BARRIER OVER NAILING CONSISTENT WITH ASTM2112
SYN WD SIDING OVER WHERE REQUIRED) IVERSIDE
METHOD A,1 EXCEPT
APPROVED WEATHER FLANGE SELF-ADHERING MEMBRANE
11-1/2'to 12-1/2' 11-1/2*to 12-1/2" BARRIER
FLASHINGS ARE USED.
ol VINYL DRIP/WEEP SCREED
1"to 1-1/2' LAP WEATHER BARRIER OVER
Lfil to 1-1/2" 2.IT IS THE INSTALLATION
METAL FLASHING AND SECURE CONTRACTORS
RESPONSIBILITY TO VERIFY
0 0 WITH STARTER STRIP 5"xS'METAL FLASHING
0
49. THE COMPATIBILITY OF ALL
EXTEND 15#ROOFING FELT KICK-OUT PRODUCTS INCLUDING
WEATHER BARRIER,SEALANT
DETAIL) &SELF-ADHERING FLASHIN
tD FLASHING(SEE
UP WALL 7"MIN. G all
-71 MATERIALS USED DURING an
z z CONSTRUCTION. INTERIOR VIEW
5X5 METAL FLASHING OVER
ROOFING FELT(NAIL TO ROOF 3.INSTALL ALL MATERIALS PER STEP 7 STEP 8 STEP 9 Build With Confidence
EXTEND KICK-OUT 2' &0
U7 DECK NOT WALL SHEATHING) MANUFACTURERS WRITTEN
SPECIFICATIONS.
SHINGLE NAILING CAP SHINGLE-DO NOT NAIL BEYOND FASCIA ',.%I
WARNING:
INSTALL WITH ROOF CEMENT SEALANT/FLASHINGS MAY 12276 San Jose Blvd., Suite 120
SHINGLE ROOFING REACT ADVERSELY IF NOT Jacksonville, Flofida 32223
,11 COMPATIBLE.
ROOFING DETAILS ROOF CEMEN FELT UNDERLAYMENT
N.T.S. SHINGLE ROOFING Office: (904) 449-1650
MTL DRIP EDGE
NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FASCIA NOTE:INSTALL KICKOUT www.mynversidehome.com
FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FLASHING AT BOTTOM OF
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED ROOF&WALL INTERSECTIONS WATER
BY THE SHINGLE MANUFACTURER FOR USE ON LOW I IGHT
SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALL/KICKOUT FLASHING DETAIL SEAL WINDOW FLASHING INSTALLATION DETAILS
N.T.S. N.T.S. N.T.S. Lot 113
Atlantic Beach
Country Club
.... .......
........... ............
....... ...........
.............. ...............
ROOF TRUSSES
........ ..... .... ........ ..........
APPROVED WEATHER .....I.�.1� ... ....... . .... .....
BMRIEROVER ..... . ........ .I...... ........
........... . ...... ....... .
SHEATHING ....... .. .. ... ........
....... ............. ......
......... .... ...... .. ......... NSTALL DOOR PLUMB, Sones Residence
.... ........... I
..'.I.--- "-*. .....,.. LEVEL&SQUARE PER
......... MANUFACTURER WRITTEN
LINE OF DOOR OPENING V.,.'- '.'. I.............. . INSTRUCTIONS
..........
2x4 13LOCKING REQUIRE[) ........ .........
CUT WEATHER !. .......
BARRIER ......... 7-, FOLD WEATHER .........
AT PANEL JOINTS EIARRIERINAND—,
.......... . . AROUNDJAMBS .... . ..
............
.... .. . ... ..
Flash*ng Details
SET THRESHOLD IN_
BED OF SEALANT Atlantic Beach Drive
APPLY SEALANT AT
CORNERS&FRONT
SUE3FASC 5ASE LAYER: Or-THRESHOLD
rm� Atlantic Beach, Fl. 32233
5/5"DEN5GLASS FIREGUARD SHEATHING STEP 1 STEP 2 STEP 3
ATTACH WITH(2)1�,TYPE"W"
DRYWALL SCREWS
NO VENTS ARE ALLOWED NOTE:AT UNPROTECTED DOORS,BO Drawn By Sheet L
FACE LAYER: 1/4th OF JAMBS SHALL BE COMPOSITE, ARJ
51b"PENSGLASS FIREGUARD SHEATHING OR OTHER DECAY RESISTANT MATE
ATTACHED WITH 1�,-TYPE"G"DRYWALL
......... ........ Date
..........
SCREWS 9 12"O.C. ... .. ...
