Permit ResAdd 787 Cavalla Rd 2013 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
.. .......
...........
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00002073 Date 2/07/13
Property Address . . . . . . 787 CAVALLA RD
Application type description RESIDENTIAL ADDITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 7500
----------------------------------------------------------------------------
Application desc
screen room soffit and facia house
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
ROYS WILLIAM J CHISMARK HOMES & CONSTRUCTION
787 CAVALLA RD 8370 WALDEN RD
ATLANTIC BEACH FL 322333916 JACKSONVILLE FL 32244
(904) 838-5047
--- Structure Information 000 000 ADD CONCRETE/SCREENED ROOM
Construction Type . . . . . TYPE I-A
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . RESIDENTIAL ADDITION
Additional desc . . SLAB/SCREEN RM/SOFFIT FACIA
Permit Fee . . . . 90 . 00 Plan Check Fee 45 . 00
Issue Date . . . . Valuation . . . . 7500
Expiration Date . . 8/06/13
----------------------------------------------------------------------------
Special Notes and Comments
Need NOC
Full right-of-way restoration, including sod, is required.
2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00
ENG REV BLDG MOD OR ROW 25 . 00
STATE DBPR SURCHARGE 2 . 00
UTIL REV MODIF OR ROW 25 . 00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 90 . 00 90 . 00 . 00 . 00
Plan Check Total 45 . 00 45 . 00 . 00 . 00
Other Fee Total 54 . 00 54 . 00 . 00 . 00
Grand Total 189 . 00 189 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
NOTICE OF COMMENCEMENT
(PREPARE IN DUPLICATE)
Permit No. Tax Folio No.
State of County of
To whom it may concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in
accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF
COMMENCEMENT.
Legal description of property being improved:
Address of property being improved: _7 �? 7 r–ov (016i kd . klei,,y1c �6(-out ,
. F1 3ZZ3-3 -T—
General description of improvements: AA iv 7 1,(ILI I COA Cf-61( S c;;s%
IV/// -,e/k r 0 A 61A) C 0 A C-I-C IrC, JL C,jh C�
--�(Pr(
Owner Azz///,�&- Z— A
Address 7�? -7 -3
Owner's interest in site of the improvement
Fee Simple Titleholder(if other than owner)
Name
Address
/ Contractor
I'A
3
Address F3 7 0 Wa
Phone NoYqo �) gJF�-bv ,7 Fax No.
Surety (if any)
Address Amount of bond $
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address
Phone No. Fax No.
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone No. Fax No.
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option).
Name
Address
Phone No. Fax No.
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a
different date is specified):
THIS SPACE FOR RECORDER'S USff-ONLY X ER
Signed: DATE
Before me this
day of -in the
14, �'-S-;�-9
Cou ty of Duval,State of F ride has personafly appeared
LU A4,A h rein by
himself/herself and affirms that all statements and declarations herein
are true and accurate
LORI A.EISCHEN
u''""'
e F n
at I
Doc#2013034749,OR BK 16246 Page 846, Notary Public,State of Florida
D 22
My
Number Pages: I Comm,Expires Dec.22,2014
1
Commission No.EE 31005
Recorded 02/0712013 at 09:53 AM, Commission No.EE 31005
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY Notary Public at Large,State of County of
RECORDING$10.00 My commission expires:
Personally Known or
Produced Identification
City of Atlantic Beach
APPLICATION NIJAIBER
Building Department =6
obewd MMI e BuMM VXw&r,8t)
SW Seminde Road (T by 0,
Affarific Beach.Florida 32233-5"5
PhM(904)247-5= - FaX 04)24T-5645
E-mad: bu11drxj-d8ptC0ooab.us te Mt*M
Ft FDafe rout**
Cityweb-sitec tMV:f/WwW.o0ab.us
APPLICATION REVIEW AND TRACKING FO
Property Ad 7s.:, W nt review
Bui
t_ '12d�44 nirig Zorarq-
Applican . 1,S11 _>
nt
Z
r
,Cni
I Fee Administrator
Project: --27 -aJ-ron ub.fic
,A- B4
Tr Lf�ublic Safety
I Fire Services
Review fee $L,Dept Signature
Ckther Agency Review or Permit Required Review or Receipt
Of Pennit Verified Py
Flodda Dept.of ErMronm&M Protection
Fbdda of TrampXtatim
SL Johns Mver WaW Mar"Mwt MM
Amy CoTs of Engirwers
DMsim of Hotels and Restaurarts
Divisim of Alcoholic Beveracles arid Tobam
M!t Toba-mo
APPLICATION STATuS
Reviewing Department First Review: 19;�Mroved. E]Denled.
(Circle orte.) Comments:
�B:U I L DUI�NG�
PLANNING&ZOMING Reviewed bv:
TREEADMIN. Daft.
SecondReview. oApprovedas revised. El ied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Dow
FIRE SERVICES Third Review: EIAPPrOved as revised. ElDenled.
