544 ATLANTIC BEACH CT - SFR ARCH. drawings NOTES
1. DOORS AND WINDOWS ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENINGS PRIOR
TO FRAMING
62-11" 23'-4"
2. EXTENDED LANAI
5. EXTEND GARAGE 5' TO THE SIDE
211-411 31-511 61-211 12'-6" 6-2-21" 4. ISOKERN VENTLESS GAS FIREPLACE
.10 5. 5UMP OUT PINING
111-611 11-811 21-011 7-2�" 6. SOUARE OFF OWNERS SUITE
14 K 11 7. GARAGE STORAGE TRUSSES
I TANKLESS GAS ' I I
ZP65 SH-EGRESS ��P56 SH-EGRESS r_�AS WH Sf 13 20��P 5H ZP56 SH-TMPRIP. ZP56 SH 15. 5-1 GROWN MOULDING IN STUDY
SILL 0 2'-6"AFF SILL 9 2-6"AFF 5ILL Ca 5'-0"AFF SILL 0 2'-6"AFF 5ILL 0 21-6"AFF 4
41
2xb WALL 9. 5 " CROWN MOULDING IN POWDER DATH
ROP&SHELF 10. PKEPLUM5 SUMMER KITCHEN W1 VENTED
HOOP GAS STU13
T I U_ _TMPRP GLS 11. G�kAGE SVC. DOOR
U_
(0 2 �E / ENCL.OVER (?0
wic I n o U <
10 CLG. 42"h WALL 12. PAVERS AT LANAI AND FRONT PORCH
UJ 15. 42''h WALL W1 CAP AT LANAI
47_:� CF1\
@ CLL "" F 0 F\C H
0) (? I 1(Y CLG.
C\� I M .61 14. WIS LOOP
=4 51-0"X 22'-0"
0 1? < 15. REDESIGN OWNERS SUITE, WIC AND OWNERS
3: 10�1 PL.HT.
�u x 11 11
t STUDY
X
DO U_ < U T� PAVERS E3ATH
< < C'q C\3 N
:r = OWNER'S N 30"ARCH EF\5 12'-0"X 13-0" K)
Q0 N
L OPNG AT 91h 10'CLG. 16. GAS PACKAGE W1 6- PROPS
LO 13ATH
LL 17. (2) TANKLESS GAS WH
SUITE
ROP&SHELF 7 10'CLG. &00
I 10'CLG. 18. LINEN AT FWPR 13ATH
20-61 X 14'-11"
10'CLG.
12X12 CMIU COLUMN
U_ HEADER 0 6' < 19. 3OL30 ENTRY POOR W/SIPELITES ILO P[3L
< Atz-
(Tyr)
9 ENTRY DOORS
41-101, 7-3" -1 C\3
51-91, 7-511 C111
!IS
10'CLG. (S)
0 C50 C)
r-4 7 7
GAS 10'CLG. cl�
CN11
STUD
LINEN
I I REVISIONS
�q 55 ;0)
46'HEATILATOR
N 2x6 WALL -M
CIO RAVE VENTEE)LINEA Chimney added 5-25-16
GAS FIREPLACE FOYD� I 1 121
Qt\
9k 61-511 6-21�2" C111
Ej- 2 10'CLG. �.o� -I
V
0 ill-oll 31-711 41-31f 71-211 101-211 51-01
UP 19 RISERS 7
Lo
715/32"RISE
1011 P
\UN
'CLG.
f Y\\==
MI
Ll
P43H, 7�
R
To
'7 VE Vf LINEA
GAS F
OHC COATS 3056 SH
--------------------- 0)
F/�MILY -1 1 MICRO SILL Ca 2'-6"AFF
C111 I
C� L L)RAWER R&SH
REF.
ROOM
24'-1"X 19'-7
r\ITCHEN uz
101 CLG. IVERSIDE
EXTENDEP
1*-9"X 0-6' C1
10'CLG.
<
LU
LANAI 10D
CIZ
15'-0"X 2777- W
(D
C�
10'-1 J"PL.H-r. 00'
6) PAVERS
<
< >
7 GAS >< Build With Confidence
9 W LD It I LD
STUD I 1< -di
4x4 P.T.POST < 1�1 I I ER 1W 1� -
P13L. UND L<) U cz
WIZAPPEP TO 2 (P n i
5TAIR
OVENS 414 Old Hard Road, Suite 502
9X9 STORAGI <
1\ tz Fleming Island, Flofida 32003
- 13 G A RA G E
Office: (904) 264-6553
231-10"X 26-7
Fax: (904)269-2729
61-10" 21-811 All 10-1 J"FL.HT. 0 CN
STORAGE TRUSSES 0
< a
MUD
LU <
10'CLG. POOR 15 13/8"MIN.
c1q
PREFLUM13 SINK SOLID CORE OR 20
1 x6 WALL MINUTE FIRF RATED Lot 20
SUMMER PINING P/W I 1� (SELF CLOSING)
KITCHEN s:'�'
19'-7"X 10'-0"
< C�'
10'CLG.
0
OHC OHC i [)F\Y Ca DUi < Atlantic Beach
PREFLUME3 t 10 0
PREPLUM5 :�'ANTF\� '15 1>1 S
VENTED < 1 n__
HOOP SINK 4. . ...................... < W (1) OU ( I
10'CLG. ��: I I �D Z UJ LL
056 SH GAS < U-1 n 0 1
GAS (2)2' - W STUD LU 0 >- Lu Country Club
LEo I AFF':�Jj __J ��: �- (D Q -.7
Cq C\3 li- UJ
5 SH
Ill
13 AIC A/C, UJ
42"h WALL W/CAP COMP. CON I P. 4 <
GAS \NKLESS 64_6 Qlz
I J __'4 2 SH-T MPRI). < LU <
. I STUD L_t-�S WH SILL 5'-6"AFF 3: W 0
119" (3)2050 SH
SILL 9 3�47AFF
W/S
Hughes Residence
LOOP 3080 3P53 SH
SILL 0 2'-6"AFF
SVC.DR.
H.D.
2'-0" 21-611 V 21-611 2'-0" 3'-2" 2'-6" 31-911 4-10" 51-011 1st Floor Plan
7-6' 631 Beach Avenue
1!5'-0" 91-011 5,-* 12-11" 12AV 24'-10" Atlantic Beach, FL 32233
Drawn By Sheet
BS/MA
Date
04-06-2016
OFFICE COPY Scale 1/411 11-011
of
15t LOOP,,, FLAN Hampton 10
MECHANICAL EQUIF'MENT NOTES:
SQ. FTG. CALCULATIONS
Written dimensions shall have precedence over scale dimensions.
NOTE TO FKAMER: FL36-R302.5.2: PUCTS IN GARAGE SHALL DE MIN 26 IST FLOOR LIVING 2307 Contractors shall verify and be responsible for dimensions and
EXTERIOR WALLS INSET 1/2" FROM SLAE3 EDGE
conditions of the job.
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 2NP FLOOR LIVING 1118
ALLOWED.
TOTAL LIVING 3425 DESIGN BY:
FE3C-f\', M1505.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE 694 MICHAEL STAUFFER,ARCHITECT,AR13908
ALL SIDES OF MECHANICAL EQUIPMENT AND PORCH 181 1093A1A BEACH BLVD. SUITE#330
ST.AUGUSTINE BEACH, FL 32080
COMPONENTS, INCLUDING PUCTS, WITH THE TOTAL WIDTH LANAI 425
TELEPHONE:904-471-2552
OF THE ENCLOSING SPACE DEING AT LEAST 12" WIDER
13ALCONY 174
THAN THE FURNACE OR AIR HANDLER TOTAL COVERED 4599 DRAFTING BY:
GROUNP-MOUNTED MECHANICAL UNITS SHALL E3E
ANCHORED IN ACCORDANCE WITH F[3C-F\, SECTION 12627 San Jose Blvd
M1307.2. Suite 702
ortheast Jacksonville, FL 32223
Florida Design,Ine- 904.260.3319
-Eno*
NOTES
1. POOKS ANP WINDOWS ARE AffROXIMATE
FINISHEP SIZES; REFER TO MFG'S
SFECIFICATIONS FOR ROUGH OFENINGS PRIOR
TO FK/WING
40'-l"
32'-2" 7-11"
10
NOTE:
SFRAY FOAM ATTIC INSULATION NO
51-611
VENTING REQUIREP
2'-5" 7-27" 2-9j' 21-61 21-211 91-21[ 21-6
3050 5H ��P50 5H 2c,30 5H 3950 5H �5050 5H
SILL COD 2'-0"AFF SILL 0 2'-0"AFF SILL Ca 4'-0"AFF SILL 9 2-0"AFF SILL Ca 2'-0"AFF
t
EGRESS EGI�Es f-EGRESS EGF�E-55
--------- -
T:'ITCH ---------- - IZ�l�I PITCH
------------ L Zr r-11 I
I <- 7
BREAK i i i 13P\EAK K LL
Li
ct)c) <
11 4.51 11 1 1 1 1 1
If 11 1 1 1 U I I
F\ #2
-)GE
4.5:12 < FIL L- I I I Dq/�
Ef 11 TH #2
IL--------- U
I E��r-------7 E�� [3K #5
L -i L I la- rL 9'GLG.
