331 7th St 2014 Summer Kitchen CODE SUMMARY 0
0
FLORIDA BUILDING CODE (2010) P4 0
FLORIDA RESIDENTIAL CODE (2010)
MAP SHOWING BOUNDARY SURVEY OF IMPERVIOUS SURFACE CALCULATIONS
FLORIDA EXISTING BUILDING CODE (2010) LOT 12, BLOCK 9, PLAT No. 1 SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5,
PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TOTAL LOT AREA 50'xl3O' = 6500 S.F.
1.4
FLORIDA PLUMBING CODE (2010) CERTIFIED TO: NON-PERVIOUS AREA 66% = 4290 S.F. 0
WLLIAM H. WULFING x 0')
JAX FEDERAL CREDIT UNION
GUARDIAN TITLE & TRUST, INC
NATIONAL ELECTRIC CODE (2008) CHICAGO TITLE INSURANCE COMPANY EXISTING HOUSE 1317 S.F.
LOT 11
LOT 13 BLOCK 9 LOT 9 EXISTING COVERED ENTRY 259 S.F.
BLOCK 9
BLOCK 9 50.00- (PLAT) EXISTING GARAGE 509 S.F.
--ON
SQUARE FOOTAGE INFORMAT N 83'28'06" E
0.2%\ 49.72' (MEASURED) EXISTING PAVERS 761 S.F.
_x x
A, �5! EXISTING COVERED PATIO/WALK 244 S.F.
UNENCLOSED SPACE 1110 S.R .,M A ILL
..S
EXISTING A/C PAD 42 S.F.
TQq.
3.6 LOT 12 EXISTING DRIVEWAY 1715 S.F.
1. FRAME �fBLOCK 9
TYPE OF CONSTRUCTION GARAGE
-4: PW7K li g i -,d NEW ADDED PAVERS 76 S.F.
R NEW EQUIPMENT PAD 28 S.F.
(TYPICAL)
GROUP R 3 RESIDENTIAL A
NEW POOL & SPA
(2 9 5 S.F.)
TYPE V B
:D
V)
NEW POOL TOTAL IMPERVIOUS AREA 4656 S.F.
UNSPRINKLED Y'D
< C4
_j
a.
LOT 10
CLASSIFICATION OF WORK: ADDITION & ALTERATIONS) LEVEL-2 0 <
0 BLOCK 9
0 0� USE TREMRON PERVIOUS PAVERS IN DRIVEWAY 0
C5
0
te) CF) 15.9' 12 K) TO REDUCE NON-PERVIOUS AREA.
04 11.6 0
PATIO
C�NERED b
W.
4', _j
MATERIAL INFORMATION LOT 14 17.3' , , LIMITS OF DRAINFIELD AREA MINIMUM DRAINFIELD AREA REQUIRED 732 S.F. LL_
5.0' 0,
BLOCK 9 PROPOSED DRAINFIELD AREA PROVIDED 949 S.F.
ITS 3: <
ROOFING MATERIAL, SHALL MEET THE THE REQUIREMEN.. OF CHAPTER 15 cn
TWO STORY
Ld
0
FRAME
0
<
POSTED #331 ^Do O_
A/C Z_ V)
PAD 0
.;tSITE CONSIDERATIONS FOR. CONSTRUCTION 0 1-
0
OF THE 2010 FLO R,IDA --,BUILDING DE�ANP- HAPTER, 9 OF THE 2010
0
FLORIDA RESIDENT. IAL CODE.' 1 40 21 . * 5; "., 71
V)
<
0. b 1. DUMPSTER TO BE LOCATED IN DRIVEWAY.
"4
:4
V)
�K . . .. . :,, . w < <
20.2' COVEREP,, I . *.: -
5.0' ENTR) 2. PORTABLE TOILET LOCATED IN DRIVEWAY.
� \�- �'A.14� : I; 6'
LOAD IN-,.'FORMATION . 5 CL v)b >
0
:D "o 3. MATERIAL STORAGE LOCATED IN DRIVEWAY. 0
0 0 z
4..
