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OFFICE USE ONLY:
DATE FILED: S [ PERMIT#
REVISION FEE: RECEIPT#
PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
s 2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772).462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITEL�,
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS: 40 ff e'/I(in 0 011
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3. CONTRACTOR INFORMATION: � • r t�
STATE of FL REG./CERT.#: i J �� ST.LUCIE U
BUSINESS NAME: r✓Yl�
QUALIFIERS NAME: Mirk, bi o
ADDRESS. '-3111 (A-V 0 yl Y 1 Fe- c-
CITY: STATE: r I, ZIP: _Gl
PHONE(DAYTIME): 172- '7'51'e'7` 7- I,`3 FAX:
4. OWNER/BUILDERIN�q/FORMAAATION:: /yd/�
NAME: d UI ry IIO o
ADDRESS:
CITY: Y - L ll �f STATE: ��( . ZIP: 'Z
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: ( r� )�0
ADDRESS:
CITY: 1/?j STATE: / ZIP:
PHONE(DAYTIME): `7 / FAX:
Revised 07/22/2014 _
�:vV I S 1 0� M.", ON
YA BOUNDARY SURVEY
e
ST I3LV y
1 •,�•�t,� �Di m E pa
RECEVED my ;nsrALDEA STREET goo aP a� RINCD
\{. Ivlarthar «: yOR
PORT Sr LUCIE, fZORIDA 34952 \a o s A eANY
MAR 1 `} 2017 \ 778 -._ ioo I
\ OU1 AN*R00 NCAMINDOELRI M
ERMIT 1NG
� L cte county,FL p g _-. HIDDEN
RIVER ES 2 . NO
_ T---- p ' ,'• ,�, 1 ALCALA LA p i
1'i I m I Q �0. Y LOS LAGOS RD
'�\� v 3 ARBOLES LA
',-}1•• 40Rn IA
9IG�`;;, 5CCASTILLA LA
.�, -- APUEG D°�CALLE.Xi':• G
r,l^ -f - -S' �`P_�G2 O 7 7.r'&11KAL
LOCAAON YAP.- NOT TO SCALE p N
,d� �'��1 LOT 13 I I Ih1q%� LEGAL DESCRIPTION.•
�' yQP LOT 12, BLOCK 30,RIVER PARK SUBDINS/ON UNIT 3,ACCORDING TO 1H£ �+
PLAT RECORDED IN PLAT BOOK 10, PAGE(SJ 80, AS RECORDED IN THE o Cq
PUBLIC RECORDS OF Sr LUCIE COUNTY, FL"OX o V
ja a O b00 o THESE D).PLANS AND ALL PROPOSED WORK H C4
x+ %1•`'• 11k 4i O~ ANG SUBJECT TO ANY CORRECTIONS CERAR C A7JONS•
F 1.MARTA E.BENDA
REQUIRED BY FIELD JNSPECTORS THAT 2..EAST COAST MORTGAGE LENDERS,INC.,NS SUCCESSORS AND/OR q
�4a' •G`�,,.• ,.• � '• nQ MAN'BE NECESSARY IN ORDER TO •ASSIGNS, AS wan INTEREsr MA Y APPEAR Z .
•" 0,8 ••••. Cca 9ti F. ��� G - OD A LA IWYERS R7LE INSURANCE PON
,e• 5\�g�o ; t OMPI.Y WITH ALL APPLICABLE C DES. o O
... �.
pR �g fps' F SURVEYORS NOTES•
COo � Rio" 1.NO ATTEMPT WAS MADE BY 7HlSII FIRM 70 LOCATE UNDERGROUND URURES r f;
y1 pt\y ] g� t ON/OR ADJACENT TO THIS S/7E 7HE APPROXIMATE LOCAAON OF ALL
OF ?a qy P�\ q`�' o�• UAL/AES 5HOWN HEREON{SERE TAKEN FROM ASBUXT DRAWNGS AND/OR W
\G�'( 1M1 F a`Pgy ON-SHE LOCA NON AND SHOULD BE VERIFIED BEFORE CONSTRUCRON. Q
Q• A _ 2.NO ATTEMPT WAS MADE BY THIS FIRM 70 LOCATE UNDERGROUND
LOT 12 LOT 6 FOORNCs'OF BUILDINGS OR FENCES ON OR ADJACENT 70 THIS SITE: �BLOCK 30 J.LANDS SHOWN HEREON WERE NOT A857RACTED FOR EASEMENTS AND/OR N
ANY
OF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF
O �•j, 5� .+y .. 4
O D k F' 4. S17E AREA: 8,250 sOUARE FEET OR a 19 ACRES MORE OR LES o co
S.
�A s� •� Li fZ00D NOTE- BY GRAPHIC PLOTTING ONLY, THIS PROPERTY FALLS IN
�l 11 "A - FLOOD ZONE X'ACCORDING TO 7HE FLOOD INSURANCE RATE MAP, pa. c•A
,0\ �jO �� V d ',� COMMUNITY PANEL NO. 120287-o280-F, DATED: AUGUST 19, 199E p`
•00� �i�. ,}��� `� �w. ,00 6.LEGAL DESCRlP77GN FURNISHED BY CLIENT.
