Plans New SFD 353 7th St 2012 6' WOOD FENCE GENERAL NOTES:
50'-0"
_�6"-0.
M A P 0 F S U R V E Y 50� 1 FIEL
LOTS 22 At� D 24, BLOCK 9, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDED IN PLAT 2') IRON 0. 4' THE ATrACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW 3:)
PIPE, NO CAP 1%,
BOOK 5, PA GE 69 OF THE CURRENT PUBLIC RECORDS OF ,DUVAL COUNTY, FLORIDA. 'I- AP 50 . 00 ' 50 : 00 S004k FAMILY RESIDENCE IN ATLANTIC BEACO, FLORIDA.
A
A A T11 LID
-E-JU ING DESIGN AS DESCRIBED HERON IS INTENDED TO BE COMPUANT WITHI
EQUI11, 0 0
&L' REMENTS OF THE FLORIDA BUILDING CODE, RESIDEN 2C 7 MON
UNABL
0, 009 SUPPLEMENTS, THE 2008 EDMON OF THE NATIONAL ELECTRIC CODE,
'G. EDITION OF THE NFPA 101 UFE SAFETY CODE, THE 2007 FLORIDA FIRE-
B STANE 'bi -iiib ,
EVENTION CODE,_ AND ALL PERTINENT ZONING REGULATIONS OF THE CI[TY OF
6' HIGH WOOD PRIV1,CY FENCE ALL AROUND SITL,,� ON CC
�,*LWTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHEIHER
4' CHAIN LINK FENCE-
0. 2, ENcD HEREIN OR NOT, MUST BE OBSERVED TWPAL04OUT THE
CD PROCESS.
LOT 7-5 LOT 23 LOT 21 LOT 19
ME,PROPOSED W14, 11ING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP, R-20,
C14 "SED CONS* ON TYPE IS HERE CONSIDERED TYPE V-B OVER TWO
Cq
REQUIRED SETBACK 0. NG DESCRIBED HEREIN IS A TWO STORY SINGLE FAMILY RESIDENCE TO CNJ
6' WOOD FENCE 8,-10* 4E 11iUILD11
50.17' FIELD
`/2" IRON FOUND 1,12" (RON CONSTRUCTED�AT 353 7TH STREET ON LOTS 2-2 AND 24. BLOCK 9. PLAT No.
FOUND 0.4 PIPE, NO CAP r_\j
PIPE, NU CAP - ta!SUBDIMIMN !A
ATLANTIC 9EACM, AS RECORDED IN PLAT 800K 5. PAGE 69 CM rw
UNABLE TO SET C\.j co
STAND OF BAMBOO THE CURRENT,PUBUC REQOIO$� DUVAL COUNTY. FLOROA, ALL BUILDING CC C13
B .0
L - C \0'1 50.00' ON CORNER N$11=T M W11J_ OCCUff OR LOT LOT 24 WILL BE TREATED AS A C'3 F- C= < L\j
4' CHAIN LINK FENCEJ d9 CAI:),tD_
0.2' CONSIDERATIONS OF DRAINAGE AND IMPERVIOUS AREA C\j
YAW ALL LU C=
cm L.- = L-Li
EAT THE "BUIILDING 'SITE AS LOT 22 ALONE AND jNQEPP 'W OF LOT 24. CM
CM I
0 C??
_ ";JH[E PROPERTY Z) i ><
__j$ ZONED *RS-2". THE FRONT YARD SETBACK OF THE NEW HOUSIKE < U C�n LL-
LLJ 04
Is 20', EAST §Ji �VS 7'6*, WEST SIDEYARb IS' 8'10'p. REARYARD IS 20+'. LjLj LLJ Lu F- of Cj
< En LLJ C_
7'-6- LU z: LU U
I I Z:) LU Uj LU Cie
zo f TOTAL IMPERVIOUS AREA CREATED BY PROPOSED SME DEVELOPMENT IS <
40 7 0 U ne LU
ACCEPTABLE 13Y ZOMNG CODE AS 49.5% OF THE TOTAL PROPERTY AREA. SITE 0- M
:',,QEVELOPMENT ISL 14ERE. CONSIDERED To INCWDE THE RECENT REMOVAL OF AN ZD TT
SCAL."E: 1 20' F- L_U C"i
EXISTING SI REMENCE WITH A FOOTPRINT OF APPROXIMATELY 1388 < C) < Un, -,-;-� ,
NGLE F, .4
4SF PER DUVAL COO-ItY, PROPERTY TAX RECORDS AS ATT
ACHED. SCHEME FOR ce LU Lj- F�-
LOT 22 $STORM WATER RETEM,ON TD 13E DEVELOPED BETWEEN CONTRACTOR AND CITY PEW C??
LOT 26 LOT 24 LOT 20 0 ::E� 0 CM
-,00WNER PREFERENCE I R __j = L.0
V A C A N T LL- LA_ C\j C1.
r7l IMPERVIIOUS
OT 22
IL 3W'
4,0USTING
_j L 0 '�PROPO _k
A
0 0 2940 SF
0
L IFRONT 41 SIF
000 0
Lj z 0
WAC PADSz= 13 SF
STOOP= 8 SF
�2
MrWEST SIDE PATH= 20 SIF
0 50% IMPERVIOUS DRNIEWAY=394/2=197 SIF
z
ys�ll
LL] TOTAL IMPERVIOUS AREA= 3219 SF= 49.5% OF SITE
z
Elf EXISTING TREES WILL BE MAINTAINED AND REMOVED PER SEPARATE TREE REMOVAL
APPLidKnON.
0
10-
_-10
ATION:
LILJI CD L-Lj CD
C0 TH STRUCTURE WILL GENERALLY CONSIST OF INSULATED CONCRETE
< C) 7'-6" C E BLift-DING
CD WAILLS-�& ON CONCRETE MASONRY STEM WALLS AND PERIMETER
i 0 Lj_j CONCRETE FOOTING!S.`�kTHE FIRST FLOOR WILL 13E A CONCRETE SLAB OVER FILL
U
THE SECOND FLOOR WILL BE WOOD TJI'S. THE ROOF WILL BE CLAY TiLE OVER
-z 0 PRWABRICATED WOOD TRUSSES. EXTERIOR WALL FINISH WILL BE STUCCO. SEE
0 C2 STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL
00
,
Cf) 4
< 0 0 Tk*
-7/�/u" HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH IMPACT
RESISTANT WINDOWS. SEE STRUCTURAL DRAWINGS FOR WINDOW PRESSURE DETAIL
LLJ
D F
A 500 00' 7--
C/)
B�ALDING HEIGHT= .30'+/- = LESS THAN 35' AS MEASURED FROM LOWEST POINT
'RON FOUND 1/2 -1/-2" IRON- -
FOUND 7/�2 - REBAR OF GRADE AT BUILDING PERIMETER TO HIGHEST PEAK OF.ROOF.
PIPE, 1\16' CAP 50.00' LB 5488 50.00' PIPE, NO CAP
49, .99' FIELD 49.98' FIELD C):
< '�WILDING AREA TAmAnONS:
4'-01 PROPOSED CONDMONEID AREk- U-j
U IqRsr FLOOR= 1695 GSF
SECORD FLOOR= 2065 GSF
7th STREET VT&= 3760 GSF
<
40' RIGHT OF WAY PAVED 0
1i(_"� C-
PROPOSED- ADDITIONAL ENCLOSED AREA:
-OOR 560 GSF
FIRST Qf
V
0
0 PROPOSED ROOFED AREA:
FIRST FLOOR= 2940 GSF _j
NOTES:
(.tr) LL_
UNDARY SURVEY WITH TREE LOCATIONS. -10" SECOND FLOOR= 2580 GSF
THIS IS A Bot 8'
NO BUILDING IRESTRICTION LIN S AS PER PLAT. Y-6" TOTAL= 5520 GSF
ANGLES AS PIER FIELE SURVE
A 89*58'OJ"
B 90-12'01�'
C 89*43'01" 6' HIGH WOOD PRIVALY 7 F-NC9-7
D 90*06'43" Ld
E 89*58'02" M
NORTH ARROW PROTR 1,CTED FROM PLAT.
0
THE PROPE APPEARS TO LIE IN FLOOD ZONE X THIS SURJEY WAS MADE FOR THE BENEFIT OF 7
RTY SHOWN HEREO z
(AREA OUTSIDf 500 YE-AR FL D PLAIN) AS WELL AS CAN BE PHILLIPS BUILDERS. rb
DETERMINED FROM THE 'FLOO INSURANCE RATE MAP"
COMMUNITy-pA.,NEL NUMBER 1 075 0001 D REVISED APRIL 17, 1989 F
FOR THE CITY OF ATLANTIC B CH, DUVAL COUNTY, FLORIDA. x NCR �STQ'op
17111- 7- 17' 7- JF7 11 �Z CTO <
"NOT VALID WITF40UT TH:-' SIGNAI-URE AND THE DONN W. BOATWRIGHT, P.S.M.
