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". - I . . I. . � I . . 4. :. `:: _ . 2. ERECTION' DRAWINGS�.SHALL .SHOW ALL LATERAL AND DIAGONAL .11.
. . :. . . .
. . .
. .. . . I . . I . ; .. - I .. . - 1 1/2- INSUL. . . I ..
I I . I I - -
..
. . I 4 : ;: . =' . "4- I . ,.BRACING AS. REQUIRED,IN THE TRUSS SYSTEM. . - I
- -
. . N, ::., . . . I . . . . Zli� '.. ..- . BTWN, FURRING . . . ..
. . I . 3. TRUSS To TRUSS CONNECTIONS SHALL BE DESIGNED BY THE . .1
I . - , . .. I . .,
I . I .�, . .. I -_:�= . I I I . I - .
I . . . N . I -w-= - TRUSS ENGINEER. "
. - " :::: v . _!+t_�i=_ . . o
. . . , � - I . . . .
. . ;: - . I - . . , .
. : .: . . �_ , . ' . , I
. :.. 'D . ,k) G. PLYWOOD ROOF AND WALL SHEATHING: OSB BOARD OR APA C-D .
... .. . ...� V'r, C-D PLYWOOD FLOOR CLUE ; . . . -
.. .
. . .1 . . I � .... AIL W/ *10d NAILS 6" O.C. 0 i . . .. - i �." I . . ..
-1 I I , t_ & N, . . INT. WITH EXTERIOR GLUE (CDX) MIN. TO CONFORM TO THE . I .I..
.1 . I , :". � // EDGES & 12" O.C. INTERMEDIATE i . � 1. ;0 AMERICAN PLYWOOD ASSOCIATION STANDARD. . .1
. . . I L6- . .
'
. . .. SIMPSON CS16 .. r i 1. - . . . . . .
. :,� 7. 1 ; , I. .. . . - . . I..
. 1�� . . COIL STRAPPING ______----�� -.1" I . . #5 VERT 0 FILLED 7
. . � . f_" .
- .
..; - . . � . STUD-T0-2X1 2 1 � t i WATER PROOF .' �1. j. CELLS W/ STANDARD H. CONCRETE MASONRY UNITS: CONFORM TO ASTM C-90. MORTAR . ."� 1.
. i . . . __-.1-4- - . . . I
. � . � , �, ,_,L:� , 0 .I . . _.. SHALL BE TYPE M OR S. .
- .1 ". . . .. . ... I I ' '. . . 1 . . ': , " HOOK INTO BOND BEAM - . . ' . I .: I
.. 1 . .1 I . . , 1 SYNTHETIC STUCC . .
. . . :
. . . . -; . . � SYSTEM---, �:: '. 10 . . . - �,
. .. .: . �:-::,- � :, : '' ..i -:1; .,... . . . ; . , . . .
.. .. _:.. . . .: . , .. 14 . . .-. . 1. WOOD FRAMING ANCHORS AND HURRICANE TIE:CLIPS SHALL BE . .
. I . :I I 1, , . �, , ,:, : . _ . . I . . . .
. . . . . � '---, i3ATr, ,INSUL. > . . . . - . . . . I .
. . . =1 - . . .
. . . W) . . I I . SIMPSON "STRONG-Tito., OR EQUAL. - - '.
. . . . CONT. BLOCKING . i . . . - =� . . . ... . . . ...
:., I - 7 � - - . m. ; z ... F - . . .1 . I . . .
, I PER TRUSS . . . 00; . 1. . _ .
, ::*' * . 3. SOIL BEARING, STRUCTURE IS DESIGNED FOR A .UNIFORM SOIL BEARING I
/ I _. 7 'k - , - _.
.. . . . . ' : ' ::
. . . . . . . I . ELLS W/ . ,_ .� �,-_ . I , I . . .
. . . ENGINEER rr : FILL C . . :: "I 1.� = . . . . ;
. I I CONC. WHERE SHOWN - , I . . OF 2500 PSF. RECOMMEND,OWNER HAVE SO,IL ON SITE INVESTIGATED I _. ,...I
I I . 2X12 BAND . . '\ " . -_....- . .. 1� LiL;; . BY A ENGINEERING SOIL CONSULTANT TO VERIFY BEARING CAPACITY. ...,
'.... I . . __ ______.........1-11---.1. - _. . : '.. - I .