LIVE LOADS AND CONCENTRATED LIVE LOADS PER FBC TABLE 1607. 1 PAVERS 4. CONSTRUCTION WORKER PARKING IN DRIVEWAY. r
V)
<
0
5 z 5. EXISTING STOCKADE FENCE AROUND PROPERTY.
0. 00'.
250.0V(PLAT)
249.95' (MEASURED)
OX 0.,Vj 0.3a o.s-/- ly
BLO&
WIND ZONE INFORMATION S 83'52'12" W CORNER
49.94' (MEASURED)
( UNLESS 8IPECIFIED BY THE ENGINEER OF RECORD) 50.00- (PLAT) LEGEND:
0 SET 1/2-REBAR PC - PUNT CF CURVATURE
STAMPED PSM#6146
7th STREET 9 F%ND 1/2;1 RON pjPE PT - POINT OF TMGENCY <
(4V RIGHT OF WAY) DENTI CATION PRC - PONT Of REVERSE
(UNLESS 0-MERMSE NOM) CURVATURE
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, 0-4'x4*CONCRETE MONUMENT PCC - POINT Of COMPOUND <
A/C - AIR COND17IONER CURVATURE
_x_ FENCE CONCRETE
AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE
V)
2010 EDITION OF THE FLORIDA BUILDING COD Ray Thompson GUARDLAN
SURVEYING, Inc. ITME &TRU$T,INC 0
r
Gdng Um DIS MCE for r0q im wrrm pax 0
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION 4813 Phlpe Hlgtmey�Sub 210 DIRM 9OUIX Rl]�E 1001 LLJ
JedWonvIkk FbrWe 32207 MOMONVMA naWA,32=224 Ljj
Mhone)904-44"125 PMR-904-9%'1162
(Fox) W444661-M FAX%4-M.`�I@
JOB # 24110 DATE OF FIELD SURVEY: 2-18-2014 SCALE: 1" 20' t�l
- BASIC WIND SPEED (M. P. H. 3-SECOND GUST) 130 MPH -
NOTES: CERTIFICATE
1: BEARINGS ARE BASED ON THE ASSUMED BEARING OF I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE
ALONG THE EASTERLY BOUNDARY UNE OF SUIBJECT PARCEI_ AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
e WIND EXPOSURE CATEGORY. B I- BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51G17-6, FLORIDA
x . ADMINISTRATIVE CODE, PURSUANT TO SECTION 472-07Z FLORIDA STATUTES.
AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP,
JUNE 3, 2013,-COMMUNITY NUMBER: 120077 PANEL 0409 H
3: THIS SURVEY REFLECTS ALL EASEMENTS & RIGHT OF WAY AS PER RECORDED
PLAT&/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO
e BUILDING CATEGORY: ENCL08ED OTHER TITLE VERIFICA71ON HAS BEEN PERFORMED BY THE UNDERSIGNED. RAYMOND THOMPSON
4' THIS SURVEY IS NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE REGISTERED SURVEYOR AND MAPPER # 6146 STATE OF FLORIDA
AND AUTHENTICATED ELECTRONIC SEAL
LICENSE BUSINESS No. 7469
CONSTRUCTION SURVEYS 0 SUBDIVISIONS
LAND SURVEYS 0
* BUILDING RISK CATEGORY: II
FILE C
* INTERNAL PRESSURE COEFFICIENT: 18
'A
REVISIONS
RKVh�-WED FOR Q)Dge CoNW41ANCIS
lClTY,0F.XjlLtjjr REVIEW 7-03-14
EAU,,,
3EE P_81%�fir,�.yo I(ZLyl,10-
PERMIT 7-10-14
COMPONENT & CLADDING ( P. S , F. ) PEQUl"-MBNrS AND CONDmom,
SIZE di, END ZONE (5) INTERIOR ZONE (4)
Verme Ardh itect CONTRACTOR SHALL VERIFY ALL
(S. F. CONDITIONS AND DIMENSIONS
o-� POS. + NEG. POS. + NEG.
L AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY
420 Third St. South
DIMENSIONAL ERRORS, OMISSIONS
0-20 18. 3 24. 5 18. 3 19. 8 kcksony�ille Beach, Fl. OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATIING ANY
2250 WORK.
20- 50 17. 5 22. 8 17. 5 1 19. 1 (90 :�`_')246-1' 50 THESE DRAWINGS ARE THE
PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
50- 100 16. 4 20. 6 16. 4 18. 0
ARCHITECT, DEVELUPED FOR THE DATE 6-30-14
Drawn By: Rev�ewed B y: EXCLUSIVE USE OF VERMEY
'4
F
SCH GV ARCHITECT. USE Or THESE DRAWN BY SCH
- 200 15. 5 19. 1 15. 5 17. 1
100 DRAWINGS AND CONCEPTS
CONTAINED THEREIN WITHOUT CHECKED BY
Draw Date: Pr[nt Date: THE WRITTEN PERMISSION OF SHEET NO, OF
6/30/14 10/14
1) 200- 500 1 14. 7 17. 4 14. 7 16. 3 VERMEY ARCHITECT IS
F
S A cov �R S
OPY
� p
LQMW
P-E R N-rS )NDn
j.-
PROHIBITED AND IJAY SUBJECT
YOU TO A CLAIM ;FOR DAMAGES
Page:
CS I.Nb,,:, AR4630 FROM GERARD VERMEY.
50P-Olp
NEW-
* REPOSITION REAR FENCE TO BE NEXT TO PROPERTY LINE (BY OWNER) ---------- 16"x`16" TRAVERTINE GATE
REMOVE DIRT TO LOWER AREA AND ADD GRAVEL [COPING EXISTING
/HbU�E'
0 LEDG '0 N -7—
ER/STACKED Sl' �_Z
D
* REWORK SIDE FENCE �Sj
- z
Lo 0 tz
TO RUN STRAIGHT z z z 0
z z F___z_WATFR
(BY OWNER) E-1
FEATURE
7— Z (TYP.-4) 0
PQ x 0
F= (0
LANDSCAPE LIGHTING OUTLET- C-4
125A ELEC. SUB PANEL- uj 0 0,4
EXISTING GARAGE`� 0 CN
POOL EQUIP. PAD 0
BY BATTS POOLS 0
NEW POOL
(BY BATTS POOLS) 0
af
Lu
4' HIGH 'NALL
OUTDOOR SHOWER- flS
W/DRAIN TO CB
it (6) SPA JETS & (1) SPOUT/WATER FEATURE
SPA ELEVAAD 12" ABOVE POOL DECK
GUTTER ABOVE POOL WALL Lrm L
STEP 5' -HIGH WALL W/SAME TREATMENT SCALE: 3/8"=V-0"
r-_ __1 AS WATER FEATURE WALL
-- ----0- COPING TO MATCH POOL
LC YJ --0
U) I
LOWER THIS -�-12N8" CONC. FTG. 12N12" m HEAUER STUD- REQUIREMENTS
SECTION W FOR PAVER COPING COPING
z LIGHT
PAVERS I w
m M=M T D OPENING WIDTH HI!ADER SIZE # OF JACK STUDS EACH END # OF KING STUDS EACH END
STEP SPA I
61 1'-0" to 4'-0* (2) 2x8 1 2
x 1 7'-61 4'-l' to 9'-0" (2) 2x1 0 2 2
SWIMOUT 8"x1 6"x1 2" CMU WALL g'-l* to 16'-0* (2) 2x12 3 2
BENCH R IL I I I I W/#5 VERT. @ 48" O.C.