ORIGINAL RAISED) SEAL OF A FU RIDA LICENSED
ADDITIONAL TREES LOCATED FLORIDA LIC. SURVEYOR and MAPRER No. LS 3295
SURVEYOR AND MAPPER MAY 18, 2010 FLORIDA LIC.- SURVEYING & MAPPING BUSINIESS No. LB 3672
x
CHECKED BY: DATFE: CM
BOATWRIGHT LAND SURVEYORS, INC. 1007.L IMPERVICUS AREA OF WEB4 AVERS DRAMINJIG ' INDEX :
DRAWN BY- -MCC MAY 7, 2010 CONCRETE WALK
FILE: 2010�--0297 500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEIET OF 1
5o% OPERVIOUS AREA
? ARCHITECTURAL DRAWINGS:
2010-6961
b
L"ft Page SHEET 1 = GENERAL NOTES AND SITE PLANS
'V
2MP#"mty Morn dC&rd 4
SHEET 2= FIRST FLOOR PLAN
SIrPv SURN E 0. 2'
IL I:, Duval County 2005 REQUESTED ur: Z ZIPPERER HLN 10/10/2005 06:38 AN 169931 0000 �1�x SHEET 3= SECOND FLOOR PLAN
16-28-29F BRRNL-", NFLEN)PRY N ET AL 559 1-9416- PAM I OF I SHEET 4= FOUNDATION & ROOF PLAN
ATLANTIC BEACH C/O R0_W_NCCLELLM JR 353 7w ST
LOTS 22,24 SIX 9 38 INEAbW DR ATLANTIC BF-" 32233 SHEET 5= BUILDING ELEVATIONS
ROBY B JR & PETER K MCCLELLAN, HiGHTSTONN, NJ C'8520341C /2" IRON FOUND 1 /2" REBAR t:�,t r FOUNI SHEET 6= BUILDING ELEVATIONS & SECTIONS
BOBBIE H PETERMN'JENUM H HYMAN, LAW VALUE 441,GOO
+WP(12) HISTC VALUE Soo 5 0 U U 0 0 PF
STYLE 01 ELM No- 001 CAP L_13 5488 P11 SHEET 7= BUILDING SECTIONS
Bldq Use z 0101 SFR 1 STORY SOB w-Mc- VA:.UE 02,700
E -Wall 1: 040 SINGLE SIDING ++ I CAK 524,200 F___I ELD 1:7-1 F I D SHEET 8= BUILDING SECTIONS
x 0 h VALUE 49 . 99 ' 49 . 9 8 ' 1
157�-Wall 2: 0000 K/A ext rior wall 2 1 VALWX BY CAM Mass Appr
Roof Str 03 GABLE OR sip I AS-'H'pSS VAL 524,200 SHEET 9= BUILDING SECTIONS
Cvr I EXE*WT VAL 0
Root 03 ASPH/CCHP SHNGL I, M.-10261 33 TAW&BLE
1: 0300 524,200 SHEET 10= WALL SECTIONS
tn-Wall PLAESTER
in-wall 2: 0000 N/A Interior weal 2 +-+ 31 SR FPX VAL 0
Flr Cvr 1: 1475 CARPET11C75% 1 SR IMXABIE NIA SHEET 11 = WALL SECTIONS
Flr Cvr 2: 1125 CLAY TILE251 I APF4tAISER SER20050418
Heat Fuel: 04 ELECMIC OMP(40) 1 DAT* PTC20000520 SITE PLAN SHEET 12= WALL SECTIONS
Heat Type: 04 FORCED AIR DUCT PROt USE 0100
SHEET 13= SECTION NOTES
Air Cond : 03 CSNIVAL An I I I rV(1w) 8 ram, Dist U503 N
Bathrooms; 001.0 1.0 HATH. I 1 9 N011D 941602.00 SHEET 14= EXTERIOR PERSPECTIVE VIEWS
Bedrooms 02 02 BEDROOM 19 UST(342)9 Llft pnoo B190 Mp 1.00
storles 001.0 1 EXIA'KnIONS OVER SURVEY SHEET 15= ELECTRICAL PLANS
Quality 03 AVERAGE I w
Bra.spent: 00
Kinutes , 00
M5(U9L5eoP(Vft5V9L5)MR3el"W61111000110M311IM1111111WA)R14D33
Rma/Units: 0000 STRUCTURAL DRAWINGS:
Act No/lDy: 0000 FW(DOL2201 "I)L21L2)AN(IPIMT(L191119111IL19029)
Act Tr at: 1915 EFw AREA 1,091 S
Eff Yr ft: 1970 SQft RATE 104.50 Cft of Adentic B*wA a. I
Dept Tabl- 12 POI*Ts 100 "wft wd Zwft SHEET SO= GENERAL NOTES
Func Mal: 00 P.M 114,009 SHEET S1 = FOUNDATION PLAN C=
Econ Obal. 00 ARER GRMAM PCT A0PiXh x3i RCww DEft 27.50 OV0110"PI'le 4 89 16:
OBSf0L 0 and o SHEETIS2= SECOND FLOOR FRAMING PLAN
CbsrvC=d. N/A RAS 826 100 826 $6317 62580 ther !o�,.
obary S: 000 um 52 20 .to ILD45 758 Buktwm 82,700 w-g-tions, but does not collsttitute
FRIP 168 60 1ei 1OW5 7652 SHEET S3= ROOF FRAMING PLAN
approval for the issuance of permits. COMPlikince
7s? 342 Ima 16093 1166-7 BOOK rMGE DATE 09 SALE PRC with Florida Building Code and all other aPPliQIable SHEET' S4= FOUNDATION DETAILS
07175 'IS40 001991 NI 17700 local, State and Federal permitting requirLmten s
Deed QCSA of ant! &
must be verified by si Ic SHEET S5= WALL AN
gnature of the City D FRAMING DETAILS
i 06941 -2312 061990 NI 100 �f
Beach Building Official to the 1188yanDS,:of a ITE SURVEY
vR(*%Wff NDM Dwed type: NDBA Building PermiL SHEET S6= SCHEDULES AND ICF DETAILS
PEM" No TYPE MTE ANOU14T
k_
�rc 05/10/00 ITE PLAN
COMPL
JANCE
IAMMS wIV?H ADJ PRICE 09 IDT PCr IADJUSTMRT VA= Date:
REC BIDS CODE 068C REVIEWED FOR CODE
2500.00 1915 P7 80 .00 500 0 F
1 001 rpm Fireviaces .00 .00 11=00
2005 PROPERTY .
HISC TOTAL so CITY OF ATLANTIC BEACII
Z
SEE PERW17S FOR ADDrnoNAL
Q 10
REC tim mom FRONTAGV_ DEPTH UKTS TF ACRES PRICE AJ REASON Aj MCS RE U'REMF4NnAND CONDTITONS.
VAUM 08'��3
1 0101 SPR F ARS-2 100.00 130.0 100.00 F .29 45M.00 DP 4410.00 44240 RECORD C-A-RD
REVMWED.BY.
LAND TOM "2000
DATE:
876"
42' 45'6"
9f
ao
2' 2' 2' 21 2' 2' 21 2' 21 2' 2' 2' 2' to T-
2' 2' 2' 2' 21 2' 2' 2' 2' 2' 2' 2 2- 2' 2' Z 2' 2'
lip v N N
42'3"12 TI 1"4 1004" 26'11
91,01IN .6
C- C- C- C- C- C-
(D -4 OD CA)
C- C- C.
0 -4 05 0
zr
gr LA cr
Lr U
er — Zl
Ci
ZI
OZJL- .00
6U
cr cr cr
0?
nc I F --xil
Z,
c r
zr- zr zr-- I - zr
tr gr tr
C- C- C- ;j C- C- C-
C- C- C. C- C- C- 0) -4 CO co -1-11 Z-Al -s-
9z
6' WOOD FENCE
GENERAL NOTES:
M A P 0 F S U R V E Y 5 0 . 1 _�01_o-F I ELD F�owN[) --j,,.z2,, ipo NJ 50'-0"
LOTS 22 AND 24, BLOCK 9, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDIED IN PLAT 2" IRON THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW
SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA.
.4'
BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PIPE, NO' CAP 50 � 00
A P 50 � 00 '
Y, A THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT
ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL- 2007 EDM IN
UNABL
WITH 2009 SUPPLEMENTS. THE 2008 EDITION OF THE NATIONAL ELECTRIC COD%_
STAN E THE 2006 EDITION OF THE NFPA 101 LIFE SAFETY CODE, THE 2007 FLORIDA F1 ?E
/Z
C PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF
6' HIGH WOOD PRIW CY FENCE ALL AROUND SITLI,�: ON C:c ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES. WHIETHER
10. 2' 4' CHAIN LINK FENCE 2 REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE
CD CONSTRUCTION PROCESS. _j
LOT 25 LOT 23 LOT 21 LOT 19 THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP W-3-
-C-4 PRoPvsED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V-B OVER TWO
C14
FLOORS.
B L 0 C K SITE INFORMATION:
8'-10" REQUIRED SETBACKS C-10" THE BUILDING DESCRIBED HEREIN IS A TWO STORY SINGLE FAMILY RESIDENCE 1w C\j
6' WOOD FENCE CM
50.17' F BE CONSTRUCTED AT 353 7TH STREET ON LOTS 22 AND 24, BLOCK 9. PLAT N10.
CL IELD FOUNDN1 L21RON qqr
,N P� L\j
FOU D 1/2" 1 ON 4� 5Q PE, P CAP 1. SUBDIMISION *A*. ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 5. PAGE 69 CM r-\j C9
PIP�, NO CAP 50.00' C\j <
UNABLE TO SET OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORMA. ALL BUILDING co n 03 cri
0.1 STAND OF BAMBOO (= qqr
B C ON CORNER CONSTRUCTION WILL OCCUR ON LOT 22. LOT 24 WILL BE TREATED AS A CO < CJ
0.i 4* CHAIN LINK FENCE _�LANDSCAF`19D YARD. ALL CONSIDERAnONS OF DRAINAGE AND IMPERVIOUS AREA 9 4
LU
L__ C=
TREAT Tl*,'BUILDING SITE AS LOT 22 ALONE AND INDEPENDEW OF LOT 24. = , C%j 0 C??
_j ><
THE PROPEMY IS ZONED "RS-2*. THE FRONT YARD SETBACK OF THE NEW HOLUSE LU < U r LL_ LL_
LU LU LU i.- :f C�j
IS 20'. EAST SMARD .IS 7'6", WEST SIDEYARD IS 8'10*, REARYARD IS 20+'. cle Zn LU C_
CL. U-j :2r LU
TOTAL 111110"VIOUS AREA CREATED BY PROPOSED S11TE DEVELOPMENT IS Z) LA-1 U.J U-i pe
Ow 1(,L 20 40 1 ACCEPTABLE BY ZONIING CODE AS 49.5X OF THE TOTAL PROPERTY AREA. SITE ae U LU
...Wb tn M
OVAnJOPMENT IS HERE CONSIDERED TO INCLUDE THE RECENT REMOVAL OF AN
$;CALE: 1" 20' OCIISING SINGLE FAMILY RESMENCE WITH A FOOTPRINT OF APPROXIMATELY 13M < C%j
Q Be - 4
Or PER DUVAL COUNTY MPERTY TAX RECORDS AS ATTACHED. SCHEME FOR LU oe LU M C=
LOT 22 -VTOIN WAXER RETENTM TO BE DEVELOPED BETWEEN CONTRACTOR AND CITY PER :�� C) 0 = k: CR
LOT 26 LOT 24 LOT 20 A%lWNER ANMENCE. < I , = LU =
U- U_ CNJ C1.
V A C A N T 400ERMIA, TMUILATION:
A.CIT 22 3ffEw:50'X4,3
0 MOW SF.
�AINAPW 1310-5F.
_j
F, 0 LLJ 0 r ON
LL 0 1_ 0 0 HOUSE M:W� 21111140 SIF
- . I- . 0 L FRONT *KX= 41 SF
0C 0 Z r)
cc 0 WAC 13 SIF
0 0 1`0 8 SF
Z A� JTU
WEST SIDE PATH= 20 SIF
d4 5bX IMPERVIOUS DRIVEWAY=394/2=197 SF
<
MPERVIOUS AREA= 3219 SF= 49.5% OF SITE
Li TOTAL I
Z
>
EXISTING TREES WILL BE MAINTAINED AND REMOVED PER SEPARATE TREE REMOVAL
Ld
APPLICATION.
BUILDINQ .MOMMATION:
L11 0 LLJ 0
THE BADIING STRUCTURE WILL GENERALLY CONSIST OF INSULATED CONCRETE
U) 7'-6" j C)
< LL_ C) o FORM (ICF) WALLS SET ON CONCRETE MASONRY STEM WALLS AND PERIMETER
0 LLJ 0 CONCRETE FOOTINGS. THE FIRST FLOOR WILL BE A CONCRETE SLAB OVER FILL
0 THE SECOND FLOOR WILL BE WOOD TJI'S. THE ROOF WILL BE CLAY TILE OVER
0o 0 Z 0 PREFABRIICATED WOOD TRUSSES. EXTERIOR WALL FINISH WILL BE STUCCO. SEE
0 C) STOUMRAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL
00 1 ] ] -
LL_ rAv-u A -0-IN
0 rld_� Tff
< -HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH IMPACT
LLJ U. RE§ISTANT WINDOWS. SEE STRUCTURAL DRAWINGS FOR WINDOW PRESSURE DETAOL
2' E :[:,
1i A:j D 500 00' BUILDING HEJGHT= 30'+/- = LESS THAN 35' AS MEASURED FROM LOWEST POW
_�'_IRON - OF GRADE AT BUILDING PERIMETER TO HIGHEST PEAK OF ROOF.