( I LOT 11 WN I n�'7r' L `► 7.ALL ANGLES AND DISTANCES SHO ARE P[A T AND MEASURED UNLESS
�.._✓,3r.,E+A{�!j W� '_1� ��VQ�7►9� �(�oo `..077iERMSE NO7FD.
LCT 7 .
I; �o
C Li 51UE5 --�� u1RC0 _ 000 SURVEYOR'S'CERAR7CA710N,• i
Pi[7ili I ST.LUCIE COUNTY /HEREBY CERTIFY THAT THIS PLAT OF SURVEY WAS PREPARED DER MY V
� - _. I �kj jv,%1 %1 RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL ST pARDS AS srr
C qea G 1 BUILDING DIVISION FORTH BY THE fZORIDA BOARD OF PROFESSIONAL LAND SUR YC1RS AND I
B-10, 1F" REVIEWED MAPPERS IN CNAP7ER 61C17-6, fZORIDA STA7U7ES,AND A'�IT IS 7RUE AND
FO M CE CORRECT 70 THE BEST OF MY KNO{KEDCE AND BELIEF. T'VAUO WITH THE DwwN aAW.
TECH REVIEWED SIGMA TORE AND 7HE ORIGINAL RAISED SEAL OF A fZ0 A LICENSED IfRVEYOR
[�(/G CHECKED C.D.M.
DATE INSURANCE.
ER. SURVEY DEPlC7E0/S Norco BY/R/fE/SS/ION/AL LIABILITY
PLANS AN PERT I INSURANCE. L/ arF(R/[n1 12/TI/aoo7 {
MUST BE KEPT ON JOB OR SC4L 1• 20
LEGEND. oa NUNBD7 67464
LB-LICENSED BUSINESS _110 INSPECTION WILL BE MADE sNEar
A/C-AIR COND17IONER LOT B
PLS-PROFESSIONAL LAND SURVEYOR PROFESSIONAL SURVEYOR Cr MAPPER CRAIG D. STAXWATSONq a q
LJ / N0. 5647 STATE OF FZORI04 1 /
1
File Copy
GENERAL NOTES' CONCRETE NOTES EXISTING CONCRETE SLAB J
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pEsiGN'PARAMETERS FOR WIND LOAD COMPLIANCE ° " sm,usA,Pe�PaeeLrNemm"1�'s"'m"roueroAa"""'� � u 3 a ul Z
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BY °R�,:o .;.ae .N >m. o-.EEwMa4euu .a EXISTING CONCRETE
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n�,mP �`NHBB0 ic`e°�NBED-%AAB111 A 1111—A-1WNLm uew.iw'Da.smuuucAwn®HP, Z
mm1 ;.u.D�6nD MVeao.wrl.,w°°.e.a.A°.M.°e16n�mNo
Aeo�o,�:6'Psr "`aoci,"cnT°°°T�o mis.m ea'm`w°`nn�u`:o nw:se s,.ena",swBEML.,,:.,E n1r. 3
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I.EASTENE0.55MAlL NAVEAHEAD AND/OR BE PROVIDED W/1/1'DIA,WASHER UNLESS NOTED. '4',�� 1 • I' �CTw0.;�
2.0.LL FASTENERS TO BE 20l1-TAALLOY,NON MAGNETIC STAINLESS STEEL,OR CADMIUM PLATED OR
OTHE0.W15ECOR0.0SIONRE lI ANIMATER "DSHALLC PLYWnH$.I.ICSPECIRCAITIONSFOR I r'f u 1••
ALUMINUM STRUCfURES-SECTION I:THE ALUMINUM ASSOC.,INC O A—CABLE FEDERAL STATE S Y .'S'"!-I'^ s
LOCAL CODES. . �. '' " ARE THE RES PONS IBILIIY OF THE rn
D.ALL MEMBERS SMALL BE AND HAVE BEEN DESIGNED USING ALUMINUM ALLOY 6B61-T6 UNLESS NOTED
orHEawlsF• •+ I i. n� , t 04NTRACTAR OF RECORD 7 f0
9.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FRDM DISSIMILAR METALS TO LA I Ih
PREVENT FIECUtOLY515. { '
5.ALL EXPOSED SCREW HODS TO BE GUIRED i T O L -O IO J
E.