- . � -_ . - 9 K ENGINEERING ASSUMES NO RESPONSIBIUT,Y FOR FOUNDATION .
I . I , �' . -;. 1. - I .
I . , . - . FAILURE DUE TO -ACTUAL SOIL BEARING OF LESS THAN 2500. PSF AT I .
,
. .
.
. .
. . I SP2 FLAT ______ \ '\ SOLID BLOCKING ; - .- . - FOUNDATION ELEVATION. - .. �
I . I . . SEE FRAMING DETAIL . I . U_d . . .. I . . . -.
- , . , -
. I MIN 1/2' DIA. "A� BOLT . i . EA. SIDE-OPENINGS. . . .. I - I * . I . I.;
, - i . .
.. I I . I I A. i�,= #5 FOOTING QOWL . 4. PILE DESIGN CAPACITY: STRUCTURE IS DESIGNED FOR A 20 TON PILE . I I ..
. . a i 8- O.C. & W/IN 6- (2) LAYERS TYPE X . . . . - " oa it W/ STANDARD HOOK.
I . . OF CORNERS, EA. SIDE -H GYP. IBD. . . . I = '� I- I . . VERTICAL LOAD CAPACITY. RECOMMEND OWNER HAVE SOIL ON -SITE . ; I
I_.- . . . SPLICES. - .0 .6 I I . . I . � u ,�_4 0- INVESTIGATED BY A ENGINEERING SOIL CONSULTANT TO VERIFY PILE - I ....
.1 8r BLOCK WALL ___� =f " - :5 LOAD CAPACITY AND LENGTH. S K ENGINEERING ASSUMES NO RESPONSIBILITY . I
. .. , (2) P.T. 2X8 I . �� . ..
1 6* BOND BEAM W/ =-r-,N 11 -�.= . .. - W/ . FOR FOUNDATION OR PILE FAILURE DUE TO ACTUAL PILE I . .
(2) # 5-S - TURN OUTSIDE PLATE - �. 1,- / 41 CONC. SLAB .
11 Z: I In 6X6 10/10 W.W.M. CAPACITY OF LESS THAN 20 TONS. . z I
, .A
.. . .
I . . . N I
. I . BAR AROUND CORNERS . ON VISQUEEN . . I
. ... - ! .. .
. . 25"' MIN 4.d- GYP-BD ON P.T. 2X FURRING 1 �4 . T.I �*j Iq . 5. ALL STRUCTURAL WORK AFFECTED BY MECHANICAL, ELECTRICAL AND I I
,. z 10 . .. .. I . PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT BEFORE . k
. I . ______ , . - : #5 CONT. , . , PROCEEDING WITH STRUCTURAL WORK. i .11
#5 VERT (#7 0 PILASTERS) -1 r- X,. z �� .1 . I ., .� - � I . . � .
. #5 (#7 0 WEST WALL) I �;,. ...:.,;� .,,, I .
0 FILLED CELLS W/ . . 001 .-�.I� 7 2* .
- � . .
. . STANDARD. HOOK d' . AWAY FROM . f- �T71:" . . . , .7 6. PLYWOOD ROOF SHEATHING SHALL BE NAILED AS FOLLOWS: IFN�x r7vt(Aft; �
STANOARD HOOK , I .1 : : ; I . , ., I ",
I INTO BOND BEAM . FOUNDATION .� -I(r ., 8d NAILS 0 1�* D.C. AT ALL PANEL EDGES. EIVE0 ..
u') , I I
% r� � ,. ,. ,:t_... .4... � 8d NAILS 0 9" O.C. MAX At INTERMEDIATE SUPPORTS. I I
. .1 I . . --- -CLEAN, COMP., t .
. I .. . I I
.
.1 Er BLOCK WALL 7 . a I � . J.1 , , I \ CHEMICAL TREATED MAR 2 6 1997 11
. I , nh I .
#4 0 1 6- 0.C. . 10 :.