F�(y,JND 1/72 50 00' FOUND 1/2- REBAR 50.00' OUND 112- IRON
plp-E, NO CAF LB 5488 PIPE, NO CAP
49.99 FIELD 49.98' FIELD C): F_
< 4'-0 BUILDING AREA TABULATIONS: L.Lj
�E I I PROPC$ED CONDMONED AREk-
U J. FIR5T FLOOR= 1695 GSF
(A SEOP"D R-OOR= 2065 GSF L.0
7th STREET Z' TOTAL= 3760 GSF <
Li i
40' RIGHT OF WAY PAVED PROPOSED ADDITIONAL ENCLOSED AREA: C)
L,J: FIRST FLOOR 560 GSF Of
PROPOSED ROOFED AREk- 0
k, FIRST FLOOR= 2940 GSF
NOTES: COND FLOOR= 2580 GSF LL_
THIS IS .4 BOUND kRY SUI VEY NTH TREE LOCATIONS. 8'-10" r,
NO BUILCOING RES17RICTION LINES AS PER PLAT. 7 1-6 IOTAL 5520 GSF
ANGLES AS PER 1ELD SL RVEY:
A 89158'03"
B - 90*12'07" 1 - - - -- - - - -
C 89'43'07" 6' HIGH WOOD PRIVADY I�fNCE City of Atlantic Beach
D 90,06'43" Planning and Zoning Department M
E 89*§8'02"
This approval verifies compliance with applicable
NORTH APROW PROTRAC1 'D FROM PLAT. zoning, subdivision and other local land
development regulations, but does not constitute
approval for the Issuance of permits. Compliance
mrith Florida Building Code and all other applicable
local, State and Federal permitting requirements
THE PR0pfERTY SHOWN HE ZEON APPEARS TO LIE IN FLOOD ZONE X THIS SURVEY WAS MADE FOR TrHE BENEFIT OF 1:T�_DIL a Z
I must be verified by signature of the City of Atlantic CLM
TSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE Beach Building Official ior to Ow &uanoo of a
(AREA OU1 PHIUVPS BUILDERS. rb C=
DETERMINr4D FROM THE "F .00D INSURANCE RATE MAP Building ParmlL C
COMMUNIr)Y-PANEI- NUMBE R 120075 0001 D REVISED APRIL 17, 1989 X Approved
BEACH, DUVAL COUNTY, FLORIDA. or.
FOR THE CITY OF ATLANTI F CONC _T� bTOOP
-7, G=M t Director CM
<
"NOT VALID WITHOU THE S 'NATURE AND THE DONt4: W. BOATWRIGHT, P.S.M.
AISED SEAL OF i[FLORIDA LICENSED a
ORIGINAL R FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 057
SURVEYOR AND MAPPER." ADDITIONAL TREES LOCATED
Ad6w
MAY 18, 2010 FLORIDA LIC. SURVEYING & MAPPING B�USINESS No. LB 3672 X C>
0-00% IMPERA S AREA OPEN WEB qAV---RS DRAW[NG INDEX :
[DATE:
CHECKED By: BOATWRIGHT LAND SURVEYORS, INC. CONCRETE WALK
MAY 7, 2010 77-7,
DRAWN BY:.- MC-
C:)
2-010-0297 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 S� HEET OF_1 -1
FILE: !§0% MPUMOUS ARFA
X ARCHITECTURAL DRAWINGS:
_V10-0261
C>
Ur&IW Page 0. r
SHEET 1 = GENERAL NOTES AND SITE PLANS
47MM10 3' 0
MM ft"w LV 1111lec"Cwd SHEET 2= FIRST FLOOR PLAN
SIrPV SURVI Y 0, 2' E
I D D SHEET 3= SECOND FLOOR PLAN
Duval County 2005 REQUEST16D HY, Z ZIPPMER REM 10/10/2005 06:38 AN 169931 0000
16_28�299 BRRW,-", UHLEN MARY K ET AL 559 1-941(fi- PAGE 1 OF I SHEET 4= FOUNDATION & ROOF PLAN
ATLANTI[C BEACH C/O R0,",WCL&LLAN JR 353 7TH Sft SHEET 5= BUILDING ELEVATIONS
DR ATLANTIC *EACg
LOTS 22.24 BLK 9 38 MVal�!V 32233
BODY 11 JR & PETER K MOCLELLAN, GHTSrr, AJ 09520-341C "2" IRON FOUND 1 /2" REBAR FOUNI SHEET 6= BUILDING ELEVATIONS & SECTIO
8001319 M Periamm'JEME H M"w, LAND VALUE 441,000 50 � 00 ' 50 � OU
i STYLE 01, BLDG MD. 001STOHY Son +UOP(12) KISC VALUE Soo CAP LB 5488 PIPE- SHEET 7= BUILDING SECTIONS
alogr Use 0201 Sm 1 +-10-+-+14-+ SLOG VAa= 82,700
Ez-vall 1: 040 SINGLE SIDING ++ CAM VALUE 524,200
N/A exterior wall 2 1 VA= BY CAMA Nags Appr 49 . 99 FIELD 49A8 FIELD SHEET 8= BUILDING SECTIONS
0 0 mo
ex-vall 2: 000
Roof Str : 03 GABLE OR HIP I I ASSESS VAL 524,200 SHEET 9= BUILDING SECTIONS
Roof Cwr : 03 ASPH/CCMP SHNGL 14 1 EXEMPT VAL 0 Eli
In-Wall 2: 0000 W/A interior wall 2 +_+ I SR EX VAL 0
I HAS(8261 33
rn-wall 1: 0300 PLASTER TAIUU" 524,200 SHEET 10= WALL SECTIONS
Fir Cwr 2: 1475 CARPETDIC751 7 1 SR TAXABLE NIA SHEET 11 = WALL SECTIONS
Fir Cvr 2: 112S CLAY T11=5% +__+ I APPRAISER M20050418 SHEET 12= WALL SECTIONS
Heat Fuel: 04 ELECTRIC SOOP(40) I DATA PTC20000510 SITE PLAN
Heat Type. 04 FORCED AIR DUCT +--18---4 ----------21-----* PROP USE 0200 SHEET 13= SECTION NOTES IN
Air Cond : 03 CENTRAL AIR I I PEP(168) 0 Tax Dist US03
Bathroom; 001.0 1.0 BATH 1 9 . I MORD 94 lN2.00 SHEET 14= EXTERIOR PERSPECTIVE VIEWS
Bedroom 02 02 BEDROOMS 19 VS?1342)9 +---21----* L100 M100 8190 MF 1.00 OVER SURVEY SHEET 15= ELECTRICAL PLANS
Stories 001.0 1 Wa901PTIONS
Quality 03 AVERAGE I w
Bra.Spent: 00
Min tea , 00
Inu STRUCTURAL DRAWINGS:
/units: 0000 MS(UOLSWP(DQR5VSL5)UMU14RIU4RIOMP(03R4D3L4)Rl4D33 S
Act No/Dy: 0000 FEP(DOL21VOR21)L2lL2)ADD(LIO)UST(LIOD19RIOU19)
Act Yr Bt: 1915 EFF AREA 1,091
Eff Yr at: 1970 SQFT RAY& 204.50 SHEET SO= GENERAL NOTES
Depr Tabl.- 12 POINTS 100
Func Obs%* 00 RCF 114,009 SHEET S1 = FOUNDATION PLAN
Econ 011ba%: 00 AREA GRAM ft"r AJ AM RCK RCULD DEM 27.50 A 49 89 16
826 100 026 86317 62580 SHEET S2= SECOND FLOOR FRAMING PLAN
Cb3rvcond: N/A SAS OBSOL 0
obory 1: 000 UOP 52 20 10 1045 758 BUILDING 82,700
FEP 168 60 101 10555 7652 SHEET S3= ROOF FRAMING PLAN
UST 342 45 1754 16093 11667 940M pAM DATE QS SALE pRc SHEET S4= FOUNDATION DETAILS
W717S IS40 oeiggi wr 17100
D%aed Typet QCSA SHEET S5= WALL AND FRAMING DETAILS
ft%l 2312 061990 Nt 100 ITE SURVEY &
M- 01PERTY NNW 0%ed Typs: WMA SHEET S6= SCHEDULES AND ICF DETAILS
VIERNIT NO TYPE DATE ANDUNT
ITE PLAN
05110100
REC BLDG CODE O&SC LSNGTfi vnvm VNIU AW PRICE EYD Iff " ADjUSTMNT VALUE
1 001 rPmA. Fireplaces .00 .00 1.00 2500.00 1915 F7 �90 .00 500 2005 PROPERTY
MIX TOM 500
REC LUSE 09SC ZONING fRONTAG7R DEPTH UNITS TP ACRES PRICE AJ Rfi%�SDN Aj pR:ECS VALUE 08-,
1 0101 Sm F ARS-2 100.00 130.00 100.00 F .29 4500.00 DP 4410.00 441000 RECORD CARD
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SIZE SIZE
MARK WIDTH HGT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE CQLDR HEAD HEIGHT. GLAZING REMARKS
01 36 81-0111 HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL LEFT SffCtAL ORNAMENTAL 1 32-0" 3*-0" PICTURE VINYL COVERED:) WOOD FIXED DARI��WOWN 81-099 CLEAR INSULATED LOW-E IMPACT
02 30 89-09 HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL LEFT CUT AND CU§TOMIZE TOP OF DOOR TO FIT 2 39-092 39-0" AWNING VINYL COVERED) WOOD STAINLESS S DARK BROWN 81-091 CLEAR INSULATED LOW-E IMPACT
03 30 89-Ox POCKET - SINGLE SOUD CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL LEFT 3 1 39-091 69-6" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL DARK BROWN 81-0*9 CLEAR INSULATED LOW-E IMPACT TEIWPERED GLASS
05 60 8'-Of HINGED - DOUBLE - FULL LITE VINYL CLAD WOOD & GLASS CLEAR IN%LATED LOW-E IMPACT TEMPERED DARK BROWN STAINLESS STEEL NA 4 39-0" 6'-6" DOUBLE HUNG VINYL COVERED):��WOOD STAINLESS S-EEL DARK BROWN 81-0" CLEAR INSULATED LOW-E IMPACT TEMPERED GLASS
06 72 81-0 HINGED - DOUBLE - FULL LITE VINYL CLAD WOOD & GLASS CLEAR INSJuLATED LOW-E IMPACT TEMPERED DARK BROWN STAINLESS STEEL NA 5 3P-Om 6'-6" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S 7EEL DARK BROWN 89-092 CLEAR INSULATED LOW-E IMPACT
07 36 8'-0 HINGED SINGLE - FULL LITE VINYL CLAD WOOD & GLASS CLEAR INSIULATED LOW-E IMPACT TEMPERED DARK BROWN STAINLESS STEEL LEFT 6 3P-Om 6'-6" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS SUL DARK BROWN 89-0" CLEAR INSULATED LOW-E IMPACT
08 34 8'_0 HINGED SINGLE -2 PANEL SOUD CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL LEFT 7 3'-0' 6'-6" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL DARK BROWN , 89-0" CLEAR INSULATED LOW-E IMPACT
09 24 8'_0 SHOWER SINGLE FRAMELESS PIVOTED CLASS MIN. 11/8" CLEAR TEMPERED GLASS CLEAR STAINLESS STEEL RIGHT 8 39-0m 6'-6" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL DARK BROWN 8*-0" CLEAR INSULATED LOW-E IMPACT
10 32 180-0, HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL RIGHT 9 3p-O" 69-0" DOUBLE HUNG VINYL COVERED,, WOOD STAINLESS S-EEL . DARK BROWN 89-0" CLEAR INSULATED LOW-E IMPACT
11 36 at-O'_I POCKET - SINGLE SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL RIGHT 12 39-0" 6'-0" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL' DARK BROWN 8'-0" CLEAR INSULATED LOW-E IMPACT