....... INSTALL 4'WIDE ........... 09-01-2016
-OFFSET JOINTS IN DA5E AND FACE LAYER 24" ...... SELFADHERING MEMBRANE ......
....... ........
." I....... FLASHING OVERLAPPING ......
... ...... ...... . ......
................ DOOR FRAME 114" ......
... ...... ........ ....... Scale
...... .... -011
N..... 1/4 1
of
... .......
.... EXTEND SELFADHERING
....... .... ........ MEMBRANE FLASHING I'MIN.
INSTALL 4"WIDE ...... ......
....... ",:.I.... BEYOND JAMB FLASHING ...... .....
NOTE: SELFADHERING MEMBRANE .... ....... .....
FLASHING OVERIAPPY46....... ..... ...... .....
....... .....
DESIGN 3A5ED ON GA FILE No.RC 2602 DOOR FRAME 1/4"
.......... ..... ....... .....
........ .....
....... ..... Written Jimcn5ior5!5ha11 have precedence over 5calc d�mcr5ion5.
.... ....... Contractor5 5hall verify and be re5pon5ible for dimcn5ion5 and
..... ....... .....
... ...... ....
condition5 of the job.
SEE DOOR DETAILS FOR .....
FINISRTRIM DETAILS .....
..... DESIGN BY:
SECTION - (1) HOUR FIRE RATEP (UNPERSIPE ONLY) SOFFIT AS NEEPEP MICHAEL STAUFFER,ARCHITECT,AR13908
T STEP 4 STE 1093 AlA BEACH BLVD. SUITE#330
HIS DETAIL ONLYAPPLICADLE WHERE SEPARAT'ON P157ANCE OF OVERHANG 15 LESS THAN 5'AND MORETHAN 2'FROM PRO12EPITY LINE
ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
ALTERNATE: DOOR FLASHING INSTALLATION DETAILS
RATEI) SOFFIT ASSEM[3LES WHICH MEET N.T.S. DRAFTING BY:
UL TANI)AF\[)S FOR (1) HOUR
FIRE RATING ARE FERMITTEI) 12627 San Jose Blvd
Suite 702
OFFICE COPY Jacksonville, FL 32223
ofatheas
Florida Desim Inc 904.260.3319
MIN ENNE
TU13E STEEL PEC� f�AIL DECK TO WALL FLASHING NOTES
FOK SIDING
URETHANE CAULK JOIN
DUfLPING FAFER TO
(TO 13E MAINTAINEP) LA12 OVER METAL
1/6"-3/16"
FASCIA METAL FOf� STUCC01 FLASHING
PLI-PEK SYSTEM ICC-ES ESR GRAVEL ST019
-2097 EXTENDS UNDER POST 26 GAUGE GALVANIZED
EIFS 'T
Of� SIPING DONDERIZED SHEET
METAL FLASHING MIN.2"X6",26 GAUGE
17\ GALVANIZED,13ONPERIZEP
RUN METAL LATH TO EDGE 4 to XL311 To LWETAL
OF THE HORIZONTAL SURFACE 3" GRAVEL STOP
PLI-PEK SYSTEM E WEEP-SCREED FLASHING
[CC-E5 E5R-2097 CAULK INSIDE AND E 5�
N� 0
/T\\
-)E FASTENERS
OUTSIL
(FASTENERS PEP,
MIN.26 GAUGE STRUCTURAL)
GALVANIZED 2
04
13ONPERIZEP 5/8"MIN EXT.GRAPE
SHEET METAL PLYWOOD THE PLI-PEK SYSTEM ICG-ES
(3/4"RECOMMENDED) ESR-2097 TERMINATES AT THIS r
SLOPE 1/4"PER 12" POINT
WOOD 5LOCKING OR
PLYWOOD EXTENSION
MAY VARY ACCORDING
TO FASCIA API?LICATIONS
STUCCO/EIFS
C)
5/8"MIN EXT.GRAPE PLYWOOD
(�5/4"RECOMMENDED)
13ASE PLATE AS REQUIRED STRUCTURAL PLANS
SLOPE 1/4"PER 12" 13ITUTHANE DUILPING PAPER
0 0
13UILPING PAPER STEEL 1:�'OST PER STANDARD GUAFPRAIL PANEL x x x x x x x
0 0
T 5/6"MIN EXT GRAPE PLYWOOD 50mm
19mm(34")MIN. SLOPE 1/4"x 12" (2")MIN
APPLY MANUFACTURER'S RECOMMENDED JOINT T REVISIONS
SEALANT AFTER COMPLETION OF PLI-PEK FINISH
COAT.THE PLI-PEK SYSTEM TERMINATES AT THE
DASE OF RISER.SEALANT WILL NEED 10 DE MIN.EXT GRAPE
MAINTAINED APPLY MANUFACTURER'S RECOMMENDED PLYWOOD
PLI-PEK SYSTEM JOINT SEALANT AFTER COMPLETION OF (5/4"?\EGOMENPEP)