. ,I . . . - : . I , I .
.. ____1 I 0 . 11L ff'. ., "-? . ! :,e�'� FILL DIRT 7. PLYWOOD SHEAR WALLS CONSTRUCTED WITH 1/2* PLYWOOD OR OSB I
. . .
SYNTHETIC STUCCO . I . #4 0 12" O.C. � -"., .. BOARD SHALL BE NAILED AS FOLLOWS: . ,�
. 164 I t � % I TOP OF � � . 0 . ,: . , I - \ 6 MIL VISQUEEN 8d NAILS 6 Ir O.C. AT ALL PANEL EDGES. BUREAU OF BEACHES
- 11_� _m in b ,,�' CURB . - _�'__ I 8d NAILS 0 It O.C. MAX. AT INTERMEDIATE PANEL SUPPORTS. & COASTAL SYSTEMS
. - N te) / . � . I'- MONOLITHIC FOOTING .
IN . I / . 1_____� i 6" - .
1 - . EL 16' NGVD' ' � m, W/ (3) # 51S CONTI 8. CONCRETE MASONRY UNITS: ; .
- -
. . . I - �. n I v 'i . ______. -a__-,._ _.�'.;,i-I TURN OUSIDE BAR 2,T A.. ALL C.M.U. SHALL HAVE #5 BAR VERTICAL WITH CELL FILLED . ..
___� _ .Y_ . . . _- - .
AWAY FROM . . . 0 � A a , 9� I - A . 'n WITH CONCRETE AS SHOWN ON THE PLANS. - .
I \ . 4 - , � .. __.. . . .
. FOUNDATION . . 4 - ,-- _ -7-T
'
"
. 14 ----------..- _" CLEAN. COMP.. . B. ALL C.M.U. SHALL HAVE HORIZ. JOINT REINFORCING 0 16r O.C. VERTICAL ..
. �* InL . A .. #5,S Top I CHEMICAL TREATED f
.-i .I-%, I --,,�, (3) FILL DIRT
I
-
I F . , �� ART STUDIO S E T I 0 N . ''
- 7 6 . , &. BOTTOM
I . - STD. HOOK I - -7 �_� #3 TIES 0 24- O.C. rF __ ____ __ . 1/,\1 . - . .
1. i ow 0 5 11 1/2- 1 scale : 3 / 4 " = 1 ' - 0 * - .11
. 14o 0 ,V, "__e� I '_"� �,_3)
. . .EL. 15.5' NGVD � 1 6 MIL VISQUEEN . . S K ENGINEERING . I .
.
,. �, 24� .. 9 BEACHCOMBER WAY . I
. I
\., -.-, ---t- i I I . .
I
. , _ ,
. ....... .__.. - . -ST. AUGUSTINE, FL 32095 1 (
..,-.-. ------.
.. ; . I ;--_I,____ 147 ,DIA AUGER PiLE 1 (904) 025-0036 . ,�,A v . .I I
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_.. (�E� W A L L S E C T I 0 N . COASTAL CONSTRUCTION CODE CERTIFICATION ... .1
THESE DESIGN PLANS AND SPECIFICAT1ONS ARE IN COMPLIANCE WITH THE I
I . 3 0 a I e : 3 / 4 " = 1 ' - 0 * STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. SC" 1 Z4� - 1'-Cr ORAW" 8Y J I M I A M REVISM ..
. I ��v THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE . .. . .
1. I WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL DATE mrtvwm I
I ENGINEERING 7-88 SJULY 1990) "MINIMUM 'DESIGN LOADS FOR BUILDINGS.AND . .I
.
. . OT . ;
. THE 0MPONENTS AND CLADDING HAVE BEEN SELECTED AND 'THEIR -USE' I....,
. .
.
,
I
.
- ____-
, I INCORPORATED INTO THE DESIGN AND SPECIFICATIONS TO WITHSTAND THE WIND ..
5� - - ,
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I .. . STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 1990) oft"40 Numm OF 8 .
;1,-1 I I I . "MINIMUM DESIGN LOADS FOR BUILDINGS AND 01-HER sTRUCTURE5'. A T L A N T I C 13 E A C H , F L 0 R I D A THREE " I
.