12 36 89-011 POCKET - SINGLE SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL LEFT 13 29-0" 5'-0" DOUBLE HUNG VINYL COVERE11 WOOD STAINLESS S-EEL DARK BROWN 81-091 CLEAR INSULATED LOW-E IMPACT
13 32 8$-of POCKET - SINGLE SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL RIGHT 14 2 x-on 5'-0" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL DARK BROWN 81-0. CLEAR INSULATED LOW-E IMPACT
14 32 8 I-of HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL RIGHT 15 2'-0- 2'-Ou PICTURE VINYL COVERED) WOOD FIXED DARK BROWN 90-099 CLEAR INSULATED LOW-E IMPACT
15 36 6*-8' HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEL PARK BROWN STAIN STAINLESS STEEL LEFF 20 MON. RATED-AIR SEALED 16 2#-0" 2'-0" PICTURE VINYL COVERED) WOOD FIXED DARK BROWN 90_099 CLEAR INSULATED LOW-E IMPACT
If gp-on
17 108 8'-0' OVERHEAD - SECTIONAL -4 PANEL FIBERGLASS PANEL DARK BROWN STAIN STAINLESS STEEL NA IMPACT RATED 17 2P-O" 2'-0 PICTURE VINYL COVERED) WOOD FIXED DARK BROWN CLEAR INSULATED LOW-E IMPACT
18 108 8'-0' OVERHEAD - SECTIONAL -4 PANEL FIBERGLASS PANEL DARK BROWN STAIN STAINLESS STEEL NA IMPACT RATED 18 3 -0 6'-0" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL DARK BROWN 99-012 CLEAR INSULATED LOW-E IMPACT w
19 36 8'-0'.. HINGED SINGLE -2 PANEL EXTERIOR FIBERGLASS PANEL DARK BROWN STAIN STAINLESS STEEL LEFT IMPACT RATED 20 3'-0" 6'-0" DOUBLE HUNG VINYL COVEREC� WOOD STAINLESS S-EEL . DARK BROWN 99-010 CLEAR INSULATED LOW-E IMPACT
20 72 69-Or HINGED DOUBLE -2 PANEL EXTERIOR FIBERGLASS PANEL DARK BROWN STAIN STAINLESS STEEL NA IF SIZES UmffED CUT FLUSH PANEL WOOD 21 2*-0' 2'-on PICTURE VINYL COVERED) WOOD FIXED DARK BROWN 99-099 CLEAR INSULATED LOW-E IMPACT S
99-099 N
21 24 4'-0' HINGED SINGLE -LOUVER EXTERIOR FIBERGLASS OR WOOD LOUVER DARK BROWN STAIN STAINLESS STEEL LEFT ILOUVERED DOGIR MATCH SHUTTER RAIL PANEL 22 20-0" 29-0" PICTURE VINYL COVERED) WOOD FIXED DARK BROWN CLEAR INSULATED LOW-E IMPACT
22 24 6'-8# HINGED - SINGLE -2 PANEL SOUD CORE WOOD 2 PANEL DARK BROWN STAIN STAINLESS STEEL LEFT 23 22-091 29-0" PICTURE , VINYL COVERED) WOOD FIXED DARK BROWN 91-032 CLEAR INSULATED LOW-E IMPACT Kz 7
GENERAL NOTE, 24 21-0" 5'-0" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S-EEL , DARK BROWN g.-On CLEAR INSULATED LOW-E IMPACT E
25 22-0" 5'-0" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS SEEL DARK BROWN 99�091 CLEAR INSULATED LOW-E IMPACT
9
26 29-0" 5'-0" DOUBLE HUNG VINYL COVERED) WOOD STAINLESS S7EEL DARK BROWN go-on CLEAR INSULATED LOW-E IMPACT 2 49 89
1 . ALL EXTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" AS MEETING DESIGN PRESSURE AND LOW MISSLE IMPACT REQUIREMENTS FOR 120 MPH WIND ZONE AND EXPOSURE "C" PER 1 99-099 i -
ENGINEERING FOR DESIGN PRESSURES. 5'-Ow DOUBLE HUNG VINYL COVERED) WOOD STAINLESS SEEL DARK BROWNI I CLEAR INSULATED LOW-E IMPACT I --
FBC. SEE STRU DTUR/ 27 2'-8"
2. ALL DOOR AqD W �DOW SIZES ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITHi ICF OPENINGS WILL OCCUR AFTER WINDOWS ARE SELECTED. FIRST FLOOR PLAN
3. ANY GIROUPS: OF VINDOWS MULLED TOGETHER SHOULD BE PROVIDED AS ONE PRE-ENGINEERD UNIT.
4. ALL DOOR A�D W �DOW OPENING DIMENSIONS AS SHOWN ON THIS FLOOR PLAN ARE INTIENDED TO INDICATE THE WIDTH OF OPENING REQUIRED IN THE ICF WALL AS MEAStURED BETWEEN THE INSIDE
FACES Or THE 2X'S iUSED AS PERMANENT FORM WORK DURING THE WALL CONSTRUCTION. THESE DIMENSIONS ARE INTENDED TO PROVIDE AN ADDITIONAL 2" EACH SIDE OF TJJHE WINDOW UNIT TO
ALLOW FOR AN ADDIIJONAL WOOD BUCK AND SHIM SPACE. SEE WALL SECTIONS FOR INTEN5,ED DETAIL. ACTUAL WALL OPENINGS MUST BE COORDINATED WITH THE SIZES OFTJOE ACTUAL WINDOWS
SELECTED TO BE INS'ALLED. 2 08-31 -10
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SIZE SECOND FLOOR DOOR SCHEDULE SIZE SECOND FLOOR WINDOW S"DHEDULE m
MARK WIDTH HGT STYLE MATL
GLAZING COLOR HARDWARE SWING REEMARKS MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT GLAZING REMARKS
31 32 7'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANElL DARK BROWN STAIN STAINLESS STEEL LEFr 31 20-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL _IbARK BROWN 7'-8' CLEAR INSULATED LOW-E IMPACT z
32 32 7'-0" HINGED - SINGLE -2 PANEL SOLID- CORE WOOD 2 PANEIL DARK BROWN STAIN STAINLESS STEEL LEFT 32 2'-8' 31-0" PICTURE VINYL CLAD WOOD FIXED IbARK BROWN 79-80' CLEAR INSULATED LOW-E IMPACT
33 32 7'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANE1 DARK BROWN STAIN STAJNLESS STEEL LEFT VINYL CLAD WOOD FIXED [DARK BROWN 5 1/2- CLEAR INSULATED LOW-E IMPACT
1 33 2'-Om 29-099 PICTURE
34 36 7'-0" HINGED SINGLE - FULL LITE VINYL CLAD WOOD CLEAR INSULATED LOW-E IMPACT TEMPERED DARK BROWN STAINLESS STEEL LEFT 34 29-8" 39-0- PICTURE VINYL CLAD WOOD FIXED IbARK BROWN 7P-8" CLEAR INSULATED LOW-E IMPACT <
35 30 7'-0" HINGED SINGLE -2 PANEL SOUD CORE WOOD 2 PANElL DARK BROWN STAIN STAINLESS STEEL LEFT 35 29-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL [DARK BROWN 7'-8" CLEAR INSULATED LOW-E IMPACT TEMPERED GLASS
36 32 7'-0" HINGED SINGLE -2 PANEL SOLID CORE WOOD 2 PANE-1 DARK BROWN STAIN STAINLESS STEEL LEFT 36 2*-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL FDARK BROWN 7*-8" CLEAR INSULATED LOW-E IMPACT
37 30 7'-0" HINGED SINGLE -2 PANEL SOLID CORE WOOD 2 PANElL DARK BROWN STAIN STAINLESS STEEL RIGHT 37 22-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 17'-8" CLEAR INSULATED LOW-E IMPACT ca
38 24 79-0' CASED OPENING NA 38 29-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL JbARK BROWN 7*-8' CLEAR INSULATED LOW-E IMPACT
39 24 7'-0" POCKET - SINGLE-2 PANEL SOLID CORE WOOD 2 PANQlL DARK BROWN STAIN STAINLESS STEEL LEFT 39 29-8" 4'-4" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7'-8" CLEAR INSULATED LOW-E IMPACT
40 48 7'-0" HINGED - DOUBLE-2 PANEL SOLID CORE WOOD 2 PANEJ-lL DARK BROWN STAIN STAINLESS STEEL NA 40 29-8" 4'-4" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7*-8" CLEAR INSULATED LOW-E IMPACT
41 30 7'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEIL DARK BROWN STAIN STAINLESS STEEL RIGHT 42 2'-8" 4'-4" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL [bARK BROWN V-8- CLEAR INSULATED LOW-E IMPACT
42 28 7'-0" HINGED - SINGLE -2 PANEL SOUD CORE WOOD 2 PAN EJL DARK BROWN STAIN STAINLESS STEEL LEFT 43 29-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT
43 30 7'-0" . HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEj-lL DARK BROWN STAIN STAINLESS STEEL LEFT 44 21-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT
44 24 7'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEX DARK BROWN STAIN STAINLESS STEEL LEFF 45 2*-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT
45 28 7'-0" POCKET SINGLE-2 PANEL SOLID CORE WOOD 2 PANQL DARK BROWN STAIN STAINLESS STEEL RIGHT 4 6 29-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7'-8" CLEAR INSULATED LOW-E IMPACT
46 24 7'-0" HINGED SINGLE -2 PANEL SOLID CORE WOOD 2 PANEX DARK BROWN STAIN STAINLESS STEEL RIGHT 47 2p-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 7'-8' CLEAR INSULATED LOW-E IMPACT
47 28 7#-0" HINGED SINGLE -2 PANEL SOLID CORE WOOD 2 PANEIL DARK BROWN STAIN STAINLESS STEEL RIGHT 48 20-8" 5'-0" DOUBLE HUNG VrNYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT
48 32 7'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2 PANEJ-lL DARK BROWN STAIN STAINLESS STEEL LEFr 49 2p-8" 5P-O" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 7'-8" CLEAR INSULATED LOW-E IMPACT
49 36 7'-Om HINGED - SINGLE - FULL LITE VINYL CLAD WOOD CLEAR INSULATED LOW-E IMPACT TEMPERED DARK BROWN STAINLESS STEEL RIGHT 50 3*-2' 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN [7p-8" CLEAR INSULATED LOW-E IMPACT EMERGENCY EGRESS
50 36 7'-O"l HINGED - SINGLE - FULL LITEI VINYL CLAD WOOD CLEAR INSULATED LOW-E IMPACT TEMPERED1 DARK BROWN STAINLESS STEELI LEFT 1 51 3P-2x 5'-Om DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7$-8" CLEAR INSULATED LOW-E IMPACT EMERGENCY EGRESS