RIDGE <
8:12 Ui
11-6"X K-O"
9'CLG. REVISIONS
-----------
27---ji I-- 7---
---------- _U (0 )
------7r- L17- P
f-Pz2=V
L- ------- -------- CR L if Chimney added 5-25-16
J, -------- LJ
r\
- ---------------- PEC
(N
Li LLE 61 4.5:12 6-011 X 221-411
U-
y =3 < 9'CLG.
C�
11 g F9
1-6 11 2X301 <
C\1
< 1 17; C\1 WIG I ATTIC
5:12
it CIZ
KII)GE KIPGE -------�] on @ -
0z -- - - - --- -TC-LG. LA LC E�j
5:12 17 1 -4- it
11 PITCH L
L---
2
C\,
5REAK
r Ma -- K&SH
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A
C\J
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6:12 UJ C�6
I L= Ln .5:, ATTIC 5 FORAGE
I r
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IT"
< ATTIC
1.5. RIDGE UJ
< W ACCESS
UJ 17: U
C\J UJ K&SH LOFT M C\3
Li LL IVEKSIDE
ILETI �d3
U 5:12
4.5:12
U 9'CLG.
/+.5:12 E
n n
ri
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8:12
IL --J ------ DATH 5= N 9'k(-/LG.
r-I I T- --- ----------
PITCH -1 - - - 7 9'CLG. POWN 19 FISEK'S MIN!
DKEAK IN I
C\1
I L I
L ------- r----- L--------- 10"RUN Build With Confidence
tN L6
L R&SH
L I El 0
U0 (:0:;0) 9 cl�
FITTH 2x6 WALL C13 U) ,I-
5FE AK HALF WALL W/CAP
--i 6x6 P.T. 414 Old Hard Road, Suite 502
-:3
- s. �S) POST (TYP)
Fleming Island, Floyida 32003
9
(;) :�- Office.- (904) 264-6553
Fax.- (904)269-2729
C'� ;--A
DATH #4 <
<
KOOF FLAN Cq 9'CLG.
-;iN- Lot 20
SCALE: 1'-0"
51-911
'o ol 121-611 Atlantic Beach
R&SH
Country Club
AHU
GENERAL STAIR PETAIL 5GALE:N.T.S.
bf� #4
14'-0"X 11'-6" Q
MECH. 0) It
ATTIC VENTILATION AREA CALCULATION5 9'CLG. �4 0
< WIC <
9'CLG. -1
Excerpt of the 2014 13uilding Code,Re5idential O) o
*STAIR.NOTES: 1 9'C L G.
ACTUAL DIMENSIONS WILL VARY DEFENDING 014 FIELD CONDITION5.FLOOR COVERINGS,/�NP/Olp\ Hughes Residence
K606.1 Ventilation required.
VARIANCES IN CONSTRUCTION MATERIAL.ACTUPL CONSTRUCT10N MUST COMPLY C\3
Enclo5cd attic5and onclo5cd rafter 5pace,5 formed whore coilinq!5 are,applicd directly to t.�c W/R311.7 OF THE FLORIDA BUILDING CODE,RESIPENTIAL. AHU
urdcmdc of roof raftcr5 5hall have cro55 ventilation for each 5cparatc.5pacc by ventilating opcnir105 MAXIMUM RISER HEIGHT: 7-3/4"
protected a0ain5t the entrance of rain or 5now.Ventilation opcniny5 5hall have,a lca!5t dimon5ion of MINIMUM TREAP DEPTH: 10"(NOT I%LUDING NOSING) R\&SH
1116 inch(1.6 rnrn)minimurn and 1/4 inch(6.4 rnrn'maximurr.Ventilation opcnirie5 having a lca5t MAXIMUM RISER HEIGHT VARIATION: 3/8"(ENT]RE FLIGHT) 30505
MINIMUM STAIR WIDTH: 36" JN ZPtP�H -4 H
dirnen5ion larger than 1/4 inch(6.4 rnm)5hall be provided-with corrc!5ion-rc!5i!5tant wire cloth MINIMUM HEAPROOMCLEARANCE: 6-6'(ADOV�-NOSING-) SILL-Q 2'_0"AF�
15crccrir1q,hardware cloth,or 5irnilAr materi.11 with opcnine5 navine a loa5t dirricri5ion of 1/16 inch(1.6 IGRESS Roof Plan/2nd Floor Plan
rnm)rrinirrum and 1/4 inch(6.4 mrn)maximurn.Opcnino5 in roof f rarnino mcml�cr5 5hall conform to the *HANDRAIL NOT'E5:
requirements of Section R802.1.5.Required ventilation opcninq5 5hall open directly to the out5ide ACTUAL CONSTRUCTION MUST COMPLY
air. W/R311.7.7 OF THE FLORIDA 5UILPING CODE,REE IPEN11AL. 2-61 '91-94 2'-6"' 631 Beach Avenue
HANDRAILS SHALL NOT BE LESS THAN 34"OR�10RE THAN Ze'IN HEIGHT A50VE THE STAIR NOSING.
Exception:Attic ventilation 5hall nol;be,required when determined not nocc55ary by the code official HANDRATLS SHALL BE CONTINUOUS PEI?FLIGHT OF STAIRS. 1411" Atlantic Beach, FL 32233
HANPKAITLS SHALL BE 11/2"CLEAR OF ALL APJP GENT FIN15H
�uc to atrno5phcric or climatic conditiono. MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE
IN NEWEL P051-5 OR 5AFE TERMINALS. 5'-611 25�43" 7-11"
R,506.2 Minimum vent area. HANPRATLS SHALL BE 11/4]'-2"IN CRO55 SECTIONAL P11MENSION,OF APPPOVED EQUIVALENT,AND EDGES
The,minimurn net f ree ventilating area 15hall be 1/150 of the ama of the.vented 5pacc. SHALL HAVE A MIN.RADIUS OF 0.01". A oo,
HANDRAIL CON57RUCTION SHALL BEADLE TO RE5157 A LOAD OF 200 1-135 APPLIED IN ANY DIRECTION T Drawn By Sheet
Exception:The rrininnurn net f rcc ventilation area 5hall be,1/300 of the vented 5pacc provided one or ANY POINT ALONG THE TOP RAIL. BS/MA
more of thz f ollowine conditioio are met: 5TAIR AND RAILING SUFFLIER INSTALLER 5HAI L SATISFY ALL Date
1.In Climate ZoncS 6,7 and&,a Cla55 I or 11 vapor retarder i5 in5tallcd on the warni-in-winter 5idc of BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR 04-06-2016
THEFFODLCT'S THEY PROVIDE OR INSTALL. 2N [) FLOO FLAN
the cciliN. Scale it 1-011
,MEDIATE RAILS OF
OPEN RAILS SHALL HAVE INTEP 1/4 = 1
2.At lca5t 40 percent and not more than 50 percent of the.required ventilating area i5 provided by AN ORNAMENTAL PATTERN SUCH THAT A
�D of
vcnilator!5 located in-the upper portion of the attic or after 5pAcc.Upper ventilator5 5hAll be 4"PLAMETER SPHERE CANNOT PASS THROUGH Plan 10
located no more than 3 feet(914 rrlrr)below the,ridge or highc5t point of the 5pacc,rrica!5ured THE GUARDRAIL CONSTRUCTION SHALL BE Hampton
vertically,with the balance of the required ventilation provided by cave or cornice vcnt5.Where Vie A13LE TO RE51ST A�LOAD OF 20 LB5
location of wall or roof f rarnine rncm1bcr5 conf lict5 wivi the in5tallation of upper ventilator!5, PER LINEAL FOOT APPLIED
in%allation more than 3 feet(914 rnrn)below the rid�c or highc5t point of the 5pacc 5hall be, HORIZONTALLY ALONG THE TOP RAIL.