. . . . . . i
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I
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.
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.
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7.
%
APPROVED PLAN AS PERMIT
TED
By BUREAU OF BEACHES
AND COASTAL SYSTEMS
FLORIDA DEPT.OF
ENV R
24' 1 ONMENTAL PROTECTION
AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED
ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE
I-le PERMIT,CONSTRUCTION AND ACTIVITIES ARE STRICTLY
LIMITED TO THO
SE BOTH
ON THE APPROVED PLANS
4030 HS SHEA R WALL 4030 H9 AND LIS E PROJE
DESCRIPTION THIS PERMIT
ISI R NT TO C 16 F. AND OTHER PER
�i A MITS
KILN 2'8
3: BASE CAB EVIEWE 71
HB TE
ROOM PERMIT NO.
STUDIO ROOF SINK
BELOW
WORK ROOM
0
cq
FLOOR
DRAIN
PR A R T
2o6
S T U D 1 0
SHELVES
V)
— — — — — — — — — — — — — —
2 -ir S H EAR WALL
BREEZEWAY
4'-10* 16'-7" 2'
PR 3050 SHEAR WALL PR3050 3. SHEAR WALL
HEAR WALL 030 SHEAR WALL
a
H.B.
(2) 2X4 (2) .2X4 + .
MULL MULL 31
al O.H.
4*
j,
SINK/ D.W.
SUPERIOR BUILDER >
MODEL 728 DISP�
co w
d o U)
DINING KITCHEN 0 v
P.T. 10 CL
3%
WOOD qo X
ENTRY LIVING -.3-------------c'. in
DECK 4!* CURB cn
REFER
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ICE
--1 F -1
A/C & W.H.
IN ATTIC WASH DRY
L -JL -J ;t
41 T H R E E C A R G A R A -G E
69
2'6
IC
-J 2-6
TYPICAL FILLED CELL w
2o4 WHERE SHOWN (MIN. 0-
en 4' O,C) V)
0 '6
BEDROOM 2 13EDROOM 1
BAT
b
41 co
8 SEE W6ARGE D00A EUYA710N
16' O.H. 9' 0.H.
H.B.
6' S.G.D. 6' S.G.D.
F55
FIXED SHEJR WALL SHEAR
WZR PILASTER - FILL
CELLS W1 CONC. CELLS W/ CONC. v
L OVAL WALL PILASTER - FILL RECEl " 'Uh
BALCONY CONY L u
BAL ;t BALCONY & #7 VERT. W/
#7 VERT. W/
ABOVE STANDARD HOOK
STANDARD HOOK INTO BOND BEAM MAR 2 6 1997
INTO BOND BEAM AND FOOTING fiHEA6 OF SEACHES
AND FOOTING,
GOASTAI. 3YST MS
2'-6" 12'-er 2' 2'
.3 l'-6"
SQUARE FOOTAGE'S: S K ENGINEERING
S E C 0 N D F L 0 0 R
F . 1 R S T F L 0 0 R 9 BEACHCOMBER WAY
APARTMENT 752 ST AUGUSTINE, FL- 32095
-003t
1904) f32!5
U
STUDIO 304
TOTAL LIVING —1056) 491
GARAGE 767 ,/
�ODE CERTIFICATION
STAIR 93� COASTAL CONSTRUCTION C F L 0 0 R P L A N S
THESE DESIGN PLANS AND SPECIFICATIONS kRE IN 'COWkMCE WITH THE
WEST BALCONIES 60)/ STANDARDS ESTABLISHED IN SECTION 628-'3,�.007. rLORIDA ADJA!NtS�TRATIVE CODE. scou. 1/4� 1. DRMM oy i I M G I L L I A m
ReVISM
THE. MAIN WIND-FOkE RES4SVNG -TSYSTEM HAS BEEN, DESJGNED, IN ACCORDANCE
BREEZEWAY 33 WITH. SECTION 6, AMERICAN NAM STANDARDS i AMERICAN SQCIElY'OF CIVIL cAm. 3/23/97 mw wium 904 249 0072 ReAsm
ENGINEERING 7-88 SJULY 19'90) ttNIWU4 0E%N LOADS FOR BUILDWGIS AND
TOTAL UNHEATED 953 OTHER STRUCTURES.'