52 2*-Ow 39-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 72-8m CLEAR INSULATED LOW-E IMPACT
GENERAL NOTES: 53 2#-8" 39-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 70-8" CLEAR INSULATED LOW-E IMPACT TEMPERED GLASS
54 22-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7'-8" CLEAR INSULATED LOW-E IMPACT TEMPERED CLASS
1. ALL EXTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED' AS MEETING DESIGN PRESSURE AND LOW MISSLE IMPACT REQUIREMENTS FOR 120, MPH 55 2#-B" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 7*-8" CLEAR INSULATED LOW-E IMPACT TEMPERED GLASS w
WIND ZONE AND EXPOSURE "C" PER FBC. SEE STRUCTURAL ENGINEERING FOR DESIGN PRESSURES. 56 29-8- 39-0" CASEMENT VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT
2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITH ICF OPENINGS WILL OCCUR AFTER WINDOWS ARE SELECTED. 57 2*-2" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT S
58 3'-2" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL FDARK BROWN 71-8" CLEAR INSULATED LOW-E IMPACT EMERGENCY EGRESS
3. ANY GROUPS OF WINDOWS MULLED TOGETHER SHOULD BE PROVIDEC� AS ONE PRE-ENGINEERD UNIT. 59 2'-2" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT E
60 2#-2" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK 13ROWN 72-8" CLEAR INSULATED LOW-E IMPACT
4. ALL DOOR AND WINDOW OPENING DIMENSIONS AS SHOWN ON THIS FLOOR PLAN ARE INTENDED TO INDICATE THE WIDTH OF OPENING REQUIRED IN THE ICF 61 S-2 59-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT EMERGENCY EGRESS
WALL AS MEASURED BETWEEN THE INSIDE FACES OF THE 2X'S USED AS PERMANENT FORM WORK DURING THE WALL CONSTRUCTION. THESE DIMENSIONS E 63 29-8" 3P-4" CASEMENT VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 79-8" CLEAR INSULATED LOW-E IMPACT TEMPERED GLASS 21 4'
'IINTENDED TO PROVIDE AN ADDITIONAL 2" EACH SIDE OF THE WINDOW 4NIT TO ALLOW FOR AN ADDITIONAL WOOD BUCK AND SHIM SPACE. SEE WALL SECTIkoNS 64 39-2" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7'-8- CLEAR INSULATED LOW-E IMPACT EMERGENCY EGRESS
FOR INTENDED DETAIL. ACTUAL WALL OPENINGS MUST BE COORDINATED WITH THE SIZES OF THE ACTUAL WINDOWS SELECTED TO BE INSTALLED. 65 39-2" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 7*-8" CLEAR INSULATED LOW-E IMPACT EMERGENCY EGRESS
66 29-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL bARK BROWN 72-8n CLEAR INSULATED LOW—E IMPACT TEMPERED GLASS
67 2p-8" 5'-0- DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL IbARK BROWN 79-8" CLEAR INSULATED LOW—E IMPACT TEMPERED GLASS SECOND FLOOR
69 2P-8" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL
bARK BROWN 79-8n CLEAR INSULATED LOW—E IMPACT PLAN
70 2P-18" 5'-0" DOUBLE HUNG VINYL CLAD WOOD STAINLESS STEEL [bARK BROWN . 7#-8" CLEAR INSULATED LOW-E IMPACT
08-31 -10
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1 08-31 -10
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08-31 -10
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08-31 -10
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LC_�QN G WALL SEC'nON —31 -10
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NOTE SCHEDULE
MAW
ROOF COVERING CONSISTS OF *So SHAPED CLW_j�M_ inif INSIALLED I IER MANUFACTURER'S RECOMMENDATIONS OVER SELF-ADHEREING WATERPROOF MEMBRANE SUCH_A_S _d0E VE & WATER SHIELD" OVER
3/4-0 DMIOR GLUE PLYWOOD SHEATHING ATIi*CHED TO PRE-ENGINEMM WOOD ROOF TRUSSES SPACED 24* ON CENTER. PROVIDE MIN 2,C WIDE 16 OZ COPPER PAN FLASHING AT CLOSED VALLEYS. PROVIDE 16
IC AN
1 OZ COPPER DRIP FLASHING SET OVER EAVES fba STRIP OF I E ND W TER SHIELD' MEMBRANE AND THEN COVERED BY PRIMARY MEMBRANE OVER TOP. FLASHING COVERS END) OF PLYWOOD AND PRESSURE
A
'I
TREATED lX2 AFFIXED TO lX6 WOOD FASCIA, �ALL FLASHING TERMI TI
NA TO HAVE HEMMED EDGE PROFILE FOR EFFECTIVE DRIP PERFORMANCE. TRUSSES HELD DOWN AT ROOF PERIMETER BY STEEL IMBEDDED IN
,CONCRETE AT ICF WALLS. ROOF TILE RECOMME! M
NDED IS *SPANISH 'S' FUM AS PROVIDED BY `ALTUSA7, SEE ALTUSA.COM.
OPEN CELL POLYURETHANE INSULATION SUCH / S
As ICYNENE LD-5-50- S YED TO UNDEI?SIDE OF ROOF SHEATHING 0 5-1/2* THICKNESS TO ACHIEVE R-20 THERMAL BARRIER AND AIR SEAL PER ASTM E-283 AT
ROOF. ATTIC TO BE CONSIDERED SEMI-CONDMUED SPACE PER FBC
2 .4 AND SHALL NOT BE VENTED. MATERIAL IS SEPARATED FROM INTERIOR SPACE BY MIN r GYPSUM BOARD. MATERIAL AT ATM MUST BE
PROTECTED PER FBC R314.5.3. AN APPLICATION OF 3-1/20 THICKNESS
ISOLATION BETWEEN FLOORS. IICNXKNESS SAME INSULATION IS RECOMMENDED AS SHOWN AT UNDERSIDE OF SECOND FLOOR PLYWOOD DECKING FOR SOUND AND THERMAL
AT ROOF EAVES 2X4 OUTLOOKERS SCABBED I% ROOF TRUSSES EXTEND 1 ) SUPPORT 2e NOMINAL OVERHANG. UNDERSIDE OF OUTLOOKERS To BE COVERED WITH IX6 T&G'WOOD SOFFIT AS SHOWN. ENDS OF
3 SOFFIT BOARDS MAY BE STAGGERED FOR CONI#NUOUS PLANAR APPEARAN( E OR COVERED AS SHOWN WITH lX4S EXTENDING PERPENDICULAR FROM BUILDING ENVELOPE SPACED Alr 4! INTERVALS ALONG ROOF
PERIMETER . ENDS OF OUTLOOKERS TO BE CUAUED AS SHOWN WITH 2X FRAMING, lX6 FASCIA, 1X2 PT DRIP AND METAL FLASHING. PROVIDE COW TRIM AT INTERSECTION OF ISOFFIT AND STUCCO WALL AS
PHOWN. ALL EXTERIOR FINISH WOOD HERE C014SIDERED AS NO.1 KILN �w WESTERN RED CEDAR TO BE STAINED DARK.
TYPICAL EXTERIOR WALLS TO CONSIST OF ICF qINSULATING CONCRETE F STRUCTURAL WALLS SUCH AS PROVIDED BY INTEGRA-SPEC. ICF WALL TYPICALLY COMPOSED OF TWO_2* THICK LAYERS OF HIGH ao cm
co NA*
r
M
DENSITY EXPANDED POLYSTYRENE FOAM SANDRWCHING A 5' THICK STEEL NFORCED STRUCTURAL CONCRETE CORE. PLASTIC INSERTS AT CORE PROVIDE FURRING STRIPS FOR ME&MICL ATTACHMENT OF 10 C"j CO
GYPSUM BOARD AT WALL INTERIOR AND STUC% REINFORCING MESH AT W CQ M L\J i I
EXTERIOR. INTERLOCKING FOAM FORMS AND CONTINUOUS CONCRETE CONSIDERED AS WATER RESISTANT BARRIER WITH VAPOR co CrJ CE3
CD
PERMEABILITY. EXTERIOR FINISH TO CONSIST OR SYNTHETIC STUCCO SUCH AS PROVIDED BY -DRYVIT SYSTEMS, INC-. APPLICATION GENERALLY INCLUDES DRYVIT BASE COAT OVER ICF FOAM COVIERED 13Y cri
FIBERGLASS REINFORCING MESH TO BE FULLY tOVERED By ANOTHER :!!5; 0 cd ci
BASE COAT TO BE FULLY COVERED BY WHITE COLORED, FINE TEXTURED DRYVIT FINISH COAT. HIGH DENSITY wPANZER MESH* LU CM
4 < L__ = LU E2 cm
REINFORCING MESH IS TO BE USED AT BOTTOko OF WALL UP TO A MINIMU W HEIGHT OF 6 FELT FROM GRADE TO PROTECT WALL FROM IMPACT DAMAGE. DRYVIT FINISH SYSTEM IS CONSIDERED AN ADDITIONAL WATER C= LZ; Exi o C?2
RESISTANT BARRIER. ICF WALL TO BEAR ON CONTINUOUS PERIMETER CMU S-MN WALL AND CONCRETE FOOTING. FINISH COAT OF DRYVIT SYSTEM TO EXTEND DOWN FROM ICF WALL ITO COVER CMU BASE FOR ><
UNIFORM APPEARANCE. CONSULT MANUFACTURE& FOR IDEAL TRANSITION DETAIL, HERE CONSIDERED TO INCLUDE A RJEXIBLE TAPE TO BRIDGE DISSIMILAR SUBSTRATES, AND APPROPOTEAPPLICATION OF MATERIAL LU LJ_. L.L_
LU l_U
OVER Cmu. CMU HERE CONSIDERED COVERED *M r THICK CONVENTIONA. STUCCO AS BASE FOR CONSISTENT FINISH COAT, CONSIDER OVEI?HANGING ICF OVER CMU ENOM To ACCOMMODATE DIFFERENT c'n < un C-1
BASE w c-
CL_ C:3
TION AND DETAIL ALL- MANUFACTURER RECOMMENDATIONS LLJ LU
COAT THICKNESS. PER FBC: R704.1.1 STUCCO tVER CMU TO EXTEND BEL(N ME SEE STRUCTURAL DRAWINGS FOR CONCRETE AND REINFORCING SPIECIFICA LU LU
IMUST BE FOLLOWED DURING ENTIRE INE&ILTIft. L) w LU
__j Cl- =
5 JICF WALL AT SOUTH PORCH ON SECOND R_OOFg To BE REDUCED IN THICK IESS TO 40 CORE, CONCRETE BEAM AT BASE OF WALL TO SPAN OPEN GARAGE BELOW. SEE STRUCTURALL FOR CONCRETE DESIGN. ZD LU
< 0 < U-) c\j
0 25 4
OPENINGS AT ICF WALLS TO BE FILLED WITH DOWS AND ODORS ARE BE TREATED AS FOLLOWS. WITH THE EXCEPTION OF SILLS, ALL OP904GS ARE SURROUNDED 13Y ORE TREATED WOOD BUCKS AT Ln 22 Ln Z:) C=
FULL WALL WIDTH ACTING INITIALLY AS CDNCRQjE FORM WORK. It ESE ARE COVERED 13Y ADDITIONAL 2X6 PRESSURE TREATED BUCKS SET FLUSH WITH INTERIOR SIDE OF OMINGS. ALL BUCKS ARE TO BE LU LU L.L.