4"5PI-IEFE Written dimensions shall have precedence over scale dimensions.
permitted. GUARPRAII-55HALL NOT BE MAY NOT PASS Contractors shall verify and be responsible for dimensions and
P\806.3 Vent and ineiulation clearance. LESS THAN 36"IN HEIGHT. 6 5PHEFE THRO�GH conditions of the job.
Where cave or cornice vorit5 are in!5tallcd,in5ulation!5hall not block the f rcc flow of air.A rrinirrum o� THE TRIANGULAR OPENINGS MAY NOT PASS
a 1-inch(25 rnrn)!5pacc!5hall�c provided between the in!5ulation and the.roof 5hoathing and at the, AT STAIR TREAD,RISEIP,& TWOUCH
location of the Vent. 130TI-OM SHALL BE SUCH DESIGN BY:
THAT A 6"DIAMETER MICHAEL STAUFFER,ARCHITECT,AR13908
SFRAY FOAM ATTIC INSULATION SPHERE CANNOT PASS THROUGH. 1093 AlA BEACH BLVD. SUITE#330
NO VENTING REQUIREP ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
DRAFTING BY:
OFFICE COPY Aab
12627 San Jose Blvd
Suite 702
orthmt I JacksonviUe, FL 32223
Florida Design,Ind 904.260.3319
NOTES
1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR
DOORS - REFER TO MANUFACTURERS
SPECIFICATIONS FOR REQUIRED SLAD RECESS
PRIOR TO POURING CONCRETE
2. EXTENDEP LANAI
3. EXTEND GARAGE 5' TO THE SIDE
4. EXTEND DINING ROOM TO END OF FAMILY
ROOM
(56'-411 5. SQUARE OFF OWNERS SUITE
6. PREPLUM[3 SUMMER KITCHEN
29'-14' 2'-011 2-6i' 2-0" 51-611 61-2" 21 7. GARAGE SVC. DOOR
8. PAVERS AT LANAI AND FRONT PORCH
T ANKLESS GAS 9. W/S LOOP
GAS WH STUD
1P 1 10. REDESIGN OWNERS DATH
__J r- J- ------------J L--------
---------- L--------------------- L---- ----- ---------------------- -&111110i�
j L 11. GAS STU3 AT FIREPLACE
I F
12. GAS PACKAGE W/ 6- DROPS
STEM WALL 61 TEM WALL
L
FOUNPATION Iz I
FOUNDATION 15. (2) TANKLESS GAS WH
Uz -PROME 6"
SLAD�'Ms
1 0 5HOWO�,,
QQ
f
PAVERS L
&0 1z
L------------------J
———————————I F--7
L--J I F-'
L--J I t-—————————————— -————————————————————————-J
LF-------------- ----LF-------------------I F7 f THICKENED 9
EDGE(MONO SLA13) Cq
GAS SLOPE
STUE� r-T F
------------ ---------------------------J I [ I ---------- REVISIONS
—— -- ------ toll
r- --7 r-————————————— --7
-+- r
I I [ I I I I r--I I I L
------ ------ ------------------- I I I I I I 1 [ 11 1 Chimney added 5-25-16
I I I C-----J' -i L--J I I I I
-J I I I I I L--------------- I
LiL------ -----------------
31-2-1" L�L
15'-0" 2
4"CONC.SLA13 W/F113EF MESH OR
6x6xlO W.W.M.ON 6 MIL.VISQUEEN ——————————— - ———————————————- ———---——————————— ——L——————————————————————--- IL———————
r- ————————— r
OVER CLEAN,WELL COMPACTED FILL F————— r-——————-
L—————J
REF.i F!
K
IVE & SIDE
241-411
111-011
PAVERS r
FLOOR OUTLET
FIELD VERIFY
GAS as
LOCATION L,:!� J
STUE3
Build With Confidence
L -------
4"CONC. 414 Old Hard Road, Suite 502
SLOPE
5LAI3 Fleming Island, Florida 32003
9
L Office. (904) 264-6553
L-------I ILI
Fax: (904)269-2729
THICKENED
EDGE(MONO 5LAE3) SLOFE
1% MIN.
THICKENED ------
EDGE(MONO SLAD)
Lot 20
SINK W1
�'RE P L U M L3 D/W
SUMMER 1 7 7 Atlantic Beach
KITCHEN GAS
STU13
t-t 7
2�xr U I
FREPLUMD 010 W �D I I I
—————— "mom�7 -i I
SINK I r----)l C\1 Count.-ry Club
STEM WALL I 1W [I
GAS 1 . 1
FOUNPAT ION
STUE3 11011
L r-------- r-------- L
7
-I r------
a- J A/C AIC
Mumma
L C OMP. I ' L- I
r-= -F--1 i -J OMP. C L GAS FANKLE55
/ I J \ GA�S�H
L--i L J L J 01U3
-J L Hughes Residence
W/S
STEM WALL
Ln LOOI FOUNDATION
L
30 SILL
------------------------------ r--------
Foundation Lavout
4'-011 14 21-811 L1011 1111 171-411 631 Beach Avenue
Iq "I + I
nol-5.1 12-11" 24'-11" Atlantic Beach, FL 32233
151-011
7r
Drawn By Sheet
BS/MA
Date
04-06-2016
Scale
FOUNPATION LAYOUT 1/4 1-011
of
Plan Hampton 10
Written dimensions shall have precedence over scale dimensions
NOTE: Contractors shall verify and be responsible for dimensions and
conditions of the job.
FOUNPATION LAYOUT FOR CONCRETE FORMING
ANP FLUM13ING LOCATION REFERENCE ONLY. DESIGN BY:
MICHAEL STAUFFER,ARCHITECT,AR13908
REFER TO ASSOCIATEP ENGINEERING PI�AWINGS 1093 AIA BEACH BLVD. SUITE#330
FOR FOOTER LOCATIONS AND PETAILS. ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
DRAFTING BY:
12627 San Jose Blvd
OFFICE COPY Suite 702
ortheast Jacksonville, FL 32223
Florida Dcsign,Inc. 904.260.3319
NOTES
STANDING SEAM
METAL ROOF(TYP) 1. EXTENPEP LANAI
2. GARAGE EXTENPEP �Y TO SIPE
5. SQUARE OFF OWNERS SUITE
— —— — — — DUILDING HEIGHT 4. EXTENP PINING ROOM TO END OF FAMILY
ROOM
2� 5. STANPING SEAM METAL ROOF
12 12 6. PECO RAILING APPEP TO EXTERIOR RAILING
HARDIE OR NIGHIHA
SIDING TYP.
5AHAMA
SHUTTER
12 fITCH 51?\EA� 12
4.5
PLATE HEIGHT
IN
Nor U U -m- V, U U U U U U U U U
00
20"OVERHANG
18"SHUTTER.(Ty?)
2
P2 IF
U=r
V1
L
VT 11 It I I j 11 11 11 .1 FINISHED FLOOR
PITCH 13REAK
12 r
PLATE HEIGHT PLATE HEIG�
U U U U U U U U U U U U
n nj n n n n n n n n na-
STRUCTURAL
E3RACKET TYP. REVISIONS
---------- 15''SHUTTER(TYP) Chimney added 5-25-16
C) C)
2"TRIM OVER 6" TRIM TYP.
H H
LAP SIDING
L
FINISHED FLOOR FIN15HEP FLOOR
9 HARDIE OR NICHIHA El 9
C\J SIDING TYP. CN11
GRADE GRADE +1
FF\0NT ELEVATION IVERSIDE
Build With Confidence
STANDING SEAM 414 Old Hard Road, Suite 502
METAL ROOF(TYP) Fleming Island, Floyida 32003
Office. (904) 264-6553
Fax.- (904)269-2729
12 1.5 Lot 20
Atlantic Beach
STANDING SEAM 12 12
METAL ROOF(TYP)
PLATE HEIGHT ountry u
— - - — - - — - - — - -
rT Ll Ll U U U J
6"TRIM
.00 Hughes Residence
HARDIE OF,NIGHIHA
SIDING TYP.