INSTALLED ON TOP OF
SIMPSON MSTA24 STRAP
(3) SPILLOVERSJ R.0 POOLWALL
E: (TYPICAL Ek END)
. 18" 3 -0 1 5'-10 FD 20'-0"
F(2) 2x SYP HEADER (ALL OPENINGS)
2#
<
USE (2) ROWS KING STUD
0 16" 16" TRAVERTINE 0
0 HT NEW POOL Ljj OF 10d COMMON
w LIG TD I COPXING 0:�
CO m - m NAILS 12"O.C.
I m c4 (BY BATTS POOLS) 0
6 FF. 3 FT. wCj _j
_n w REMOVE TILE 12":<12"
0- LL_
< & INSTALL wi TR TYPICAL 3' DOOR & WINDOW OPENING
> >
V) 0 PAVERS 0 BU NOSE
\-JACK STUD
mi mi CO ING 0 FD 12' 12'
< < co (3) SPOUTS/WATER FEATURES u
b-I u- ON 4' HIGH WALL FACED W1 <
0 01
LEDGER/STACKED,-,STONE ON
0 0
- (2) 1 -3Z4" PLY LVL
m
Of Of E
R
'A" R .,::POOL SIDE, _-STUCC,
SKIMMER STEP 0 ON
WAY
A*
iVb bE. F:
LIGHT
LJ F— <
� ,:x z�
18" WIDE BENCH STE J�
IN,
U <
0 z >
4" BLOCK
,,,,.-EXISTING COURTYARD I
0 SIMPSON .,,MSTA24 -STRAP EA. END
- W/STONE 00
I G ANITE__1
r__ D
36" HIGH C, SECOND FLR.
10 LCB
j CB
I L j , x
L J u N. W E 6) ")S\ I I I*
I - I EXISTING 16" FLOOR STEM
REF L GUTTER ABOVE REPLACE DRIVEWAY
2860 SH 6060 FIXED 2860 SH
W/ TREMRON PERVIOUS T/NEW BEAM
(CLG.)
- PAVERS W/ 6" THICK #2 TF -1 F
EXISIING US STONE & 4" THICK #57 TF M _ —1 F_ T FF T 7F P7 TF NEW 7/16" OSB NAILED
-E ISTING�,COVERED LANAI`�� FIREF LACE STONE FOR DRAINFIELD. 4" O.C. EDGE & 12" FIELD
SIDE L
BURNER BLOCK 3'-0" 4'-10'. 4'_10" W/ TYVEK HOUSE WRAP
0 GAS 3'-0 DRIVEWAY PAVERS FROM DBL. 11 1/4" LVL HEADER CS16
0 GRANITE [W/STONE HOUSE TO STREET WILL �CS`16� ------------ t <
GRILL 151-81' 4 T/NEW WINDOWS H ii PAPERBACK WIRE LATH
:D BE NON-PERVIOUS W1
APRON <
V) U. NO DRAINFIELD
FRONT- BACK WALL RE140VATION
30" SINK REF. ADD R-13 WALL INSUL.
r 9REMOVE EXISTING FIREPLACE ADD SECOND COLOR OF " AS NEEDED & NEW CL
PAVER FOR BORDER NEW 2860 SH NEW 2860 SH
Ops DRYWALL FOR NEW
112" 5v-Ot*
5:- 5) * PATCH WOOD FLOOR WINDOW AREA 0
* INSTALL NEW HEADERS & FRAMING F_
V) 36" SIMPSON CS16 STRAP LU
0
* INSTALL NEW AINDOWS NEW 6060 FIXED FROM EXIST. PLATE TO NEW u
LVL HEADER & JACK STUDS
SIMPSON LTT20B TIE DOWN
FROM JACK STUDS TO EXIST.
-d FLOOR SLAB
0
Of -EXISTING HOUS
E`�
NEW SILL HT.
IF-
V)
0 1� ff Jil
LTT20B SIMPSO LTT2 LTT20B
4L -il -1 L_ L
FIN. FLOOR iL _LL —IL
REVISIONS
REVIEW 4-16-14
BM."'m WALL HLRNOWATROCI)IIN
REVIEW 4-23-14
SCALE: 1/2"=V-O" REVIEW 7-03-14
-10-14
PERMIT 7
COURMTVAURD PLAN Verme A rc-,h i fe c t CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
SCALE: 1/4"=V-10" AT THE JOB SITE AND NOTIFY THE
A.