S :�� 0 :2� C= k: C?2
COVERED BY LAYER OF LIQUID APPUED WATERRIROORNG MEMBRANE SUC V.R. MEADOWS AIR-SHIElff. APPLICATION SHOULD START AT INTERIOR PLANE OF WALL AND EXTEND OJT ONTO EXTERIOR WALL FACE < --i < c=3 LU
LA_ UZ cm
0
T
ARS
HE
NEA
E
S
R
TO A MINIMUM DISTANCE OF 4* FROM OPENIN%. AT WINDOW SILLS, RENA FORM WORK IS TO BE APPLIED TO ICF SUCH THAT CONCRETE CORE CAN BE SHAPED INTO PROJECSING SILL AS SHOWN. 2X6 PT
6 BUCK AT SILL IS TO BE ATTACHED TO CONCREfTF AIR-SHIELD AT SILL IS TO EXTEND ACROSS CONCRETE AND DOWN ONTO ICF WALL BELOW. METAL OR VINYL PAN RASHING WITH INTEGRAI_ END AND
BACK DAMS SHOULD BE SET IN SEALANT OVER- AIR-SHIELD AT SILL
FACE OF PAN SHOULD BEND DOWN OVER BUICK. DOOR AND WINDOW RANGES ARE TO BE SET AGAINSf AIR-SHIELD AT SMALLER BUCKS
AND FRONT FACE OF PAN FLASHING. BEAD OF (COMpATIBLE SEALANT BACK UP RANGE AT HEAD AND JAMBS BUT NOT AT SILL TO ALLOW FOR FOR POTENTIAL DRAINAGE. APPLY STRIP OF SEIF-AMEREING
L
FLASHING SUCH AS IMACE VYCOR PLUS' ALL #IROLIND TO COVER FLANGE AND SEAL AGAINST AIR-SHIELD EXCEPT AT SILL APPLY SEALANT WHERE SYNTHETIC STUCCO ASSEMBLY MlEETS WINDOW FRAME ALSO
, W
I OW
1PROVIDE AIR TIGHT SEALANT ALL AROUND AT lgre;"OR SIDE OF WINDOW E.
D
FLOORS AT SECOND FLOOR PORCHES CONSIST (OF r T&G PLYWOOD SU WITH EXTERIOR GLUE FASTENED TO SLOPING PRESSURE TREATED CONVENTIONAL 2X10 WOOD FLOW JOISTS [AD OUT PER
STRUCTURAL DRAWINGS. CEILING BELOW SUPPW?TED Ely LEVEL 2X6 CEILI JOISTS. PORCH SUBR.00R IS TO BE COVERED WITH SELF-ADHEREING WATERPROOF MEMBRANE SUCH A§ IBI-TEC IMPERFM USA7.
U
LOWEST EDGE OF DRAINING SURFACE TO BE C%VERED WITH STAINLESS FLASHING WITH DRIP EDGE. WHERE DRAINAGE PLANE MEETS VERTICAL WALLS, PROVIDE STAINLESS STEEL V FLAMING SUCH THAT
7 FLASHING RUNS UP WALL MIN 40. SEAL TOP OfF FLASHING To ICF WALL STRIP OF NYCOR PLUS" TO BE COVERED WITH SYNTHETIC STUCCO. STAINLESS STEEL FLASHING MAY INIE ATTACHED TO PLYWOOD AND
I
FRAMING BELOW THROUGH MEMBRANNE WHERE- WOOD PORCH POSTS PEN T PORCH FLOOR, STAINLESS STEEL RMING COMPLETELY SURROUNDS POST BASE. FILL TOP OF FLASHING AT WOOD POST WITH CLEAR
iN
SE4W. TREAT FLASHING WITH PRIMER AND Tft APPL AR ODA
Y GRANUL WATERPROOF CAP SHEET SUCH AS "Bl-TEC IMPERFLEX MSA7 TO SEAL OVER ALL FLASHING ATTACHMOM AND CREATE WATERPROOF
SURFACE. WAR AREAS WHERE CAP SHEET MIMS BASE OF FLASHING LIQUID APPLIED BITUMINOUS COATING. LOOSE LAY 2X4 PRESSURE TREATED SLEEPERS RUNNING WITH DECK SLOPE AWAY FROM BUILDING
ENCLOSURE WALL ATTACH SECOND LAYER OF 1JX4 SUM)ERS RUNNING DICULAR TO SLOPE. ATTACH lX4 T&G SQUARE EDGED IPE WOOD PORCH FLOORING WITH JOINTS RUOING WITH SLOPE. DETAIL END OF
FLOORING AS SHOWN SUCH THAT ENDS OF SL@EpERS ARE OBSCURED
BSCM JVMIEEW BUT DRIP DRAINAGE IS NOT BLOCKED.
ICF EXTERIOR WALLS TYPICALLY BEAR ON 8* ftIMETER CMU STEM WALL ONG ON CONTINUOUS PERIMETER CONCRETE FOOTING BEARING ON CLEAN COMPACTED FILL STEM WAIIS TO CONTAIN CLEAN,
8 COMPACTED WSW FILL CAPPED TO BE TREWED FOR TERMITES, WITH MIN. 6 MEL POYVINYL VAPOR BARRIER, AND r MIN. THICKNESS CONCRETE SLAB WITH RBERMES14 REINFORCING. GROUT CMU CELLS
U DR
JA R
AND INSTALL STEEL REINFORCING THROUGHOUT-fCONCRETE PER STRUCTU DRAWINGS. AT GARAGE WALLS WHERE FLOOR LEVEL DROPS BELOW FIRST FLOOR LEVEL, USE 12w CMU JO PROVIDE BASE TO ICF WALLS.
PROVIDE 2X4 WOOD TRANSITION TRIM AT TOP (bF CMU AS S%HMOWN. CMU GARAGE SIDE TO BE PAINTED. GARAGE RJDOR TO BE SEALED.
AT FRONT PORCH R.00R, SLOPE TOP OF CMU7§T WALL WITH CONCRETE SLAB TO DRAIN AS SHOWN. FORM UP CONCRETE PEDESTALS TO PROVIDE BASE FOR ICF WALLS. AT WEST AND NORTH PORCH, DMD Sm
STEM WALLS UP TO HEIGHT OF PERIMETER BEI#CH OR To SUPPORT BACK OF COUNTER AT GRILL/SUMMER KITCHEN. PROVIDE SECOND WYTHE OF CMU TO ENCLOSE BENCH INT" SIDE. PROVIDE 16- SQUARE CMU
9
PILASTERS TO RISE FULL HOW OF WALL AS %HOWN. SYNTHETIC STUCCO FINISH COAT TO COVER APPROPRIATE ata COAT OVER CMU WITH APPEARANCE IDENTICAL TO FINISH OVL9R [CF. CMU HERE CONSIDERED AS
COVERED BY CONVENTIONAL r THICK STUCCO AND DRYVIT FINISH COAT. A)LLOW MANUFACTURER RECOMMENDA11ONS FOR INSTALLATION TECHNIQUE AND MATERIAL
10 FLOOR AT EXTERIOR FIRST FLOOR PORCHES TO� BE COVERED WITH SATILLO TILE SET OVER MORTAR BED, ALL SLOPED TO DRAIN AS SI-M. PROVIDE SEALER OVER FINISHED TILE AND GROUTTO PROTECTTILEAND
INCREASE COEFRCIENT OF FRICTION AND REDU%E SLIPPING DANGER WHEN WET. BENCH AND COUNTERTOP AT NORTH PORCH TO BE COVERED WITH EITHER PRECAST CONCRETE , E M Y
OR W TILE S! ILARL SEALED
EXTERIOR WINDOWS AND DOORS ARE HERE COftDERED AS VINYL CLAD W()OD AS PROVIDED BY `ANDERSEN WINDOWS, INC*i PRODUCT HERE CONSIDERED TO BE `ANDERSEN 400 SfRIES WITH STORMWATCH
PROTECTION* AND 'HIGH PERFORMANCE LOW-E--IMPACT RESISTANT GLASSN. UNITS ARE TO BE INSIALLED PER NOTES HEREIN AND MANUFACTURER RECOMMENDATIONS. ALL UNITS ARE TO BE RATED TO WMISIAND
LOW MISSILE IMPACT AS REQUIRED BY CODE Fl�j AN ENCLOSED STRUCTU IN 120 MPH WIND ZONE SEE STRUCTURAL DRAWINGS FOR REQUIRED DESIGN PRESSURES. EXTERIOR FINISH HERE CONSIDERED TO BE
'URATONE" TO BE CONFIRMED BY OWNER. INftERIoR Wool) FINISH IS TO DARK STAIN. RECOMMEND NTRUSCENE INSECT SCREEN' BE PROVIDED WITH OPERABLE WINDOWS. OWNP TO SELECT FINISH HARDWARE.