12
Elevations
FINISHED FLOOR
12 12 631 Beach Avenue
14.5
Atlantic Beach, FL 3
4.5
PLATE HEIGHT .L.LLL PLATE HEIGHT 2233
V-10- U U U U U U U U U U I I U U ILI L U U U U UU U U U U U ILI U U U U
Drawn By BS/MA Sheet
20"OVERHANG
STRUCTURAL Date 04-06-2016
13RACKET TYP. -;isP
-:b)
C) Scale
0 it 1- 11
1/4 1 0
16"SHUTTERS of 10
TY
Written dimensions shall have precedence over scale dimensions
FINISHED FLOOR FINISHED FLOOR
Contractors shall verify and be responsible for dimensions and
conditions of the job.
CNJ
+1 GRADE GRADE +1
NICHIHA F'ANELS TYP. NICHIHA PAN 15 TYP. 4 DESIGN BY:
MICHAEL STAUFFER,ARCHITECT,AR13908
1093 AlA BEACH BLVD. SUITE#330
LEFT SIDE ELEVATION ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
DRAFTING BY:
12627 San Jose Blvd
OFFICE COPY Suite 702
oacast Jacksonville, FL 32223
Florida Design,Inc-, 904.260.3319
NOTES
STANDIK-3)SEAM
METAL ROOF(TYP)
1. EXTENPEP LANAI
2. GARAGE EXTENPEP 5' TO SIDE
.......... 3. SQUARE OFF OWNERS SUITE
4. EXTENI) PINING ROOM TO ENP OF FAMILY
E[)O?,CHESTER-50-2526-TC
-HIM�
CHIMNEY CAPTYP. ROOM
5. STANI)ING SEAM METAL ROOF
12 12
9
12 12
4. 4.5
PLATE HEIGHT
U U U U U U U U U U U
20"OVERHANG 12
6"TRIM TYK
U�'
'.00
HARDIE OR NICHIHA -----------
SIDING TY?.
CEDAR LOUVERS
TYP.
FINISHED FLOOR
12
A P;
—rLATEHEIGHT- -- - - -- - PLATE HEIGHT
U U U a 13 U U-
2"TRIM CAP OVER
10"TRIM 13ANP
REVISIONS
6"TRIM TY19.
6"TRIM T\/P. Chimney added 5-25-16
0
2"TRIM 3ANP
4"TRIM E3ANP 11 ::!Jl I
6"TP 1 L I L
FINISHED FLOOR \IM TYP. 16o FINISHED FLOOR
0
C\1
GRADE GRADE +1'�K
F\E/,�P\ ELEVATION
IVERSIDE
Build With Confidence
414 Old Hard Road, Suite 502
Fleming Island, Floyida 32003
5 VING SEAM Office: (904) 264-6553
METAL ROOF(Ty Fax.- (904)269-2729
Lot 20
DORCHESTER SQ-2326-TC
HARDIE OR NICHIHA 12 CHIMNEY CAP I V".
Atlantic Beach
SIDING TYP.
STANPING SEAM
YP) Country Club
METAL ROOF(T
4.5
PLATE HEIGHT
-A011 LL
I U U U U U U U U U U U U U U U U U U U U %1 12
Hughes Residence
-;f I LZ
12
Elevations
631 Beach Avenue
Atlantic Beach, FL 32233
FINISHFP FLOOR
112 12
4.5 F— 6" TRIM TYP. 10"SMOOTH STUCCO 5ANP PLATE HEIGHT Drawn By Sheet
PLATE HEIGHT I BS/MA
U U U U U U U U U U U U U U U U U U U U U U U U
Date 04-06-2016
20"OVERHANG
Scale
6" TRIM TYP. 1/4 1
STRUCTURAL Plan of
13RACKET TYF.
Hampton 10
ILAWritten dimensions shall have precedence over scale dimensions.
16"SHUTTERS Oman= Contractors shall verify and be responsible for dimensions and
(Tyr.)
conditions of the job.
FINISHED FLOOR FINISHED FLOOR "K DESIGN BY:
MICHAEL STAUFFER,ARCHITECT,AR13908
GRADE GRADE +1 1093 AIIA BEACH BLVD. SUITE#330
ST.AUGUSTINE BEACH, FL 32080
KIGHT SIDE ELEVATION �-2"TRIM OVER 6"TRIM TYK TELEPHONE:904-471-2552
DRAFTING BY:
Aft.
12627 San Jose Blvd
Suite 702
OFFICE COPY oftheast Jacksonville, FL 32223
Florida Design,Inc. 904.260.3319
NOTES
1. KITCHEN OUTI ETS TO DE PLACED
HORIZONTAL AND 4611AFF
2. FREWIRESUMMER KITCHEN W/ VENTED
HOODS
ELECTRICAL LEGENP 3. WIS LOOF
qP
110 DUPLEX OUTLET(AF--CI PROTECTED) CEILING MOUNTED LIGHT
�i)= HALF-SWITCHEP OUTLET PULL-CHAIN
ELECTRICAL NOTES &c
GF1 DUPLEX OUTLET WALL MOUNTED LIGHT
1. ELECTRICAL OUTLET HEIGHTS AS MEASURE[)FROM FINISHED FLOOR TO CENTERED LINE OF THE 5OX TO WEATHER FROTECTEP OUTLET (0 RECE55EP LIGHT FIXTURE Dc� I
&WP/GFI
BE: 12"AFF(GENERAL)- KITCHEN 44"AFF-BATHROOM 39"AFF(44"AFF WITH RAISED VANITY)- LAUNDRY
ROOM 56"AFF- EXTERIOR WATERPROOF 12"AFF TO 42"AFF -GARAGE GENERAL PURPOSE-44" AFF- CEILING OUTLET SPOTLIGHT
WPIGH
KITCHEN 15LAND OUTLETS MAXIMUM OF 12"13ELOW COUNTER SURFACE
2.ALL TRIM PLATES& DEVICES TO 13E GANGED,WHERE POSS15LE. FLOOR OUTLET EXHAUST FAN W/ LIGHT
3.ELECTRICAL SWITCHES TO 5E AT 42"GENTERLINE A13OVE FINISHED FLOOR.
4.ELECTRICAL PLAN 15 INTENDED FOR DID PURPOSES ONLY. ALL WORK SHALL 13E DONE IN STRICT 220 OUTL T EXHAUST FAN F
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, 13Y A LICENSEP ELECTRICAL
CONTRACTOR WHO SHALL E3E RESPONSIE3LE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING SPECIAL PURPOSE OUTLET FLUORESCENT FIXTURE
=8
ACCESSORIES.
5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL E3E IN ACCORDANCE WITH 2014 FLORIDA DUILDING SWITCH al CARRIAGE LIGHT L
COPE, SECTIONS Q`514 AND R515 LL—— — — — — 05
6. 1PROVIDE AFC15 (ARC FAULT INTERRUPTERS)IN DWELLING UNIT E3RANCH CIRCUIT LOCATIONS PER FE3CR $,3 3-WAY SWITCH DOUDLE FLOOD LIGHT
10 CIO
E3902.12 A
T.GFI!5 (GROUND FAULT INTERRUPTERS)FOR WATER AREAS AND OUTDOOR CIRCUITS PER.F[3CP\E,3902 4-WAY SWITCH PANEL E30X -7
\ LIGHTING 15 1000/, HIGH EFFICACY CFL/LE[)LAMPS PEP, F[3C EC R404.1 71 Q
8.ALL PERMANENT INTERIOR
DIMMER SWITCH (D SMOKE DETECTOR
TELEt2HONE CARL30N MONOXIDE DET.