ARCHITECT OF ANY
420 Third St. outh DIMENSIONAL ERRORS, OMISSIONS
z
OR DISCREPANCIES BEFORE
Jacksonville Be ch, Fl. BEGINNING OR FABRICATIING ANY
WORK.
32250
THESE DRAWINGS ARE THE
(904)246- 1 150
PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
ARCHITECT, DEVELOPED FOR THE DATE 4-3-14
Drawn By: Revi wed By:
EXCLUSIVE USE OF VERMEY DRAWN BY SCH
ARCHITECT. USE OF THESE
SCH G
V
CHECKED BY
DRAWINGS AND CONCEPTS
CONTAINED THEREIN WITHOUT
Draw Date: Pri t Date: THE WRI17EN PERMISSION OF
SHEET NO, OF
4/03/14 7/10/14 VERMEY ARCHITECT IS
PROHIBITED AND MAY SUBJECT
41
FTEP
�L"_A
J\N E Y/T E
Page: YOU TO A CLAIM FOR DAMAGES
Lip.No.: A.R,4630 FROM GERARD VERMEY.
A-1 of 1
Aml
EMBEOD BOTTOM OF THE HEAD FLASMNG AGAINST THE
"EMOUSLY APPjjED SEALANT(FLASHING GOES OVER THE
SEALkNT) EXTEND HEAD FLASHING BEYOND EACH JAMB
RASHIW FASTEN IN PLACL
AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP
OF WATER REswmT BARRIER AT THE HEW. EXTERIOR WALL SHEATHING
FLASHING AT HEAD EXTENDS 1*
BEYOND JAMB FLASHING
9 DRIP SCREED STUCCO
—— ftw&S SFj srnNG FLANGES
AT THE TOP (HEAD)AND SIDES (JAMBS)OF WINDOW. MIN. 4" ABOVE GRADE
EXTEND SEWW AT JAMBS 4'ABOVE THE ROUGH
OPENING AT HEAD. EMBED JAMB FLASH!!�INTO SEALANT
AND FASTEN IN PLACE. (nAsHiNG GOES wo SEALANT) 2x4 P.T. BOTT. PLATE
EXTERIOR WALL
w/VAPOR BARRIOR
SLAB
4 1/41
WALL SHEATHING
7-7.1,
e MMUBMAMI-IING TO ap IV SILL FLASHING.
WATER RESISTANT BARRIER EXTEND JAMB FLA94W 4*ABIVE ROUGH OPENING
AT HEAD.TUCK TOP OF JAMB HING UNDER THE nAP
EAD.
4" MIN,
OF WRB AT THE HEAD. GRADE
��OPTIONAL MONOLITHIC FOOTER
GRADE
BRICK TIES
V INDOW
FLASHING L
WALL BOARD ___IZ— — —— — —
'y FOUNDATION
WEATHER RESWANT
T.- WALL SHEATHING
LINTEL EXTERIOR WALL SHEATHING SHALL BE RAISED OFF THE CONCRETE AND
NOTE, ALIGNED WITH THE FACE OF THE FOUNDATION. IN AREAS WHERE THE BOTTOM
8.l.i.1.4 USE THE RASHING CUT FORMULAS TO DETERMINE Tilt LENGTH OF EACH STRIP OfjlASHING FOR
EACH VANDOW. THE A51M STANDARD REQUIRES A FLEXIBLE nA#HM MINIMUM ROLL WIDTH2F 9 IN. (230 OF THE OSB IS EXPOSED IT SHALL BE EXTERIOR GRADE OR OTHERWISE
MM). WADER nASHING MWAOR EKANIPLL 112 IN. 2W MM&MAY BE USED. HOWYER THE ACTUAL PROTECTED AS APPROVED BY THE BUILDING OFFICIAL.