SECOND FLOOR BALCONY RAILS TO BE COM OF WOOD RAILING AND WITH INSIECT SCREENING ATTACHED TO INTERIOR SIDE. AT TYPICAL PORCH SIDES, PROVIDE WMDEN CURB WITH LEVEL TOP AND
BASE THAT SLOPES WITH PORCH FLOOR SO THOkT BoTrOM OF BALUSTERS N CONSISTENTLY LEVEL AN EXCEPTION TO THIS OCCURS AT THE SOUTH SIDE OF THE MASTER PORCH WHERE THE TOP OF THE CURB <
SLOPES WITH THE TOP OF THE ADJACENT ROOFF. THE CURB PROJECTS THE ROOF DOM TO OFFER A SUBSTRATE FOR SIDENALL ROOF FLASHING AND CLEAN TERMINATION OF BARREL 11LE ROOF. TOP OF
CURB TO BE SLOPED WOOD SET OVER METAL bp FLASHING PROTECTING
12 CTINGG BELOW. AT THE RAILING WHERE PORCH SLOPES TO DRAIN PROVIDE ADEQUATE OPENINGS ABOVE THE FLOOR FOR DRAINAGE EXPLORE
BEST MEANS OF PRESERVING INSECT SCREENINJ% WHILE PROVIDING FOR D AT SOUTH PORCH, PROVIDE LOUVERED BALUSTERS AS SHOWN, HERE CONSIDERED AS FIXED LOU00 BERMUDA STYLE WITH 1-31e o
LOUVERS. COMPOSED OF WESTERN RED CEDAR 'TO BE STAINED. PER FBC: 7.1.1 EXCEPTION 1, THE RAILING MUST BE CAPABLE OF WITHSTANDING A CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT -i
THE TOP RAIL ONLY. AT THE MASTER PORCH, FNALUSTERS ARE TO BE COM OF 2X2 CEDAR PICKETS SANDWICHED BETWEEN TOP AND B0TTOMl RAILS. PICKETS ARE SPACED Ar 5* CENTERS TO PREVENT LL_
PASSAGE OF A 4* DIAMETER SPHERE.
PORCH CEILINGS ARE TO BE COM
POSED OF IYA V JOINT T&G CEDAR TO BE PAINTED LOT BLUE PER OWNER CWRMATION. MATERIAL MAY BE TREATED AS CONTINUOUS PANEL VITH STAGGERED JOINTS OR JOINTS
13
MAY BE ALIGNED UNDER APPLICATION OF lX4 F&ATTENS IN PATTERN TO BE DETERMINED BUT RESPECTFUL OF POST SPACING.
BE
NAGE.
60
FIRST FLOOR INTERIM FLOORING TO TYPICALLY-�CONSIST OF SATILLO TILE IN MORTAR BED OVER CONCRETE SLAB PER MANUFACTURER RECOMMENDATION& SEAL TILE_M__D—a7jo—W AS RECOMMENDED. BATHROOM
)US STJ <
FLOORS MAY CONTINUE SATILLO TILE OR INTROWCE A LESS POW TILE FLOORING THAT CAN CONTINUE INTO WALL AND SHOWER LOCATIONS AND BE MORE EASILY MAINTAN". BATHROOM WALL TILE
LA
14 APPLIED OVER THIN SET MORTAR OVER CEMENIhOUS BACKER BOARD S AS ODUROCK* OR IDENS SHIELD* ATTACHED TO WOOD STUDS. TILE AT SHOWER WALLS TO RUN TO CEIIIIIING. INSTALL TILE AT SHOWER
FLOOR OVER MORTAR BED LINED WITH RUBBER, pM OR SIMILAR WATERP NG MEMBRANE. MATE OR RASH BASE OF WALL BACKER MATERIAL FROM SHOWER BASE TO PREVENIF WICKING UP WALL RECOMMEND
CREATION OF STUD-DEPTH, TILE-COVERED NICMIE RECESSES AT SHOWER FOR SHAMPOO ETC. PER OWNER PREFERENCE
15 ISECOND FLOOR FLOOR SYSTEM TO CONST OF ir T&G PLYWOOD SCREWED WD GLUED TO 18" DEEP TA ENGINEERED WOOD FLOOR JOISTS ALIGNED SPAM AND CONNECTED PER §TRUCTURAL DRAWINGS.
SECOND FLOOR FINISH TO TYPICALLY CONSIST (bF r THICK PRE-FINISHED ENGINEERED STRIP FLOORING TO BE ATTACHED TO PLYWOOD SUBFLOOR PER MANUFACTURER RECOMMEND)ATIONS. CONSIDER MATERIAL z
BANROOM R-OORS MAY CON111 UE WOOD FLOOR OR INTRODUCE STONE TILE FLOORING THAT CAN CONTINUE INTO WALL MD SHOWER LOCATIONS. 11LE AT SHOWER AND
16
SUPPLIED BY IKAHRS INTERNATIONAL, INC.
ACCENT WALLS TO RUN TO CEILING.
TYPICAL INTERIOR WALL FINISH TO BE LATEX P#W OVER r GYPSUM BOA* ATTACHED TO PLASTIC FURRING STRIPS AT EXTERIOR WALL OR 2X4 WOOD STUDS AT INTERIOR WALLS. §DME PLUMBING WALLS EMPLOY
<
17 12X6 WOOD STUDS AS SHOWN. 2X6 WOOD STUD)S SEPARATING GARAGE F%LIMVNG SPACE TO BE COVERED WITH r TYPE axo FIRE RATED Gypsum BOARD. SAME TYPE NX* BOARD IIS TO COVER GARAGE CEILING.
INTERIOR CEILINGS OTHERWISE TO BE COVERED `WM r Gypsum CEILING 0 EXCEPT AT SHOWER AREAS WHERE MOISTURE RESISTANT BACIU BOARD IS TO BE USED AS THOUOH BENEATH TILE.
IWMIOR WOOD TRIM PACKAGE TO BE DEVELOPIE5—THROUGH DISCUSSION ` OWNER, BUT HERE CONSIDERED TO CONSIST OF lX8 WOOD BAS& lX4 CASING AT OPENINGS CAP" AS SHM, lX4 WINDOW SILL
18 APRON BENEATH EXTENDED WOOD SILL AS SHO%VN. INTERIOR WOOD ;;W�11"S NOT CURRENTLY %M. CONCEPTUALLY ALL INTERIOR TRIM, ALONG WITH INTERIOR FACES OF DOOR§ AND WINDOWS, IS TO BE STAINED
DARK.
19 INTERIOR COUNTERTOP MATERIAL TO BE S RED BY OWNER, HERE CONSI TO BE SLAB GRANITE. SAME MATERK IS TO COVER WALL SPACE BETWEEN COUNTER AND U NETS AT KITCHEN. AT COOK
TOP, SAME MATERIAL IS TO DMD UP TO UNQtMDE OF EXHAAWIST HOO AT SIDES OF HOOD, MATERIAL TO BE TERMINATED AT TOP WITH SMALL SHELF AS SHOWN.
20 FIREPLACE HERE CONSIDERED TO BE ISOKEI?N UMBARD 462 WIDE Box WITH CLASS *A! RATED METAL CHIMNEY FLUE LEONG TO SPARK ARRESTOR AT TERMINATION AT NOOF. FLUE MUST BE ATTACHED
TO BOX WITH MASONRY COLLAR AND ANGLED AfS SHOWN ABOVE BOX To
BOX TO CHIMNEY. OBSERVE MANUFACTURER RECOMMENDATIONS FOR CLEARANCES TO COMBUSTIBLES. ISOKEION BOX TO BE INSTALLED WITH
FRONT RUSH WITH FRAMING. COVER FRONT WRH STONE TILE AS SHOWN.
DE STONE OR OTHER NONCOMBUSTIBLE MATERIAL THERE AND AT HEARTH TO EXTEND MIN 2D- FROM! FIREPLACE FRONT.
INTMIOR STAIR nNISHES TO BE SELECTED BY (bWNER. CONTINUOUS ROUNI HANDRAIL WITH DIAMETER BETWEEN 1-1/40 AND 2* IS TO BE PROVIDED AL DE WALL SU H T RAIL MIN. 1-1/2*
ONG OUTSI C TW RESTS
CLEAR FROM WALL AND CENTER OF RAIL IS BE-#WEEN 34" AND 360 ABOVE LEADING EDGE OF TREAD NOSING. GUARD RAIL AT INTERIOR SIDE OF STAIR TO EMPLOY FULL 27X20 WOLV PICKL7 BALUSTERS A ED
TIACH
21 TO TREADS. GUARD RAILING AT FIRST FLOOR TqRMINATES AT UNDERSIDE 01' SECOND FLOOR. BALUSTERS AND RAIL TO PROHIBIT PASSAGE OF r SPHERE. GUARD AT SECOND FLOOKt STAIR OPENING TO BE MINIMUM
- BASE OF RAIL STUDS AS REQD. TO STIFF04 RAIL WALL. CONSI NG W NG STAR E
31r HIGH GYPSUM BOARD COVERED STUD WALLt. PROVIDE STEEL ANGLES A DER COVERI ALL ALO I RIS ON WOOD F`ANElJNG UP TO RAIL
ITOP TO PROTECT WALL CONSIDER SAME TREAT*Dg AT SECOND FLOOR GL ARD TO STAIR OPENING. AT MINIMUM, CAP STAIR GUARD WITH WOOD RESEMBLING WINDOW SILL AS SHOWIN.
PRE-FORMED EXPANSION JOINT MATERIAL AT CWa—*-TE JOINTS WILL RECEI fE PLASTIC CAP FILLED WITH SEALANT. SOME SEALANTS CANNOT TOUCH EXPANSION JOINT MATERIAL. PORCH ROOFS ARE FRAMED WITH
22 PRE-FABRICATERD WOOD TRUSSES.
23 BEAMS AND WOOD POSTS AT PORCHES ARE HE!kE CONSIDERED #1 KILN IED WESTERN RED CEDAR. POSTS HERE CONSIDERED AS 67X60, BEAMS AS 6`Xlf. SEE STIWWRAL Dr*WINGS FOR DETAIL PROVIDE
MINIMUM SIZES AND CONNECTIONS AS NOTED OJN STRUCTURAL DRAWINGS
IMM CONSULT ARCHITECT OR STRUCTURAL ENGINEER FOR CHANGE
"PAR UNIT SET WITH UNDER-MOLINT DETAIL INTO STONE TILE COVERED ak% IF MY PUMPS ARE TO BE USED BY
MASTER TUB HERE CONSIDERED AS EQUAL OR %IMILAR TO KOHLER IPAR TUB THEY LD BE
24
MOUNTED WITHIN BASE AND REMOVABLE TILE U%ED AS ACCESS pANE]L
IED
CoWI
N
UNIT
25 IGAS WATER HEATERS AND COOK-TOP TO BE FY T U D
IELED BY LP GAS STOREtDUNDERGROUND TANK BURIED AT YARD PER CODE. DISCUSS TANK LOCATION WITH OWNER AND GAS POMDER.
ARCHITECT RECOMMENDS WHOLE HOUSE WATER IFILTER FOR CLEAN DRINKI W TE
CLEAN DRINKI WATER AND PLUMBING FIXTURE PROTECTION THROUGHOUT HOUSE. DISCUSS PRODUCTS AND INSTALLATION WITH PLUMBING
26 PC . (
SUBCONTRACTOR. CONSIDER *AQUASANA RHINO#tQ-3000 OR OpELICAN pCj CONSIDER IPELICAN PSE2000' IF WATER SOFTENING DESIRED AS WELL
L
27 ARCHITECT RECOMMENDS WHOLE HOUSE SURG PROTECTOR. CCONSULT E E SUBCONTRACTOR FOR PRODUCTS AND INSTALLATION.
28 CROWN WONG AT CMU PORCH PIERS TO BE ORECAST CONCRETE (PRER�RRED) OR SYNTHETIC STUCCO OVER EXPANDED POLYSTYRENE SHAPE
AT TRELLIS AT GARAGE DOOR, CUT EPS FORM 4kT ICF WALL To ALLOW Cio;s
OW C ETE TO COME TO SURFACE. PROVIDE EMBEDS AS APPROPRIATE TO BOLT TRELLIS FRAMES TO WALL MVER ICF WALL AND CONCRETE
""" 'v
29 WITH EXTERIOR WALL FINISH PRIOR TO TRELLIS IINSTALLATION. TRELLIS MEtMAS SHOWN HERE CONSIDERED AS WESTERN RED CEDAR TYPICALLY C41M FOR BOLT TRELLIS TOGETHER PER STRUCTURAL NOTES.