CAE3LE TV
PREWIRE & E3RACE
CEILING FAN WITH LIGHT
REVISIONS
Chimney added 5-25-16
co
db
' Te
GF1 TO SWITCH
A
UJ
TANKLESS GAS
GAS WH T5TUP) <
< 7-
U-5
SWITCH SWITCH
0 4'AFF d 4'AFF
IVERSIDE
MIN
r
/�HU
IPFEWIRE
ONLY L J
&3RAGE
LL _A
Build With Confidence
A =
AHU
414 Ha Road, Suite 502
Fleming Islan4 Flofida 32003
APPrL �11* Office: (904) 264-6553
--------- OUTLET
GAS
51 UD Fax- (904)269-2729
db qP Gu ------ 2N[) FL00F\ ELECTKICAL FLAN
n Lot 20
tr(WAPPT'L SCONCE ��SCONCE I \'\ "I N 11 1
qp NOTE:ALL MELLING UNIT 5EPROOM DRANCH CIRCUITS FEEDING
OUTLET \\PREWIRE FRFWIRE LIGHTING OF POWER OUTLETS OR 5MOKE PETECTOR 5 IN
10, DEPROOMS SHALL 13L PROIECTED 13Y AN ARC-FAULI CIRCUIT
INTERRUPTER(AFCI) Atlantic Beach
Country Club
PREWIRE
&5RACE
ONLY PKEWIRE
5RACE
REF
ONLY MICRO TO FIXTURE Hughes Residence
APPT'L
PRAWEP, fFT ADOVE OUTLET
FLOOR OUTLET gGF1
FIELP VERIFY
LOCATION
0 110 GAS
STUD
do' G.D.O. Electrical Plans
�11/- W 0 02J
I IFENPAN-r (:5 r 631 Beach Avenue
FREWIRI
Atlantic Beach, FL 32233
PIK.
SCONCE OVENS ------ --
-----------
rREWIRE Drawn By Sheet
.1 - I/ \ N N, BS/MA
5ASE130ARP
'W F/G F I OUTLET
—----- Date
-06-2016
04
FREWIRE
Scale
&3RACE 1/411 11-011
ONLY SINK P/W f
W/PISP. G.P.O. Plan
o'
10
A 11
5
.01 A
---------- 0 APVT'L
A OU1 LET/4 I V Li I E)=GFI Written dimensions shall have precedence over scale di
UD
4'j\ mensions
APPT'L FF-V Contractors shall verify and be responsible for dimensions and
API)T'L::,- 7 11 G�@
OUTLET W11 conditions of the job.
UTLET:,�� PREWIRE FOR (D 7 1
0 &-- DEPICATEP 0
VENTEP HOOD 4fl
F1 L�
L A/C A/C Wf/G DESIGN BY:
AIC SERVIC
GAS comr. COMP. MICHAEL STAUFFER,ARCHITECT,AR13908
OUTLET STU
STUD TANKLES53: 1093 AIA BEACH BLVD. SUITE#330
W/S
GAS WH GF1 PREWIRE
LOOP ST.AUGUSTINE BEACH, FL 32080
OUTLETS TELEPHONE:904-471-2552
T COU�ITER 15T FLOOF\' ELECTF\'IC/�L 12LAN
HEIGHT
A DRAFTING BY:
12627 San Jose Blvd
OFFICE COPY Suite 702
ordicast Jacksonvifle, FL 32223
Florida Design,Inc. 904.260.3319
lit
T
NOTES
Z-9' 12
2x8
OUTRIGGER.
055 ROOF SEHATHING
UNPERLAYMENT FASTENED PEP,FE3C R905.4.3
ROOFING INarkLED PER F5C R905.4.5
.7,X5 13TWN.WC(ENT5
1x6 T+G 12
1/2"DRYWALL
4b FUSS
<�z i
Lij ><
1 C'J .1.1.11. i
LLJ
M
PLATE HEIGHT
...........
DRIP V ::><
A
2X6 2-2X6 TOP PLATE
V V, V 1X6 T&G
NICHIHA x 2
FASCIA 130ARD 2X6 STUDS
2X6
HARDIE OR NICHIHA SIDING
45*ANGLE t 1 1/2"DRYWALL
[5j" (2)2x6 OVER x
k� X
(3)2x12 5EAM5 c1q TOP OF WINDOW
L-'i MA[/\
W1""PLYWOOD
SPACERS
PT 4x DECORATIVE 13EAM PER ENG.
13RAC�ET(SEE
ELEV.DRAWINGS)
PT 6X6 POST
W/1x WOOD TRIM
REVISIONS
Chimney added 5-25-16
-61 2-0" 1 1 0
Z:)
C)
2xb 12 WINDOW
OUTRIGGER
b
055 ROOF 511E.ATHING HARDIE OR NICHIHA 51PING 2-2X6
UNPERLAYMEN'"I'FASTENEP PER F13C R905.4.3
PT 2X6 CAP- 2X12 JOIST RIP [In
ROOFING INS ALLED PEK FE3C R905.4.5 J`/FOOT 5LOPF FLASHING ><
2x2 13ALUSTERS NIX >< R-19 INSJLATTION
2X5 13TWN.W I VENTS AT 4"0.C.
2X6 STUDS
1x6 T+ 12
2x WOOD TRIM
WATERPROOF MEME3RANE
4.5 1/2"DRYWALL
TRU55 oVER�'SHEATHING UP WALL
<d)
LU ><
I " PT 1x4 FRAM� AND POST MIN.12"
H PLATE HT. ON EACH SIDE IVERSIDE
2X6 13A5E PLATE
PKIP
.2:5;.- DECKING -t S U[3 FLOOR
X Ix
X6 SLEEPERS-RIP
DRYWALL SLOF"E 50 LEVEL
NICHIHA J x 2 J"
C']
FASCIA BOARD LAP 51DING ON
SHEATHING 2X12 N&LER
V T
f1T 2x8 13EAMS PT 1x2 ON 2x�
4b*ANGLE
9 16"0.C. Build W*th Confidence
2x10 NAILER FLOOR TRUSS
[)?\IP ON PT 2)6 1 2x'10 EXPOSED JOIST
I IX6 T&G PLATE HEIGHT
v 4x10 5EAM 414 Old Hard Road, Suite 502
/A% OYEF\LAP JOINT Fleming Island, Florida 32003
1, 1 d!h i 2-2X6 TOP PLATE
6"RAP. T-8"TO FACE OF CMU FOUNDATION WALL 5ELOW
I, Office.- (904) 264-6553
S.
4x6 5RACKET i 91-411 2X6 STUDS
9 16"0.C. iax.- (9' 04)269-2729
x HEADER FLASHINGAT C,�P LAP SIDING
6" EAM ER ENG.
V T
\X/
/>� Lot 20
TIE FOP HOLD TOP OF WINDOW
450ANGLE
DOWN 9 13EAM
f2ER STRUCT.
DRAWINGS
4x4 5RACE Atlantic Beach
60*ANGLE
Country Club
2"
iiT , i
4x6 DRACKET
FOAM CAPITAL SUBSTF ATE
GARAGE
DOOR,
Hughes Residence
450'ANGL 12x12 CMU COLUMN
CONCRETE FILLED
W/RE13AF PER
5TRUCT.DWGS.
Elevation Details
-SIN
sl�
631 Beach Avenue
Atlantic Beach, FL 32233
WINDOW
HOUSE SLAE3 2-2X6 Drawn By Sheet
BS/MA
r--J�
P-19 INSULATION Date
ING 04-06-2016
7/16"055 WALL SHEA7 H
2X6 STUDS
Scale
9 161,0.C.
-011
1/4 1
of
1/2"DRYWALL
VAPOR 5ARRIER.SIE�ALED AT TOP&E30TTOM PLATES. Plan
GARAGE SLA13 Hampton
DRIVEWAY lu 1X2 OVER 1X10 10
2X6 13ASE PLATE
HAR�DIE OF,NICHIHA SIDING
FINISH FLOOR
PECQNG Written dimensions shall have precedence over scale dimensions
IxI)ON 2x�3 7
I FT 2xO Contractors shall verify and be responsible for dimensions and
PT WD 5EAM I L><z]E><-- i
I J015TS conditions of the job.
4"CONC.
C.GNT.2x5 PT PLATE CFAWL SLAD
GARAGE OVEP\HANG W1 ANCHOR 5OLTS E)ECTION 9 FOf�CH DESIGN BY:
SPACE
A� REG,'P. MICHAEL STAUFFER,ARCHITECT,AR13908
SCALE:,5/4"=V-0" SCALE:3/4"=1'-0" 1093 AIA BEACH BLVD. SUITE#330
L GKADE all CMU
ST.AUGUSTINE BEACH, FL 32080
FOUNDATION
TELEPHONE:904-471-2552
LAP GIDING-------I/ CMU PILA5T
EK
13EYONE)
DRAFTING BY:
FOOTING PER
ENGS,,
12627 San lose Blvd
OFFICE COPY Suite 702
ordicast Jacksonville, FL 32223
Florida Dcsian,Inr-
904.260.3319
NOTES
12
21-011
8
OS[3 ROOF
SHEATHING
UNPERLAYMENT FASTENEP rER FIT R905.4.3
ROOFING INSTALLED PEP,FBC R905.4.5
12
-all
2'-0"
1X6 T+G 2X8 13TWN�RK ..............