THE COMPONENTS AND CLADDtNG HAVE SE5.% SELECTED AND. THEIR USE P E L K E Y B U I L D E R S I N C
GRAND TOTAL 2009
INCORPORATED INTO THE DESIGN AND SPEClfK:ATK)hS TO WITHSTAND THE WIND
rK nlL N' HB
3",
M)U2X4
LL
w-j
0
HH,
+
STANDARDS AMERICAN SOCIETY Of' CML ENGtNEEM"0 7-88'(Jl�v 1990) OF a
"MINIMUM DESIGN LOADS FOR RVILDIKS AND OTHER 'STRMTURET A T L A N T IC 9 E A C H , F L 0 R I D A
FOUR
%
-77 7-�
.17' .7
oa
Ss :H5 F'.
121 TRU
24' TRUSS ROOF -TRUSS SYSTEM 'I 2'—if HIP GIRDER
EL130 FLUE MTS12 24' GIRDER TRUSS PRESTRESSED, LINTEL-w/
W MTS12 PER TRUSS ENGINEER (2) H5
TYPi TIE BEAM OVER
VER
S PERMITTED
(2) H5 By BUREAU 13
(2) 2XI2 HIP RIDGE
(2),2X1 2 HIP RIDWROVED PLANA
3TUPILUn PLAN,
MTS12 09R I
L
PROTECTION
(2) 2X10 ENVIRONm
AUTHORIZED CONSTRUCTION AND ANY OTHER AUTH ORIZE
TIVITIES MUST C D
UMPLY VVI[H ALL CONDI i IvNS OF THE
UNS[RUCTION AND ACTIVITIES An STRICTLY
if. G
ED TO THOSE BOTH SHOWN
u IN APPROVED PLA
ISTED IN pit pRO NS
0 ULU ituf DESC I
.1 Rd�F TRU ISES 0� 2,C O.C. ANT TO CH. 16 S. D THIS PERMIT
7 It% E D. OTHER PERMITS
w
CD
HIP TRUSS W uj
V) R
H5 w TIE
PERMIT NO.
DO CL H-5,
z- 2 6
15 (3
x
LLI
0
N
PRESTRESSfD LINTEL W/ 0
TYP-. TIE BEAM OVER 1�
x
CL C4 (2) H5 TYP. 0 BREEZEWAY E FLOOR TRUSS SYSTEM 0 24� O.C.
PRIEST PER TRUSS ENGINEER
\ROOF
a: RESSED LINTEL W/
TYP. TIE BEAM OVER
TRUSSES
----r-1
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0-
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SEE PLAN
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w
0-
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N
X 2X1 B L 0 K I III, G
I 2X121S L 0 G K I G
cl-A
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EAST & WEST SIDE
>-
CS1 6 BENIT n o 3z" Z
W1 (5) 1 Od HAILS EA, END ZD
TO STUD It J
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w
NORTH & SOUTH SIDES w In
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Z
SP2
Ld u
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EAST & WEST SIDE '----—._PRESTRESSED LINTEL W/ 6 a s
CS16 0 .3r O.C. W/ TYP. TIE BEAM OVER 2X1 2 Y. rA
(10) 10d NAILS EA. END
BLOCKING �t U)
NORTH & SOUTH SIDES P.T. 2X12 CANTILEVER
V
SP2 0 3Z' O.C. 0 2e O.C, - NAIL TO
TRUSS 0 T O.C. (STAGER) L
(2 CS16 (1) EA. SIDE W1 I Od NAILS
W,) (8) 10d NAILS EA. END H5- TYP.