CUT LENGTHS FIGURED BY E CHART WILL WGREAS ,WE OF SELF-ADHESIVEjYPE4LASHING
is AccEprrAkE (FOR FUTURE DISCUSSION; SELF-.ADHESIVE FLt..5HINGS CAN BE EFFECTIVE VH WMS
LESS THAN 9 IN. (230 MM). SELF-ADHESIVE TYPE FLASHING SEALS ITSELF TO THE WEATHEA RESISTANT
BARRIER AND TO THE MOUNTING FLANGE wTTHOLff THE NEED FLA ADOMONAL TO THE
FLASHING EXTERIOR FACE OF THE nANGE SELF-ADHESIVE TYPE FLASHING MATU64S ADHERE,
rEA71NO A WATER TIGHT JOINT)TO THE(WRB)AND TO THE MOUNIIING FUYM=PF I ORDER TO
E ACCEPTABLE FOR USE.
000 SEAL THE WINDOW FRAME TO OPENING.APPLY A STUCCO-
BRICK TIES 3/8*NOm..DIA.TO THE BACKSIDE(INTEIRIOR)
OF THE WINDOW FLANGE. IN LINE WITH ANY N.T.S.
PRE-PUNCHED HOLES OR SLOYS
SHIM AND ADJUST WINDOW TO ACHIVE SQUARE.
PLUMB,AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTEINIERS. FASTEN WINDOWS PER WINDOW
MANUFACTURERS SPECIMTIONS.
WATER RESISTANT BARRIER
\YINDOW* INSTALLA ION
u
EXTERIOR WALL SHEATHING SEALANT BEAP SEALANT BEAD PETWEEN SECTION 703 WALL COVERINGS FLASHING
BEHIND MOUNTING MOUNTIN(�FLANGE
FLANG AND SHING
APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED- IN THE EXTERIOR WALL ENVOLOPE
WEATHER RESISTANT BARRIER
31
IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF
- EXTEND TO THE
WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL
SURFACE OF THE EXTERIOR WALL FINISH AND� SHALL BE INSTALLED TO PREVENT WATER FROM
BRICK TIES REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE
INSTALLED AT, BUT NOT LIMITED TO, ALL THEIFOLLOWING LOCATIONS:
1 MIN. AIR SPACE
r F
1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDACE WITH SECTION R613.8.
Z
2) AT THE INTERSECTION OF CHIMNEYS OR 0THER MASONARY CONSTRUCTION WITH FRAME OR STUCCO
G
:BRICK YEN E,R WALLS, WITH PR OJECTIN LIPS ON BOTH S DES UNDER STUCCO COPINGS.
E
MASONAR_WOOD OR METAL COPINGS AND SILLS.
FLASHING
WEATHER
) -,UNDER�AND -A
4
RESISTANT BARRIER 3
ALLOW FOR WEEPHOLE SEALANT BEAD BETWEEN
FLASHING AND MOUNTING 4) CONTINUOSLY ABOVE ALL PROJECIING Vvut D TRIM.
2x4 P.T. BOTT. PLATE w/VAPOR BARRIOR SECTION THROUGH WINDOW JAMB
FLANG CD
5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF
-FRAME CONSTRUCTION.
SLAB
WOOD
FLASHING SHALL BE B
SECTION, THROUGH WINDC AM
LOCATED ONE COURSE ABOVE
GRADE W/ 1/2" REVEL
(3) AT WALL AND ROOF INTERSECT ON
METHOD B- 1
METHOD A— I
7) AT BUILT-IN GUTTERS.
�,,`.r,,'WEATHER RESITIVE BARRIER APP_IED PRIOR TO THE J4 WEATHER RESITIVE BARRIER APPLIED PRIOR TO THE
GRADE WINDOW INSTALLATION. FLASHING APPLIED DYf.R WINDOW INSTALLATION. FLASHING APPLIED BEHIND
THE MOUNTING FLANGE.