12 TRUSS
OSE3 ROOF
<
SHEATHING
4.5
FIC
UNPERLAYMENT FASTENED PER F13C R905.4.3
ROOFING INSTALLED PER FE3C R905.4.5
2X,5 RAFTERS,HOLD DOWN
FROM TOF OF TRUSS
FOR T&G ATTACH PER ENG.
NICHIHA x 2 J:'
�'PRYWALL CLG. 1x6 T+G 2X8 13TWN.RK
FASCIA E30ARD
2X6
2-2X6 TOP PLATE
12 TRUSS
<
,45 OANGLE UJ U-1 ><
C'q
4.5 F_
ROUGH O�NG HEAD HEIGHT REVISIONS
VAPOR 5ARRIER.5EALEP AT DRIP
TOP&BOTTOM PLATES.
X8 RAFTERS,HOLD DOWN
Z"FROM TOP OF TRUSS
FOR T&G ATTACH PER ENG.
NICHIHA x 2
HARDIE OR NICHIHA SIDING DRYWALL CLG.
FASCIA BOARD
2-2X6 TOP PLATE
HEADER
-1-5"ANGLE V
A WHERE
OCCURING
ROUGH OPNG HEAD HEIGHT
V
IVERSIDE
tD
—as
an
Build With Confidence
414 Old Hard Road, Suite 502
7�
Fleming Island, Flofida 32003
Office: (904) 264-6553
Fax: (904)269-2729
Lot 20
1/2"DRYWALL Atlantic Beach
7/16"055 WALL SHEATHING
2X6 STUDS Country Club
(R-19 INSULATION)
VAPOR 3AKRZIER.SEALED AT R-19 INSULATION
TOP&BOTTOM PLATES. 2X6 13ASE PLATE 7/16"OSE�WALL SHEATHING
2X6 STUDS
HARDIE OF,NICHIHA SIDING 0 Hughes Residence
1/2"DRYWALL
VAPOR BARRIER.SEALED AT
TOP&30TTOM PLATES.
r—————————- 2X6 BASE PLATE
J",5U[3FLOOR
4"CONC, HARDIE OR NICHIHA SIDING Elevation Details
SLAB
631 Beach Avenue
Atlantic Beach FL 32233
FLASHING
FLOOR
511 CMU
FOUNDATION TRUSS
GRADE 2X10 Drawn By BS/MA Sheet
Date
DRIP 04-06-2016
FOOTING PER Scale fl 11-011
ENG. 1/4
of
Plan
ST Hampton
LAP IPING 10
Written dimensions shall have precedence over scale dimensions
Contractors shall verify and be responsible for dimensions and
conditions of the job.
TYFICAL I STORY WALL SECTION DESIGN BY:
5G&E:1"=T-01' MICHAEL STAUFFER,ARCHITECT,AR13908
2 YF . 2rid FLOOf� 1093 AlA BEACH BLVD. SUITE#330
5CALE:V=T-0" ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
DRAFTING BY:
12627 San ose Blvd
J
Suite 702
OFFICE COPY
ortheast Jacksonville, FL 32223
Florida Design,Inc. 904.260.3319
NOTES
INSTALL SHINGLES OVER
FLANGE @ HEAD VALLEY SHINGLE INSTALLATION:
FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD
OPT.PROVIDE LEAD VENT 1h ROOFING OVER 15#FELT
BOOT WITH INTEGRAL FLANGE I OVER 7/16'OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12-PAST
I PRE-ENG WD RUSSES CENTER LINE OF VALLEY.SEE MANUF WRITTEN
cc VENT STACK,SEE PLUMBING I I INSTRUCTION FOR ADDITIONAL INSTALLATION
FOR SIZE&LOCATION INFORMATION
GO
0 PREFORMED FLEXIBLE BOOT 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE
FLASHING W/INTEGRAL FLANG TEMPORARLY FOLD-UP&
46 CUT WEATHER SECURE WEATHER
SET IN PLASTIC ROOF CEMENT
BARRIER 0 BARRIER(OR TUCK FLAFr- ......
49 1 .;i, I UMER)QHEAD ..........
'osx4l 4WANGLE
0 INSTALL FLANGE OVER FIBERGLASS SHINGLE
VL SHINGLE 0 BASE ROOFING OVER 15#FELT
OVER 7/16r RADIANT BARRIER
OSB OVER PRE-ENG WD 7ir
TRUSSES MODIFIED'r CUT IN
24"WIDE METAL VALLEY WEATHER BARRIER
FLASHING OVER 15#FELT
LINE OF WINDOW OPENING
FOLD WEATHER BARRIER IN
AT JAMB$AND SLC-
MECHANICALLY FASTEN
FANNED EDGE(CAP,NAILS
STAPLES)IF REQUIRED BY
NOTES: FLASHING MAMFACTURER
APPROVED WEATHER INSTALL V WIDE h
BARRIEROVERSHEATHINIG-- SELF-ADHERING FLEXIBLE rTYP.
UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH MEMBRANE FLASHING 0
MANUFACTURERS WRITTEN INSTRUCTIONS OVER WD STUD WALL SILL
EXTEND FILASHNG UP
JAMBS r MIN.
2.APPLY ROOFING CEMENT OR SELF-ADHERING
FLASHING OVER FLANGE AT HEAD ONLY STEP 1 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"WIDT FIBERGLASS SHINGLE ROOFING OVER
OF ASPHALT PLASTIC ROOF T UNDERLAYMENT
CEMENT WALL SHEATHING
INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT
STUCCOICV FINISH
ASSEMBLY W1 15#FELT HEAD
NON-CORRODING GALVANIZED METAL OFF-RIDGE
MTL EAVE DRIP
OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN
APPLY 3M'NM
TRIM 61W'FROM END BARRIER PLASTIC ROOF CEMENT OR CONTINUOUS NAU 01' INSTALL 4"WIDE
--- SEALANT AT JAM13S&HEAD INSTALL WINDOW PILUMB, SELF-ADHERING-
OF FIRST SHINGLE LAP FELT AND WEATHER S]EA1ANT - LEVEL&SQUARE PEK- MEMBRANE PL48HM
OR APPLY TO BACK 0, MANUFACTURERS WRITTEN OVERNAILING FLANGE 0
TRIM TABS FROM ALL BARRIER OVER VINYL WINDOW HAMING FLANGE IN 14MUCTKM JAMSS
STUCCO STOPIWEEP LINE vil PRE-PUNCHED
SCREEN— HOLES OR SLOTS
STARTER COURSE EXTEND 16#ROOFING FELT
SHINGLES
UP WALL 7"MIN. INSTALL OFF-RIDGE
STARTER COURSE 5x5 METAL FLASHING OVER VENT FLANG E OVER
z —ROOFING FELT(NAIL TO SHINGLES AT BASE REVISIONS
M Z- ROOF DECK NOT WALL
Z+ 7/160�OSB OVER EXTEND M1
SHEATHING) PRE-ENG WD FLASHING MIN.= Chimney added 5-25-16
CAP SHINGLE-DO NOT NAIL TRUSSES SILL FLEME FLASHING
INSTALL WITH ROOF
5"
CEMENT
PLACE SHINGLES CLOSE
SHINGLE ROOFING
TOGETHER BUT DO NOT—
CROWD NOTES: STE STEP 5 STEP 6
ALONG RAKES,CEMENT ROOFCEMEN —
SHINGLES TO UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH
&EACH OTHER IN A 4"WID 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" FOLD WEATHER BARRIER
DOWN&TAPE DIAGONAL
MTL EAVE DRIP OVER EAVE&RAKE IINSTALL 4*WIDE Cur&AJMOSS HEAD OF
EDGES TO PROVIDE DRIP OFI=-RIDGE VENT FLASHING DETAIL SELF-ADHERING WINDOW
EDGE WALL FLASHING DETAIL STUCCO MEMBR"ANE FLMAS
N.T.S. OVERNAILING RANGE
N.T.S. HEAD
EXTEND SELF
SEAL WINDOW FRAME TO
MEMBRANE FLASHING 1-_ INSIDE OF R.O.WITH
FIRST COURSE MIN.BEYOND JAMB
SEALANT AT SILL AND A
tAN1IMUM Ir UP BOTH
TO FORM A BACK
1100,
DAM.SEAL BALANCE Or
NOTE:
STUCCOICV FINISH FIRM WITH SEALANT OR
1.WINDOW INSTALLA11ON& MIN.,
WALL SHEATHING ASSEMBLY FLASHING DETAILS ARE LOW-EXPAND#4G FOAM
(PROVIDE BACKER ROD
IVEKSIDE
LAP BARRIER OVER NAILING CONSISTENT WITH ASTM2112 WHERE REQUIRED)
SYN WD SIDING OVER METHOD A-1 EXCEPT
FLANGE SELF-ADHERING MEMBRANE
11-1/2"to 12-1/2" BARRIER
FLASHINGS ARE USED.