ROOF SLOPE TO BE 1/<'PER FOOT MIN. - SA4r I LL
>.ALL ELECTRICAL GROUND AND RELATED WIRING,WHEN REQUIRED,TO BE DESIGNED B INSTALLED BY - H ��� /T5 C 0
OTHERS. 4 !` 1 �y: C
s��7 ty: � w
1SX14 MESH SCREEN W-61/2• EO O1 f0
EXISTING HOUSE m ivfu41
1X2 EXISTING OVERHANG
2X4 , 2X2DJ Q
N f 2X2DJ'
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2X4 :OS1+E� J
-V I'SULATED ROOF PANELS - �� QP•'\\
0.024 SKIN THICKNESS /��'(j�( �\
5'-6• '. 1LB.DENSITY FOAM PSF , 'i� 5'-6. V I�1{ ,1 v 9
1x2 _� 1x2 � DALL PROPOSFD
WOnF
4 ARE S BJECT TO ANY CORRECTIONS �s
REQUIF ED DY FIELD INSPECTORS THAT
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GOh�PL,I'dFlH .I.L'1'i17FI,ICAI`c GODES,: 3-
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a A ? 7'-21n° o 1/rv1F15 cCi POR '1,1'1.l y;iCE ° o^
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2X2 2X2 2X2
1'-a• I-LAMS AND PERMIT HIUST HE KEPT LIN JO• o
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File Copy
ATTACH EXTRUDED GUTTER WITH RECEIVING CHANNEL TO ENDS OF ROOF PANELS J
WITH#8X9/16"SDS;3"FROM ENDS AND 6"C.C.(8)PER PANEL m Z O(D
ATTACH PANEL TO CARRIER BEAM WITH#14X5"SDS WITH 1" PANEL TO RECEIVING CHANNEL DETAIL Y 3 Z W w
'NEOPREME WASHER 3"FROM ENDS AND 6"C.C.'(8)PER PANEL = z W ¢Lavy z
3"RECEIVING CHANNEL u a v
ATTACH PANEL TO SIDE EXTRUSION ATTACH RECEIVING CHANNEL TO HOST WITH 1/4"X 3"
WITH#14X4"SDS WITH 1"NEOPREME WASHER LAGS STAGGERED AT 18"C.C.;USE 114"X 2 114" ^1
3"FROM ENDS AND 6"C:C. m 8 0 . , V TAPCON AT 18"C.C. WHEN ANCHORING INTO MASONRY Z N r
3"COMPOSITE ROOF PANEL
0.024 SKIN THICKNESS C)
1LB.-DENSITY FOAM PSF
m N
2X2 EXTRUSION Lf')
0 - ATTACH PANEL TO BOTTOM OF RECEIVING °
ATTACH GUTTER CHANNEL WITH#12X3/4 SDS 3"FROM a-1
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OF PANELS WITH OF POST TO O 4) u"
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RECEIVE 2X2
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CARRIER BEAM: 2XSX1/8"ANGLE WITH rn 7
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MATE 2X4 TO - 6'FROM ENDSAND
1X2 OPEN BACK WITH INTO POST;(3)#14X2 WITH(2)#14X1 SOS 24•CC C)O U)
#14X2.6"FROM ENDS SDS INTO CARRIER BEAM INTO POST;(2)#14X1 Q U)
ON INSIDE POSTS INTO BOTTOM OF 2=1/6"ANGLE WITH
AND 18"C.C. 2x2 TOP PLATE (2)#14X1 INTO POST; 2X5 POST REQUIRES
2X2XI18"ANGLE (1)3/8"DIA.X 3" IX<ppST IX3XI/8'ANGLE WITHTAPCON INTO (2)014XI
WITH(2)#14X1 SDS FOOTER/51AB 11 X3'TON INTO(I)
o INTO POST'(I)#14X2 FOOreR
ALT.CONNECTION
INTO BOTTOM OF 1X1 ANGLE ATTACHED 0.d..
CARRIER BEAM WHH(2)#12X3/4 SOS `N�=" -r �. O: •^�C
INTO CHAIR RAIL;
(1)#14X2"6"FROM END (2)#12X3/4 INTO POST - -'
I-BOTTOM TRACK 7y
AND 18"C.C.INTO CORNER POST TYRATTACHED WITH 1/4"X 3" §IpE..VfEYV ZA)z
TAPCONS AT 1B"C.C. LOL�LJ C;'
KICKPLATEATTACHED 2X CHARIRRAfl
WITH#BX9/16"SOS mw
IX2X1/8"ANGLE WITH ,L�n
1.5-X2"RECEIVING
CHANNEL ATTACHED (2)#14X1 INTO POST; �+I •� T�
TO POST WITH 4SX9116 \ INTO CONCRETE ON
NR1 CONCRETE
SOS;ATTACH CHAIR RAIL TO W
Op
CHANNEL WITH(2)OSX9116 SOS 4m w
ON TOP/(2)0SX9116 SOS ON 4• Ooj
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BOTTOM ZX2X1/B"ANGLE WITH zX2Xl/B'ANGLE
IXz ANGLE WITH(2J (2)XI16-INTO POST- (2)#14XI INTO PDST• DZ
21I ANGLE WITH(2)POST, (2)014 X I I TAPCON (t)3/8'X 4'TAPCON {I A 'p "'FJ y
(1)J/4'X 3•TAPCON IN TO INTO CONCRETE INTO CONCRETE TN�
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(1)3/8"X 4'TAPCDN AERIAL VIEW CC) z~
INTO CONCRETE
O MIN.4"RbNCRETE SLAG WIIOT BX'8 FOOTING Q O 0 £
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