2X12 BLOCKING
APARTMENT FLOOR FRAMING TIGHT FIT
STRAP STUD TO 2X12
BAND EAST a WEST
'MTT22 HOLD DOWN SIDE W
A CS16. 0 3r
(SIMILAR 0 CORNERS) W/ I Od NAIL-.S MAXIMUM HEADER SPAN COASTAL CONSTRUCTION CODE CERTIFICATION
EACH END THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE
PLYWOOD FLOOR
9. 112. -1 15, 18, D NESTABLISHED IN SECTION 62B-31007. FLORIDA. ADMINISTRATIVE.CODE,
NORTH .& SOUTH UHD
RECEWE H EARMAS) WIND—FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE
FLOOR TRUSS OF:CIVIL
SYSTEM W/ (6) 1 OD tWLS
MAR 2 6 1997 ENGINEERING 7-88 SJULY 1990) -MINIMUM DESIGN LOADS .FOR., BUILDINGS�.Ak
MH END ER STRUCTURES.
2 2 2- 2
SIDE 'CS 16 0 3Z NUMBER OF HEADER STUDS H, SECTION 6, AMERICAN NATIONAL STANDARDS AMERICAN SOCIETY.'
BUflEAU OF BEACHIFETHE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR Usti.--
ND
44G
I A "J-;�wnot 5PAC & COASTAL SYSTERRPORATED INTO THE DESIGN AND SPECIFICATIONS TO WrTHSTAND.THE wl
NUMBER OF FULL LENM STUDS DARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 19.90).
nh--SIMPSON CS16 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER-STRI.��URET
2X 12 COILED STRAPP*OG
BAND
STUD-110—SANO 2 2 3 3 3 3
V.4 1 tQ1.
CONNECTION , 2 3 3 3 3
2 2 2 2 2
5/Er ANCHOR SOLT SOLID BLOCKING IF R A M I N G P L A N S & D E T. A .1 L .S
DOUBLE P.t.
W/ 10- X 2 2/f 5/8'. ROUND
2X8 PLATE
HOOK UNION 2 2 3 4 5 5 -
BLOCK WALL Ilftokfx* f jr 3 WAM 1/4� 1 1—Cr DRAM BY j I M G I L L I A M
EAST & WEST '�"S t 2 2 3 4 4
IF R A M I N G D E T A. I L , 1 2 3 3 CATE PvoE musER 904 249 0072 RE.
SP2 FLAT 0 24* 0-C, 2 2 3/23/97
S C A L E 1 2 0
NORTH & SOU'rh 3"
SP2 FLAT * 3r O,C,� P E L K E Y 8 U I L D E R S I N C , , :,
N 0 T E S
OMIT SP2 0 L�XATW)Ns
1.) METAL CONNECTORS BY SIMPSON "STRONG TIE" U.O.N. WITH WMZ V049JUM INALL AND HMER MD REQUIREMENTS DI "am OF, S.,
STpAg&!a
P
AI'2X6
IF
V(0:3-7-\oww-,
A T L A N T I C 9 E A C H F L 0 R I D A
FIVE — .
.77
241-6 1/8-
42.02' NGVD HIGHEST PEAK APPROVED PLAN AS PE
7'-11 1/8" By BUREAU OF BEACHES
AND
COASIAL SYST
FLORIDA
ENVIRONMEN DEPT OF
uj TAL PR
z AOTHORIZED C OTECTION
6 ONSTRUCTION AND ANY OTHER
W 12 ACTIVITIES MU
IT COMPLY WITH ALL C UTHC ?IZED
6 PERMIj CONSTR ON
w It LIMITED To UC,TION AND ACTIVITI DITIONS OF I IE
a. _j THOSE
0 OTH SHOWN ON ES ARE STRICTL'
LISTED IN THE PROJ
w 3 UED PIUJRS ECT DE C IpT E APPROVED P
a. (3
NT To CH. 4NS
TOP PLATE (3 y 16 S. 0 THIS PERM
35.646' NGVD ND OTH
ITS
T
P ITN
EXISTING 2 STORY
BALCONY HOUSE
MATCH WOOD SINDING
OF EXISTING MAIN HOUSE
SECOND FLOOR 12
27.64' NGVD 16
TOP STUDIO PLATE
25.59' NGVD
WATER PROOF
WATER PROOF STUCCO SYSTEM
STUCCO SYSTEM MATCH EXISTING
MATCH EXISTING MAIN HOUSE
MAIN HOUSE
BRTEXE?N= ;o
TOP OF CURB GRADE ART STUDIO 18.3' NGVD 19.5' NGVD
TOP OF CURB 17.2 NGVD 4" CURB 1 17 8' NGVD
16.83' NGVD — — — — — — — — --
--------------
CONCRETE I
EDGE OF ROAD DRIVE \--------- ---- STUDIO FLOOR
(UNDER CONSTRUCTION) ---------------- 16.5' NGVD 17' NGVD 17.34' NGVD
----------_ ------ FINISH
I BOTTOM
GRADE
LOWEST OF FOOTING
BOTTOM OF BOTTOM OF 16' NGVD
GRADE BEAM GRADE BEAM
13.7 NGVD 15.0' NGVD 15.5' NGVD
12.36' NGVD r-q
I I EXCAVATION EAST OF
AUGER CAST I I COASTAL CONSTRUCTION
PILES I I CONTROLL LINE 48 YDS.