11-1/2"to 12-1/2" APPROVED WEATHER VINYL DRIPIWEEP SCREED
2.IT IS THE INSTALLATION
lo 1"to 1-1/2 LAP WEATHER BARRIER OVER CONTRACTORS
METAL FLASHING AND SECURE
-- RESPONSIBILITY TO VERIFY
7 0 0 WITH STARTER STRIP 5'x5N METAL FLASHING THE COMPATIBILITY OF ALL
KICK-OUT PRODUCTS INCLUDING
EXTEND 15#ROOFING FELT FLASHING(SEE WEATHER BARRIER,SEALANT an
UP WALL 7"MIN. &SELF-ADHERING FLASHING am
DETAIL) MATERIALS USED DURING INTERIOR VIEW
z CONSTRUCTION.
2 z 5X5 METAL FLASHING OVER Build WiTILh Confidence
M T ROOFING FELT(NAIL TO ROOF EXTEND KICK-OUT 2" 0 3.INSTALL ALL MATERIALS PER STEP STEP STEP 9
DECK NOT WALL SHEATHING) MANUFACTURERS WRrTTEN
BEYOND FASCIA gtx) SPECIFICATIONS.
SHINGLE NAILING J CAP SHINGLE-DO NOT NAIL WARNING: 414 Old Hard Road, Suite 502
INSTALL WITH ROOF CEMENT SEALANT/FLASHINGS MAY
REACT ADVERSELY IF NOT Fleming Island, Floyida 32003
COMPATIBLE.
SHINGLE ROOFING
FELT UNDERLAYMENT Office: (904) 264-6553
ROOFING DETAILS ROOFCEMEN
N.T.S. SHINGLE ROOFING Far (904)269-2729
MTL DRIP EDGE
NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FASCIA NOTE:INSTALL KICKOUT
FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FLASHING AT 80170M OF
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED ROOF&WALL INTERSECTIONS WATER
BY THE SHINGLE MANUFACTURER FOR USE ON LOW I%;PHT WINDOW FLASHING INSTALLATION DETAILS
SEAL Lot 20
SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALUMCKOUT FLASHING DETAIL N.T.S.
N.T.S. N.T.S. Atlantic Beach
Count.ry Club
............
...........
............
....... ......
......... ......
...........
........ ..........
APPROVED WEATHER ....... . .......
......... .....
..... . ..... ..
BARRIER OVER IWAM ...... . ......
..�... --.... 1*1 ... Hughes Residence
-9HEATHItIG
....... 114STALL DOOR PLUMS,
LEVEL&SQUARE PER
MAHUFACTURERWRITTE9
LINE OF DOOR OPENING ......... INSTRUCTIONS
POOFF T RLJ55E5 ........
........... ..
........ ...
CUT WEATHER .......
BARRIER ..... FOLD WEATHER ..........
............ BARRIER IN:60
AROUND JAMBS
.................. ...
2x4 DLOCKING REGMED .......
................ ....
AT PANEL JOINTS Flashing Details
V SET THRESHOLD 631 Beach Avenue
BED OF SEALAN
AMY SEALANT AT
CORNIERS&FRONT EDGE Atlantic Beach, FL 32233
.... OF THRESH=
5U13FA 13ASE LAYER:
5/&'PEN5GLA55 FIREGUARP 5HEATIHING
ATTACH WITH(2)1 J'TYPEW' STEP 1 STEP 2 STEP 3
NO VENTS ARE ALLOWED OR"WALL SCREWS
FACE LAYER:
5/8�'PEN5GLA55 FIREGUARP SHFATIHING, r7ra7 By Sheet
ATTACHED WITH 1 J�-TYPE-G"DRYWALL NOTE:AT UNPROTECTED DOORS,BOTTOM BS/MA
SCREWS 212"O.C. 1/4th OF JAMBS SHALL BE COMPOSITE.P.T.
-OFFSET JOINTS IN[5ASE AND FACE LAYER 24' OR OTHER DECAY RESISTANT MATERIAL
...... Date
........ 04-06-2016
......... INSTALL 4'WIDE .......—
SELF-ADHERIING MEMBRANE ...... ......
FLASHING OVERLAPPING
... ...... ...... Scale
NOTE- ................ ....... DOOR FRAME 11C . ......
....... -011
PF51GN 13A5F-D ON GA R E,No.FC 2602 ......... ............ .... 1/4 1
... .......
........ of
L
...... . ... ...... .... Plan
... .......
EXTENID$ELF-ADHERING ... Hampton 10
.. MEMBRANE FLASHING V MIN ........
INSTALL,CWIDE ....... .....
.......... ...-- BEYOND JAMB ZA&i� ......
SELF-ADHERING MEMBRANE ..... ....... ....
FLASHING OVERLAPRN6........
DOOR FRAME 1/4"
SECTION-(1)HOUF FIKE KATEP(UNPERSIPE ONLY)SOFFIT A5 NEEI)EP
.... .... .... Written dimensions shall have precedence over scale dimensions
THIS DETAII.ON Y APPUCAF�LE WHERE SEPARATION DISTANCE OF OVERHANG 15 1 ESS THAN 5'AND MORE THAN ZFFOM P?O?ER1-Y i!NE .......
..... ...... .... Contractors shall verify and be responsible for dimensions and
... ....... .....
..... ....... ....
... .... .... conditions of the job.
ALTERNATE: ...
RATEP 5OFFIT ASSEM13LES WHICH MEET
..... SEE DOOR DUALS FOR
UL ST-ANPARPS FOR(1)HOUR PINISHITM DUALS .....
....... ..... DESIGN BY:
FIRE FA-FING AFE PEPMITTED .... .....
MICHAEL STAUFFER,ARCHITECT,AR13908
STEP 4 STEP 5 1093 AIA BEACH BLVD. SUITE#330
ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
DOOR FLASHING INSTALLATION DETAILS DRAFTING BY:
N.T.S.