PROVIDE WALL SCONCES ATTACHED TO Pg:�E� DOORS AS SHOWN.
30 CONCRETE STEPS AT FRONT PORCH TO BE C04M By SATILLO TILE OR
TE AS SELECTED BY OWNER M BE SET IN MORTAR BED AND SEAI_EI) FOR SUP RESUMCE.
39' 6"'
TELEVISION AS SELECTED BY OWNER TO BE MOWNTED To STEEL ARMATURE FASTEN To CONCRETE AT W
ICF ALL ARMATURE TO ALLOW TV SWING FLA AGAINST OUT TO A POSITION PERPENDICULAR TO THE
31 TO T AND
WALL FOR PREFERRED VIEWING ANGLE. MJ7
AT CMU PIERS, OPTION 1: RUN 16* X16- CMUl_pjER Up To 81-80 AFF AN) CAP WITH 3.5'X17.5`XI7.50 FLAT TOP PRECAST 10GEE FLAT* CONCRETE CAP BY "STONE LEGENDS!, WIT 1D=15212-, SEE -
STONELEGENDS.COM. CAP TO BE DRILLED OFF-qnM To ALLOW TH ROD ANCHORED IN CONCRETE AT PIER TO PASS UP THROUGH 2)(6 PRESSURE TREATED WOOD BLOCK AND 6X12 CEDAR BEAM FOR
32 PORCH ROOF HOLD DOWN AND TIE-IN TO SECQIND FLOOR POSTS. OPTION : RUN CMU TO 9'-Om AFF AND WRAP WITH PRECAST TRIM ADHERED AND MECHANICALLY ATTACHED To 0MU SUCH AS OSMNE LEGENDS SECTION NOTES
ORIELl 4* HIGH CROWN SHAPE, UNIT ID=12111�. SAME THREADED RADJDWAI RISE DIRECT FROM CMU TO PT BLOCK AND BEAM. OPTION 3: MIMIC PRECAST SHAPE WITH EXTRUDED IPOLYSTYRENE SHAPE TO BE
S I
COVEREI) WITH DRYVIT OHM STUCCO WITH UJNIFORM APPEEARAWNCE AS NISH COAT RISES UP FROM COVER OF 0ONVIENTIONAL STUCCO AT PIER TO WAR FOAM AT CROWN. SLAPPE TOP OF CROWN AND LOWER
1PROFILE ACCORDINMY TO ALI.OW FOR DRAINAG57 AT Top OF FOAM CAP.
33 AT PORCH BENCH, OPTION 1: PROVIDE PRECASFT CONCRETE BENCH CAP SUCH AS ISTONE LEGENDS BULLNOSE RISE1, UNIT ID=14175' WITH THIS OPTION THE CMU BASE MUST BE- NARROWED TO 22" WIDE TO
ALLOW FOR STUCCO THICKNESS AND CAP OVER�HANG BECAUSE THE CAP IS 24" WIDE AT ITS BASE. OPTION 2: POUR ON SITE CONCRETE CAP TO CMU WALL AND COVER WITH SAMO TILE ON SLOPE, USING SIAIR
ITREAD BULLNOSE PROFILE AT EDGES.
08-31 -10
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V) - M HA3.5 6/16 18-10d 2-3/4"0 x 8" ATR USE WHERE NOTE1 5�_ 60.0 32.0 37.1 -49.2
�D IN DRAWINGS FL10866.12 2A Window 19.00 96.0
&_ 64.0 34.2 -43.5
W - M HA3.56/18 18-10d 2 3X "0 x 8" ATR USE WHERE NOTEf 2B Window
a. 4 IN DRAWINGS FL10866.12 4L-_ 19.00 32.0 48.0 37.6 -40.8
z 315# RSP 4 4-8d x 1-1/2" 4-8d x 1-1/2" STUD TO PLATE 2C Window 4 19,00 32.0 64.0 36.9 -40.1
W If FL10456.38
1= 2C Window 6. 19.00 32.0 36.9 -48.9
585# 6-10d 4-10d STUD TO SILL PLATE FL110456.41 2D Window 4- 19.00 64.0 64.0
35.2 -38.4
1065# P 2 6-10d 6-1 Od STUD TO DBL TOR PLATE FL1 0456.42 2E Door 11.00 -38.8
IS 4 36.0 96.0 35.6
W
Zn 2F Window 4 10.00 32.0 ".0 36.9
(n 1915# MSTAM 36 13-10d NAILS & 8-1/4"0 x 21/4" TITEN SCREWS MASONRY TO STUID @ FLR -40.1
W FL114
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a- NOTES:
X 2G Window 4 19.00 32.0 32.0
W 37.8 -41.0
W 1. PROVIDE -60LATOR BE-n 'EEN THE BOTTOM CHORD OF ALL TRUSSES AND TOP OF CONCRETE WALL AT BEARING�. 2H Window 4 13.00 24.0 24.0 37.8 -41.0
X SfMPSON CONN
2. FASTEN � 'CTORS ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 2J Window 4- 19.00 64.0 ".0 35.2 -38.4
F_ Window 5 19.00 64.0 64.0
D 35.2 -45.5
0
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-50.6 0
Width of End Zone(a)In feet 3.4 Uj _j
z FLOOR FRAMING CONNECTOR SCHEDULE LL
0
3f
0
SIMPSON FASTENERS FLORIDA PRODUCT DESIGN <
0 REMARKS
W K14Z LLI
a- CONNECTOR T§ JOIST/TRUSS TO WALL APPROVAL NUMBER LIMITATIONS
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It -
X LUS24 2-10d 4-10d USE WHERE NOTED IN DRAWINGS FL1 0655.109
0 v - -
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V) I v
LUS26 4-10d 4-10d USE WHERE NOTED IN DRAWINGS
FL1 0655.111 _J
z v
< LUS26-2 4-16d 4-16d USE WHERE NOTED IN DRAWINGS FL1 0655.112 ICF ILINTEL
LUS28 4-10d 6-10d USE WHERE NOTED IN DRAWINGS
FL1 0655.113
HEAD
LUS28-2 4-16d 6-16d USE WHERE NOTED IN DRAWINGS SILL
FL1 0655.114
------- ----- - ---- L _J_
_j LUS210 4-10d 8-10d USE WHERE NOTED IN DRAWINGS FL1 0655.106 t I
A 4.---
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< LUS210-22 6-16d 8-16d USE WHERE NOTED IN DRAWINGS -T--f---- ---
z .1 -
FL1 0655.107 d
0 v
I J- JAMB REINF
tz HUS26 & HuSC26 6-16d 14-16d USE WHERE NOTED IN DRAWINGS 4 B---'YON D 1/2"0 SIMPSON TITEN HD TYP. HORIZ. WALL
z I FL1 0655.94 .14 409 TYP. A - 1 - . 1 COUNTERSINK HEAD REINF. ABOVE
W 8-16d 11 r
W HUS28 & Hu§C28 22-16d USE WHERE NOTED IN DRAWINGS
FL1 0655.96 4"' TYP. -T,"P. VERT. WALL TYP. HORIZ.- WALL
z ICF WALL REINF.
_-INF. BEYOND
RE REINF. BEL40W
ICF WALL
HUS210 & HUSC210 10-16d 30-16d USE WHERE NOTED IN DRAWINGS TYP.
V) FL1 0655.91 .3
W N
X
D HUS410 8-16d 8-16d USE WHERE NOTED IN DRAWINGS J%
FL1 0531.64
OPEN ,--2x P.T. WOOD
HUS412 10-16d 10-16d USE WHERE NOTED IN DRAWINGS FL1 0531.65
BUCK TYP. #5 HORIZ.
HU416 12-10d 26-16d USE WHERE NOTE� IN DRAWINGS
FL1 0655.47
0
THAC422 6-16d 22-16d USE WHERE NOTED IN DRAWINGS FL1 0447.23 .21 ----- -------- ---I---------------- ----------
'd --- -- - - ------ -------------
W 41 A ANCHORS 0 24"o.c. MAX. -1 q-V ---- --- -----��l-------- ----- DANIEL J. H
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BA3.56/11.88 I I -I
0 MINIMUM (2) ANCHORS
--------- - ------------------ ---------- STR NGI E
HU26 & HUC26 2-10d x 1 1/2" 4- /4" x 23/4" TITEN USE WHERE NOTE PER SIDE FOR SIDES
D IN DRAWINGS
FL1 0655.31 EQUAL TO OR LESS THAN
z HU28 & HUC2_8 4- Od x 1 1/2" 6-1/4" x 23/4" TITEN USE WHERE NOTED IN DRAWINGS FL1 0655.33
W HU210 & HUG-210 4- Od x 1 1/2" 8- /4" x 2")/4" TITEN USE WHERE NOTED IN DRAWINGS
FL1 0655.19
W 18-10d
in GS FL1 0866.13
4 L Reg.No.54573
3 f-
UL d4 - I 'd
M13HA3.56/9.2 2--'/4"0 X 8" ATR USE WHERE NOTED IN DRAWIN
2--/4"0 x 8" ATR
0 MBHA3.56/11,,25 18-10d USE WHERE NOTED IN DRAWINGS ILl 0866.12 RIPPED P.T.2xl 2 BUCK 0 SIMPSON TIT-N HD V_ #5 VERT.
1 -L -L. - - - - : 4. 2 RIPPED P.T.] op
z MBHA3.56/li..88 8-10d 2-3/4"o x 8" ATR USE WHERE NOTED IN DRAWINGS FL1 0866.12 4 0 COUNTERSINK HEAD 2 6"
W 1 11 2'-0" TYP. 2x12 BUCK 710,
F
FL
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5
FL104
FLJ 1 A
1 1%
Ll
FO 6
PROJECT N
MBHA3.56/14 2-3/4 0 x 8" ATR 0.
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10SO51
U) 2 0 X 8" ATR
z MBHA3.56/1�6 18-1 Od -"/4 USE WH RE NOTED IN DRAWINGS WOOD BUCK FASTEMING DETAIL ISSUE DATE:
FL1 0866.12 HEA,D)SILL 0&'31110
W 8-10d 2-3/4"o x 8" ATR 3 JAMB
X MBHA3.56/148 USE WHERE NOTED IN DRAWINGS SCALE: REVISIONS:
FL1 0866.12 /4" 1'-0.
NOTE: DEPTH OF LINTEL ABOVE OPENING MUST BE 12" MINIMUM.
U) NOTES:
z 1. FASTEN SIMIPSON CONNE�,'TORS ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.
DRAWN BY.
GGS
CHECKED BY-
DJC
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