FASCIA TO WALL TO DECK ICC-E5 ESR-2097 PLI-PEK FINISH COAT SLOPE 1/4"PEII�121
FLASHING INTU�SECTION THRU-50LTS OF LAG DOLTS PER STRUCTURAL PLAN
5LOCKING AS REQUIRED PER\STRUCTURAL rLANS
13EAM5 MAY OCCUR
DECK FLAN VIEW
2.5 L[35/SQ.Y[).
GALVANIZED(PIFI�EP)EXPANDED PECK TO WALL FLASHING
METAL LATH 2.4 M X.69 M(96"X 27)
OVERLAPPED 19 MM(5/4")AT EDGES WALL FRAMING 410 MM(16") 1 V E RLS" I D E
FLASHING O.C.MAX
THRESHOLD
OVERLAP LATH ON I HE-r FLASHING
V
MIN.2"X6",26 GAUGE FLASHING TO THE EDGE
GALVANIZED,13ONDERIZED OF THE PECK SURFACE EXTERIOR(32RAPE
PECK-TO-WALL FLASHING PLYWOOD 16 MM(5/5")
WITH5TUCCO STOP FOR WALL MIN W11H 5.2 MM(1/,6')
51 UCCO AND FIFS SYS1 EMS GAP 13ETWEEN SHEETS Build With Confidence
--------- FLASHING PAVERK TO 12276 San Jose Blvd., Suite 120
EXTENSION METAL TO f2O5T FL/�5HING COVER SEAMS IN FLYWOOP Jacksonville, Flofida 32223
13E INSTALLED 5EHINP PECK 50 MM(2")MAX.
TO WALL FLASHING Office: (904) 449-1650
4"AND PRE CAULKED PRAIN-N�,�
www.mynversidehome.com
5UILPING PAPER FA-�E NAIL(A MIN,OF
TO OVERLAP 4"MIN. T'A 0 NAILS PER,SIDE)
AT THE FLASHING ON
PECK SURFACE EACH SIDE OF POST
APPLY MANUFACTURER Lot 113
RECOMMENDED JOINT SEALANT FASTENING
DEHIND FLASHING AND LATH
AT THE TOP OF THE
FLASHING. Atlantic Beach
FLASHING 15 SECURED
TO SUE3FLOOR WITH NAILS STAIII�FLASHING Country Club
ON ALL SIDES
5UILPING PAPER TO
5E INSTALLED DEHINP OFFSET METAL LATH EDGES
SHEET METAL 0 THIS
APf2LY MANUFACTURER 152 MM(6)MIN FROM
POINTMIN.2" RECOMMENDED JOINT SEALANT
FASCIA METAL AFTER COMPLETION OF THE POST&R/ML EDGE FLASHING 1'-LYWOOP SEAMS
PLI-PEK DASE COAT AROUND FLASHING Sones Residence
13ASE OF POST. PLI-PEK SYSTEM
TERMINATES AT THIS POINT
GALVANIZED,26 GAUGE,FLAT METAL G555 TO 3E COATEP ON ALL VERTICAL
INSTALLED ON ALL CORNERS OF THE FLASHING
POST AND NAILED TO THE SUBSTRATE
FASTENER PATTERN FOf� THF\)E5HOLD FLASHING Flashing Details
METAL LATH P(ST 1x4 NOTCHEP*WOOD TRIM Atlantic Beach Drive
(P:-:P\PLAN) AROUND PERIMETER OF 13ASE
SE'ALANT SEALANT (OPTIONAL) POU13LE FLASHING FOP\50 TO 152mm(2"TO 6") STEP-UP Atlantic Beach, Fl. 32233
76mm(3")O.C. NCTCH POST 1/2"DEEP 9 3"
IN THE FIELD 25mrr(11/2")O.C. ABOVE PECK SHT'G AROUND
(12 STAPLES PER
ON OVERLAPPED PERIMETER OF POST Drawn By Sheet
SQUARE FOOT) LATH SFAN,15 PER STRUCTURAL ARJ
THRESHOLD FLASHING
PLYWOOD SEAM COVERED 2�1 GA.5ONDERIZED PLI-PEK SYSTEM Date 09-01-2016
IN 2"WIDE SFAM PAPER 2-21ECE SHEET ICC-ES ESR-2097
AND STAPLES 1 O.C. OVERLAP LATH MUTAL SADDLE A�FLY MANUFACTURER'S RECOMMENDED Scale 11 I-Oft
JOIN]-SEALANT AFTER COMPLETION OF
MI A.4"LAP FULLY 1/4 = 1
19rrlrr(3/4")min. DE PPEP IN SEALANT P�I-PEK FINISH COAT.THE PLI-PEK SYSTEM of
(A 14 SIDES OF POST TO E3E C 0 0 40 MIN 3 TERMINATES AT THE BASE OF RISER Plan Key Largo- B1
FL�SHEP) 7
0 0 G��LVANIZEP 30NDERIZED PECK
/Or x X'x x A x x x x x x
z Z A I CAULK 3ETWEEN FLASH NG F�ASHING MIN 2"ON PECK AND
AND THRESHOLD,AS WELL H�IGHT DEPENDS ON RISER SIZE Written dimcn5ion5 5hall have precedence over 5calc dimcnstion5.