12627 San Jose Blvd
OFFICE COP Suite 702
Jacksonville, FL 32223
ortheast
Florida Design, T 904.260.3319
ool
NOTES
TU13E STEEL PEC[� RAIL DECK TO WALL FLASHING
FOR SIDING
URETHANE CAULK JGIW- 3JILPING PAPER TO
FASCIAMETAL FOR STUCCO (TO 13F MAINTAINED) 115"-3116" LAP OVER METAL
PLI-PEK SYSTEM ICC-ES ESR GRAVEL STOP FLASHING
-2097 EXTENDS UNDER POST 26 GAUGE GALVANIZED
EIFS.9 OR' SIDING 13ONDERIZED SHEET
METAL FLASHING MIN.2"X6",26 GAUGE
GALVANIZED,130NPERIZEP
RUN METAL LATH TO EDGE 4" Y,511 TO L-METAL
OF THE HORIZONTAL SURFACE 3" GRAVEL STOP
PLI-PEK SYSTEM E WEEP-SCREEP FLASHING
ICC-ES E5R-20,97 CAULK INSIDE AND E 5�
U-)
OUTSIDE FASTENERS
(FASTENERS PER
MIN.26 GAUGE
STRUCTURAL)
GALVANIZED
5ONPERIZEP 04 5/8"MIN EXT.GRAI�)E
SHEET METAL FLYWOOP THE PLI-PEK SYSTEM ICC-ES I
(3/4"RECOMMENDED) ESR-2097 TER�11NATES AT THIS
WOOD 13LOCKING OR SLOPE 1/4"PER 12' POINT
PLYWOOD EXTEN51ON
MAY VARY ACCOR PING
0
TO FASCIA APPLICATIONS t
E Z
MIN 2
V
GA /VZ
50NP�
SHEE
STUCCO/EIFS
5/6'MIN EXT,GRADE PLYWOOD
3 RECOMMENDED)
/4
SLOPE 1/4"PER 12" 13ASE PLATE AS REQUIRED STRUCTURAL PLANS
E31TUTHANF DUILDING PAPER
0 0
13UILPING PAPER ST FEL POST PER STANPA?P GUARDRAIL PANEL x x x x 7-x x
0 0
z 5/8"MIN EXT GRADE PLYWOOD 50rnm
19rrrn(34")MIN. SLOPE 1/4"x 12" (2")MIN
APPLY MANUFACTURER'S RECOM MENDED JOINT
REVISIONS
SEALANT AFTER COMPLETION OF PLI-PEK FINISH
COAT.THE PLI-PEK SYSTEM TERMINATES AT THE Chimney added 5-25-16
3ASE OF RISER.SEALANT WILL NEED TO DE 5/8"MIN.EXT GRADE
MAINTAINED APPLY MANUFACTURFF,'S RECOMMENDED PLYWOOD
PLI-PEK SYSTEM JOINT SEALANT AFTER COMPLETION OF (3/4"RECOMENDEP)
FASCIA TO WALL TO PECK ICC-ES ESR-2097 PLI-PEK FINISH COAT SLOPE 114"PER 12"
FLASHING INTERSECTION THR.U-5OLTS OR LAG DOLTS PER STRUCTURAL PLAN
5LOCKING AS F\EQIJIF\El)rER STRUCTURAL PLANS
13EAMS MAY OCCUR
PECK FLAN VIEW
z X /I z K
2.5 L13S/5Q.YP. wjr..4k
4\ GALVANIZED(DIPPED)EXPANDED PECK TO WALL FLASHING
METAL LATH 2.4 M X.69 M(96"X 27")
OVE?\LAPPEP 19 MM(3/4")AT EDGES
WALL FRAMING 410 MM(16") ixl V ER. SID E
FLASHING C.C.MAX
THFESHOLP
OVERLAP LATH ON T-H FLASHING
MIN.2"X6",26 GAUGE FLASHING TO THE EDGE
GALVANIZED,13ONDERIZEP OF THE PECK SURFACE EXTERIO"\'GRAPE
DECK-TO-WALL FLASHING PLYWOOD 16 MM(5/5")
WITH STUCCO STOP FOR WALL MIN WITH 3.2 MM(11a")
STUCCO AND EIFS SYSTEMS GAP 13ETWEEN SHEETS Build With Conf"dence
/11 N I A N
FLASHING PAPER TO 414 Old Hard Road, Suite 502
EXTENSION METAL TO FOST FLASHING COVF-R5EAM5 IN PLYWOOD Fleming Island, Flonda 32003
[3E INSTALLED 5EHINP DECK 50 MM(2")MAX.
0 WALL-LASHING Office: (904) 264-6553
4"AND PRE'CAULKED DRAIN— Fax.- (904)269-2729
5UILPING PAPER FACE NAIL(A MIN.OF
TO OVERLAP 4"MIN. TWO NAILS PER SIDE)
AT THE FLASHING ON
PEcrSURFACE EACH SIDE OF POST
APPLY MANUFACTURER Lot 20
RECOMMENDED JOINT'SEALANT FASTENING
3EHINP FLASHING AND LATH
AT THE TOP OF THE
FLASHING. 4k I I Atlantic Beach
FLASHING 15 SECURED
TO SU5FLOOF\WITH NAILS \\-Sl AIR FLASHING Country Club
ON ALL SIDES
5UILPING��APEP\TO
DE INSTALLED 13EHINP OFFSET METAL LATH EDGES
SHEET METAL 0 THIS APPLY MANUFACTURER 152 MM(6)MIN FROM
POINT MIN.2" RECOMMENDED JOINT SEALANT S
FASCIA METAL AFTEP\COMPLETION OF THE POST RAIL EDGE FLASHING PLYWOOD SE/�Ms
PLI-PEK 5A5E COAT AROUND FLASHING Hughes Residence
3ASE OF POST. PLI-PEr\SYSTEM
TEPMINATES AT THIS POINT
GALVANIZED,26 GAUGE,FLAT METAL GSL38 TO 13E COATED ON ALL VERTICAL
INSTALLED ON ALL CORNERS OF THE FLASHING
POST AND NAILED TO THE SU13STRATE
FASTENER PATTERN FOR Flashing Details
THRESHOLD FLASHING
METALLATH
POST 1x4 NOTCHEP*WOOD TRIM 631 Beach Avenue
(PER PLAN) AROUND PERIMETER OF DASE It
(OPTIONAL) Atlantic Beach, FL 32233
[)OUE3LE FLASHING FOR 50 TO 152rnni(2"TO 6")STEtl-Ufl
SEALANT SEALANT
76rnm(5")O.C. NOTCH POST 1/2"DEEP 0 3"
IN THE FIELD 25-nm(11/2")O.C. A[3OVE DECK SHT'G AROUND
(12 STAPLES PER ON OVER LAP'F'E�) PERIMETER OF POST Drawn By Sheet
SQUARE FOOT) LATH 5E,4AIS PER STRUCTURAL THRESHOLD FLASHING BS/MA
PLYWOOD SEAM COVERED 26 GA.DONDEREEL-) PLI-PEK,SYSTEM Date 04-06-2016
IN 2"WIDE SEAM PAPER 2-FIECE SHEET ICG-ES ESR-2097
AND STAPLES 1 METAL SADDLE APPLY MANUFACTURER'5 PECOMMENDEP Scale
r
OVERLAI�'LATH MIN.4"LAP FULLY JOINT SEALANT AFTER COMPLETION OF 1/4 1-011
19mm(3/4")min. 5EPPEP IN SEALANT PLI-PEK FINISH COAT.THE PLI-PEK SYSTEM ---- of
C 0 0 TERMINATES AT THE 13ASE OF RISER Plan
(ALL 4 SIDES OF POST TO DE MIN 3
Hampton 10
FLASHED) I
1 0 0 Ak -- -- GALVANIZED 130NI)ERIZED PECK
CAULK 13ETWEEN FLASHING FLASHING MIN 2"ON[)ECK AND
ANP THRESHOLD,AS WELL HEIGHT DEPENDS ON RISER SIZE
Written dimensions shall have precedence over scale dimensions
AS 5ETWEEN DOOR JAM[3 OVERLAP WALL TO PECK FLASH
AND THRESHOLD 4"ON EITHER SIDE. Contractors shall verify and be responsible for dimensions and
PECK SHEETING POST CONNECTION FFR
conditions of the job.
STRUCTURAL
PLI-PEK SYSTEM
_?097
- DESIGN BY:
Ls
ou- - MICHAEL STAUFFER,ARCHITECT,AR13908
FLOOR JOIST OR L3Lr,iG-
/x\
< 1093 AlA BEACH BLVD. SUITE#330
CONNECTION POST PER
E ts) STURCT.
E ST.AUGUSTINE BEACH, FL 32080
TELEPHONE:904-471-2552
MIN 2"
N" N, x xx xx "I x
7—, --—----------- —— ----—----
t
DRAFTING BY:
50mrn(2")O.C. CAULK 13ETWEEN FLASHING
AROUND PERIMETER *MAY APPLY GU60 5ASE AND COMPRESS TOGETHER 5/5"MIN.EXT.GRAPE Aab
COAT AT POST 13ASE TO FLYWOOP
PrVERT WATER 3/4"RECOMMENDED 12627 San Jose Blvd
NOTE:WHERE LATH OVERLAPS PFRIMETER AND FLASHING PAPER Suite 702
(PLYWOOD SEAMS)STAPLE EVERY 11/2" C.C. SLOPE 1/4"PER 12" OFFICE C PY Jacksonviffe, FL 32223
ordleast
----------- Florida Design,Inc.L
904.260.3319