THE FACE OF THE MOUNTING FLANGE.
_14
\-OPTIONAL MONOLITHIC FOOTER
`A;
*'A 6-4
FOUNDATION
M!
BRICK VENEER
N.T.S.
NOTES:
VENEER TIES (R703.7.4.1): VENEER TIES, IF STRAND WIRE, SHALL NOT BE LESS IN THICKNESS THAN NO.9 U.S. GAGE WIRE AND
SHALL HAVE A HOOD EMBEDDED IN THE MORTAR JOINT, OR IF SHEET METAL� SHALL BE NOT LESS THAN
BY 7/8" INCH (22.3mm) CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE
NO.22 U.S. GAGE
THAN 24 INCHES (610mm) ON CENTER HORIZONTALLY AND VERTICALLY AND SHALL NOT MORE
THAN 2.67 SQUARE FEET (0.248 m2) OF WALL AREA.
'i76.99km/H); BUILDERS WRAP
(EXCEPTION): WHERE THE WIND SPEED DETERMINED IN ACORDANCE WITH FIGURE R301.2(4) EXCEEDS 110 MPW,(
4
OR IS LESS THAN OR EQUAL TO 130 MPH (208kfn/H), EACH TIE SHALL SUPPDRT NOT MORE THAN over OSB. SHEATHING
HARDI-LAP SIDING
1.8 SQUARE FEET (0.167 m2) OF WALL AREA AND ANCHORS SHALL BE SPACED�AT A MAXIMUM 8" INCHES -LAP SIDING
HARD[
(457mm) HORIZONTALLY AND VERTICALLY FLASHING
DRIP FLASHING
te
DED AROUND ALL�� 5/16- HARDIE PANEL
VENEER TIES (R703.7.4.1.1): VENEER TIES AROUND WALL OPENINGS. ADDITIONAL METAL TIES SHALL BE PROM TOP OF WAINESCOAT 0
--2x2 P.T. MEMBER
WALL OPENINGS GREATER THAN 16� INCHES (406mm) IN EITHER DIMENSION. METAL TIES
TOP OF WAINESCOAT 0 BOTT. OF WINDOW
AROUND THE PERIMETER OF OPENINGS SHALL BE SPACED NOT MORE THAN 3 FEET (9144mm) 11, R BARRIOR @ BOTT. OF WINDOW 2x4 P.T. BOTT. PLATE w/VAPOR BARRIOR
2x4 P.T. BOTT. PLATE w/ PC
PLACED WITHIN 12 INCHES (305mm) OF THE WALL OPENINGS T
ON CENTER AND
2x4 P.T. BOTT. PLATE w/VAPOR BARRIOR BRICK VENEER
AN ALTERNATE TO THE AIR SPACE REQUIRED BY SECTION R703.7.4.2. MORTAR OR GROUT SHALL BE SLAB LEDGE STONE WAINESCOAT_�-_ SLAB
MORTAR OR GROUT FILL (R703.7.4.3): AS ACE. WHEN THE 1-INCH (25.4mm) SPACE IS FILLED WITH MORTA I R, A over STUCCO---- SLAB ......................
PERMITTED TO FILL THE AIR SP
STUDS OR SHEATHING. WHEN FILLING�
�4,
WEATHER-RESISTANT MEMBRANE OR BUILDING PAPER IS REQUIRED OVER
ING AND WH EATHER-RESISTANT MEMBRANE OR SLAB
THE AIR SPACE, IT IS PERMITTED TO REPLACE THE SHEATH 4.
D APPROVED PAPER OR AN APPROVED PAPER-BACKED 4
ASPHALT-SATURR
ATED FELT PAPER WITH A WIRE MESH AN
REINFOREMENT ATTACHED DIRECTLY TO THE STUDS. GRADE
4
RADE
FIRST COURSE OF MASONARY ABOVE FINISHED GROUND LEVEL
_3
A
FLASHING (R703.7.5): FLASHING SHALL BE LOCATED BENEATH THE \\-OPTIONAL MONOLITHIC FOOTER
ABOVE THE FOUNDATION WALL OR SLAB AND AT OTHER POINTS OF SUPPORT, INCLUDING STRUCTURAL FLobRS, OPTIONAL MONOLITHIC FOOTER A.