AS 13ETWEEN POOR iAM5 OVERLAP WALL TO PECK FLASH Gontractor5 5hall verify and be re5pon5ible,for dimen5iot15 and
AND THRESHOLD 4'�'ON EITHER SIDE.
PECK SHEETING POST CONNECTION FER. conditionet of the job.
STRUCTURAL 'PLI-I)FK SYSTEM
ICC-ES E5F-2097 DESIGN BY:
5 C", W 0
MICHAEL STAUFFER,ARCHITECT,AR13908
FLOOR JOIST OR E3LK'G-
2',\ 77/5S A
< 1093 AlA BEACH BLVD. SUITE#330
U-J < CONNECTION POST PER
.E ZD
ST URCT, ST.AUGUSTINE BEACH, FL 32080
MIN 2" TELEPHONE:904-471-2552
Nzl -0- 1
A------------- -- -------------- T Z
DRAFTING BY:
50mm(2")O.C. *MAY APPLY GU5013ASE CAULK 13ETWEEN FLASHING�/ -.011 1
AND COMPRESS TOGETHER 5/5"MIN.EXT.GR
AROUND PERIMETER. COAT AT POST 13A5E TO APE
DIVERT WATER VLYWOOP 12627 San Jose Blvd
NOTE:WHFRE LATH OVERLAPS PERIMETER AND FLASHING PAPER (3/4"KECOMMENPEP) Suite 702
(PLYWOOD SEAMS)STAPLE EVERY 11/2" O.C. SLOPE 1/4"PER 12" OFFICE COPY orthe Jacksonville, FL 32223
F1.orida Design,Inc. 904.260.3319
39-1r NOTES
49-11" 1.DOORS AND WINDOWS ARE APFKOXIMATE
INISHEP SIZES;REFER TO MFG'5
--u— mf�� POP&SH
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941. LIVING 0 12276 San Jose Blvd.,Suite 120
H.D. Jacksonville,F7onda 32223
2T-1r PNTRY
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T NOTES:
51.1-41RIX MECHANICAL EQUIFMEN Comractom 6hallve,&y and be m5porebb for dimcn5lor ard
"KIETER.SrHm CARIOT rm5 Trecu-11 coWmM5 of th,jo�.
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ABLE W RE%51 A 4WM 20 L5,5 FDC-R302.5.2:DUCTS IN GARAGE SHALL 5E MIN 26
FER Lff-41 Mr AMED 13ESIGN BY:
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GUA9D YLS 5K41-WT rr; MY tff PA ALLOWED. MICHAEL STAUFFER,ARCHITECT,AR13908
15T FLOOR LIVING 1590
1093 Al A BEACH BLVD.SUITE#330
ST.AUGUSTINE BEACH,FL.32080
a, 2NP FLOOR LIVING 7bb F[3C-K,M1,30511:MIN 4"CLEARANCE REQUIRED AROUND
Kr5TAIR WY W.r FA-5 TELEPHONE:904-471-2552
TOTAL LIVING 237 ALL SIDES OF MECHANICAL EQUfrMENT AND
F-J"ON1 SKU DE SLO' NOTE TO FAMEK: a
NAT A 6"AIMETER COMPONENT5,INCLUDING DUCTS,WITH THE TOTAL WIDTH
GARAGE 467 DRAFTING BY:
OF THE ENCLO 5ING'S PACE DEING AT LEAST 12"WIPE?