I I TYPICAL
PILE PENETRATION
10' NGVD
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9 BEACHCOMBER WAY
ST AUGUSTINE, FL 32095
(904) 825-0036
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I I L I 1 1.1 111 L L-1 I I I I
P.T. WOOD I I IT COASTAL CONSTRUCTION CODE CERTIFICATION
STAIR THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE
STANDARDS ESTABLISHED IN SECTION 62B-33,007, FLORIDA ADMINISTRATIVE CODE.
H THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE
I if WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL
ENGINEERING 7-88 SJULY 1990) "MINIMUM DESIGN LOADS FOR BUILDINGS AND
GARAGE BELOW OTHER STRUCTURES.
111" E C E THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE
INCORPORATED INTO THE DESIGN AND SPECIFICATIONS TO WITHSTAND THE WIND
MAR 2 6 1997 STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 1990)
GRADE BEYOND "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHEP,]UUCT ES".
BUREAU OF KAGHES
& COASTAL SYSTEMS
E L E V A T 1 0. : N S
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9 BEACHCOME3ER WAY
ST. AUGUSTINE, FL 320t�t
(904) 825-0036
9.
GARAGE APARTMENT
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12
61 12 COASTAL CONSTRUCTION CODE CERTIFICATION
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE
STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE.
SqE1 0 F1[11 THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE
P.T. WOOD WITH SECTION 6, AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL
STAIR ENGINEERING 7-88 SJULY 1990) -MINIMUM DESIGN LOADS FOR BUILDINGS AND
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE
INCORPORATED INTO THE DESIGN AND SPECIFICATIONS To WITHSTAND THE WIND
STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 1990)
E E V F MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER rLB
M Cl
MAR 2 6 1997
BbAEAU OF BEACHE-S E L E V A T 1 0 N S
& COASTAL SYSTEMS
SCAM 1/47 1'-(f "ft,,VM "I i I M G I L L I A M
z 2/12/97 PHONE NUMBER 904 249 0072 REIASEM
STUCCO To ART STUDIO DATE.
MATCH MAIN P EL K EY 6 U I L D E R S I N C
HOUSE
E A S T E L E V A T 1 0 N DRAWINO NUM13ER OF. 8
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MAR 2 6 1997
BUREAU OF BEACHES
& COASTAL SYSTEMS aLg)
COASTAL CONSTRUCTION CODE CERTIFICATION E L E C T R C P L A N S
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE
STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE.
c4L4 = 1 DRA" BY RLMSM,
THE MAIN WIND—FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE s 1/4� G I L L I A M
DATL
WITH SECTION 6. AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL :� 2/12/97��qPHONE NUWBER 904 249 0072 REWM.
ENGINEERING 7-813 �JULY 1990) �MINIMUM DESIGN LOADS FOR 13UILDINGS AND
OTHER STRUCTURES.'
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE P E L K E Y B U I L D E IR S I N C
INCORPORATED INTO THE DESIGN AND SPECIFICATIONS TO WITHSTAND THE WIND
STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 1990)
DRAWNG NUMBER OF 8
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". A T L A N T I C B E A C H F L 0 R I D A
EIGHT