SHELF ANGLES AND LINTELS WHEN MASONARY VENEERS ARE DESIGNED IN ACCORDANCE WITH SECTION R703.7. MONOLITHIC FOOTER
SEE SECTION R703.8 FOR ADDITIONAL REQUIRMENTS.
FOUNDATION
t FOUNDATION
0"
BY AN AIR SPACE OF A MIN
[mum :, F 1" INCH
AIR SPACE (R703.7.4.2): THE VENEER SHALL BE SEPERATED FROM THE SHEATHING
(1 14mm). THE WEATH ER-RESISTANT
(25.4mm) BUT NO MORE THAN 4.5" INCHES
IS NOT REQUIRED OVER
MEMBRANE OR ASPHALT-SATU RATED FELT REQUIRED BY SECTION R703.2
lz
WATER-REPELLANT SHEATHING MATERIALS.
HARDI PANEL SHALL BE INSTALLED 1" MIN. BELOW SLAB
HARDI PANEL SHALL BE INSTALLED 1" MIN. BELOW SLAB
4
E OUTSIDE WYTHE OF MASONARY WALLS AT A MAXIMIUM SPACINGI�' HARDI PANEL SHALL BE INSTALLED 1" MIN. BELOW SLAB
WEEPHOLES (R703.7.6): WEEPHOLES SHALL BE PROVIDED IN TH
OF 33 INCHES (838mm) ON CENTER. WEEPHOLES SHALL NOT BE LESS THAN X6" INCH (4.8rnm) IN
DIAMETER. WEEPHOLES SHALL BE LOCATED IMMEDIATELY ABOVE THE FLASHING
HARDI PANEL BRICK VENEER DETAIL
"STACKED STONE DETAIL
N.T.S.
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A,LVERMEY ARCHITECTS
7V 420 S. "THMD ST.
2443-1150
JACKSONVILLE BEACH , FWAIDA
16%16" COPING—
U-BLK. W/1 -#5 CONT.
8"x16"x12" CMU WALL
LF
48" HIGH POOL WALL
60" HIGH SPA WALL JUL 2 8 2014
LEDGER/STACKED— * ':'",: July 24, 2014
STONE STUCCO FINISH
13y
#5 VERT. @ 48" O.C. Atlantic Beach Building Dept.
EPDXIED 4" INTO TOP 8'0'0 Sb' minole' '-Road
POOL WALL Atlantic Beach, Florida 32233
FIN. GRADE
CONC. POOL WALL—I RE: OSWALT RESIDENCE
(BY BATTS POOLS) Courtyard Renovation
1h
331 7 Street
Atlantic Beach, Florida
SECTION Please see the attached to clarify structural details.
SCALE: 1/2"=V-0"
SECTION #1
New CMU pool and spa wall on top of concrete pool wall.
116%16" COPING—
U-BLK. W/1 -#5 CONT. SECTION #2
New CMU wall and footing between existing garage and new spa.
8%1 6"xl 2" CMU WALL
48" HIGH SECTION OF WALL
BETWEEN GARAGE SPA
LEDGER/STACKED— I Ili---:
STONE
STUCCO FINISH
Sincerely,
#5 VERT. @ 48" O.C.
FIN. GRADE rard VQrmey, rchite t
18"x12" FTG. W/2-#5
EPDXY INTO GARAGE FTG.
SPA WALL F I L E
SECTION # 2
SCALE: 1/2"=V-0"
REWEMD FOR CODE COMPUM. 111V
A h I Ite
up
CITY OF XMMIC BERM
SEE PERMM FM AMITION4_
REQUHMAENTS AND COMNUNS,