INSET ALL EXTERIOR WALLS 1/2" FROM PORCH 346 THAN THE FL19NACE OF AIR HANDLER
3ALCONY 346 12627 San Jose Blvd
1.DOOR
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GROUNP-MOUNTED MECHANICAL UNITS SHALL DE Suite 702
EPGE OF FOUNPATION TOTAL COVERED 3537
ANCHORED IN ACCORDANCE WITH F13C-R,SECTION Jacksonville,FL 32223
904-260-3319
DESIGN SPECIFICATIONS: GENERAL NOTES:
8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
Project has been designed in accordance with the 5th Edition(2014)Florida Buildir g 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with
Code, Residential,and the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, HENGINEERING, INC.
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of-1"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2
JACKSONVILLE,Fl_..�M
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in P:904.886.2401 F:90 266.4367
cubic yard in accordance with manufacturer's recommendations. 15
21 www.HulsbergEngi/eer�'h.g.com
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type
FLORIDA C.A.N�MB�R:25846
Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least P f S
3. The contractor is responsible for the means and methods of construction. It is the .,- t
Wind Exposure: B(Enclosed Structure) 95%of the Modified Proctor Maximum Dry Density(ASTM D 1557).Termite protection $.
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction
V-4 N4
construction.
Wind-Borne Debris: NOT located in the wind-borne debris region is completed.
10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 5 1 t : CC
o
commencing work. O�-
owner and/or contractor. Examples of such items include,but shall not be limited t(, compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density Z
determination of grade elevations,drainage features,and special requirements (ASTM D1 557)for a depth of at least two feet(Z-O")below the bottom of the footing.
5. The contractor shall supply, locate,and build into the work all inserts,anchors,angles,
associated with FEMA flood hazard and/or DEP zones.
A PL
plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth
2" Concrete exposed to earth or weather ON,PE
Floors: 6. All details and sections shown on the structurai drawings are intended to be typical 1 1/2"Concrete not exposed to earth or weather No.50791
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except COM,MENTS:
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The 'loor where'Indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall b D minimum lengths: us
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor
#4 bars: 21"minimum 0
shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum Z
Roofs: drawings and any drawings prepared by others prior to commencing work.
J Z
#6 bars: 32"minimum
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) J 4 0
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a ,oils exp!oraflon rpport, 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.>0 0
The design of the project structure assumes an allowable scil bearing capacity of
Refer to Architectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conditions encountared diffe..-Trorn the 0 0 Z
14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support 0 0 ice
noted assumptions. All requirements for site preparation and soil compaction
DESIGN LIVE LOADS: reinforcing steel.Support items which bear on exposed concrete surfaces shail have ru CJ .
specified in the soils report shall be followed,unless more stringent 1,equiren tents ate 0 Ic
ends which are plastic tipped or stainless steel. soma
Floors: specified in these plans. W o Z
T
0 0 0
Exterior Balconies: 40 psf MASONRY: M
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 lb point load) General: um 0
0
Garages: 50 psf(or 2000 lb point load) 1. All concrete work shall be in accordance with"Building Code Requirenierits for 0 LL.
1L cc
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete."ACI 301 1 All masonry work shall be in accordance with"Building Code Requirements for 0 W LIA
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
Attics: 2. All concrete shall have the following minimum compressive strengt!l at 28 days.- 530.1-11 LU
UJI us
Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: f c=250W'i
LU 1A
72
With Limited Storage: 20 psf Structural slabs,walls, beams and columns: f c=3000tusi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi
2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11".
C
Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Less than 4:12 slope: 20 psf in brick veneer.
412 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33)
CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic
material or other substances that are deleterious to concrete or steel reinforcement- Concrete Masonry(CMU):
PROJECT:
Walls:
113 ATLANTIC BEACH C.C.
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise rioted c.n the 1. Concrete masonry units(CMU)shall be ASTM C90-1 1 B, Hollow Load-Bearing
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of (KEY LARGO-B)
Wind loads with flexible finishes: L/1 20 or L/1 80* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 1900 psi(f m=1500 psi). 2 JOB NUMBER:
L/1 80 for exterior walls with interior gypsum board finish. drawings. 16-1621 I"U":DUVAL
SCALE:
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following
X811 =V-10"(U.O.N.)
Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: E
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars- 20"minimum DO NOT SCALE THIS DRAWING
RELEASE DATE:
Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum
12-0-9-16
#6 bars: 30"minimum REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts.
Total Load: L/1 80
DRAWN BY:
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall JCG
height exceeds 6-0".
CHECKED BY:
MJ13/FSS
5. Beam reinforcement shall be continuous across control joints. TITLE:
GENERAL NOTES
SHEET 1 of 2
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