Comments:
Reviewed by: Date:
RevtW OTIMID
CF,j D
VE;
City Of Atlantic Beach JAN 3 12013
Building Deparknent APMICAT"MjMBER
800 Sernbole Road BY. (ro be ankried&
''''!77
Aff"c&%xh.Fimkb=3xsm
PhM(M)247-50 - FaK(904)247-5M
1 E-MaU.- buNcffn948PWC08b.U3
C8yWob-81ta: t*0:/AVww-Co8b.us Date noxtudad:
APPLICATION REVIEW AND TRACKING FO R/ M
--�4,7,
PrOPedY Mdmss:
nt review
Applicant au
&7
Project The inistreaor
Pub
.11c
Publbk-i-
�2
Review fee $ Dept S�gnature
Odwr A9GncY Review or Permit Required It Or Date
FRIkamd1da Of&Mrorrnsta PaAaMon
Florida DeM of TrMqVrhjfiM
SL Johm MV8r W8ter MWOgement Omb-0
Army Corps of Er4neers
DWISIOn Of Hotels and Resburarts
DiVISM, of Alcoholic 8�es and Tobam
APPL!CATION STATUS
R DOParbnent First Review: kpproved.
(Cirde one.) C*Mfne'nts: 013enfed.
BUILDING
PLANNING&ZOMNG
TREEADMIN. Reviewed
Second Review. OApproved as revised. ElDenled.
Comments:
PU61-1 ETY Revkvied by: DOW
FRRE SERVICES Third Review: OApproved as fmsed oDenjed
Comments:
RevkVmd Dale.--
Reylwd M27110
RECEIVE
JLXJD.d
JAN 3 12013
City of Atlantic Beach
Building Department 0y; APPLICA71ON
.. =�= (To bfe amdqmd b NUMBER
WO Saninde Road yGwBdk&V 10
Affanlic Beach.Fkdda 32233-5445
RM(9"247-50 - Fax(904)247-5M -3
E-MaR.- "Mrxi-deptCocoahus 0 le ; 1,
F29 Date routect
Cityweb-Wtw. t*0:1Avww.00ab.us /43
APPLICATION REVIEW AND TRACKING FORM
ftl)eft Mdfflss:
nt review
By#d
Applicant.
&Z"O19
TteeAckninishator
Project: b1i
U lcwcft
.7
PLdmic�Wely
Fire Services
Review fee Dept Signature
cY Review or Permit Required Review Or
of Enviromer"protgWon Of Pftmk Vodftd
1_FWZnda Dept Of TraWaftlon
rft Johns Iftier WStff Menagernerd Dfttt
AmV COW of En**ws
Do —0teIS and Restaurants
Division OtAlcoholic Beverages and Tobacoo
Of
ier
APPL ION ;TATUS
R ng DepaMnqnt First Review:
"!owing'
(Ckde
FR I n, EKAPProved.
g
Ck ODenled.
"low
(CI le one.) Comrrients:
B BU
UILDING
PL IN
PLANNING&ZONING
TREEADMIN. Reviewed by,
Second Review. 0AWoved as revised. ElDenled.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY RevWwed by- DOW
FIRE SERVICES Third Review: ElApproved as revised. DDenied.
Comments:
ReAmed Dab:
City of Atlantic Beach
APPLICA77ON NUMBER
Building Deparbnent a"
800 Semmole Road (ro be aftlarad by the Bufft D*Wbft)
Affardic Eleach.Fkdda 32233-5445
PhM(904)247-50 - Fax(0)247-5M
bURdk,94JePtC0C08dbLus FDafe rotftct
E-mag.
City web-site: htfP:fAvww-coab.us
APPLICATION REVIEW AND TRACKING FORM
Pe review nmpdred I Yes I No I
PropwWAddress: / 0
__Id
Applicant:
T eAdmi
re 7 nistrator
Project: Z)
id oft
A Pub&Utfllfies�
Pumic Safety
I Fire Services_.
Review fee Dept Signature
OMer Agency Review or Permit Required Review or
of Pennit Verified Daft
Flodda Dept of Emromnentd Protection
FWda Dept or TrwopNtatim
SL Johm River waw Mmogement MsM
ot' r
[Fla 7:v=:
FkN
SL. ED
"CMs of En**ers
DIVISIon of Hotels and Restaurards
Omsion of AWWic Bmwages and Tobamcoo
lotler
APPLICATION STATUS
ng Department First Review: 0)(VI' roved. ElDenied.
(Cirde one.) Comnite nts:
BUILDI
NING&ZOM
TREEADMIN. Reviewed by: Dad�a. 0
Revirwi
Second RwIew. oApproved as revised. E]Denfed.
PUBLIC VMRKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Dole:
FIRE SERVICES Third Review: E]Approved as revised. ElDented.
Comments:
Reviewed We:
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach, FL 32233
0 FILE uu
-5826 Fax (904) 247-5845
Office (904) 247
//6 11 1 A
Job Address: 7 CtA- vo f-1 pt33 Permit Number:
Legal Description Floor Area of S Parcel#
hq.Ft.
Valuation of Work$ 6 1 Z 0 0 Proposed Work eated/cooled cated/cooledd, 3
Class of Work(circle one): New Addition Alteration Repair Move Dern oor
Use of existing/pro osed structure(s) ircle one): Commercial Residential
If an existing structure,is a fire spMer system installed? (Circle one): Yes N N /A 13
Florida Product Approval# A 0
For multiple products use product approval form
Describe in detail the type of work to be performed: 416 W C 0A e
0 jq
WN% ) Cr((-1( roOPO4 4 (tv SIQ1 0 SC)/y/y 0,11i _r4504 Iri A ev X 6 -n
Pro &q 6ocr'm-'ea t tiotn-0 A' ��r 0/1� 0-f/1,0 At'f
Name:
zz�,/A S , lcoys Addr Ca vy Ila ej
,,ys: 7�?
City 4-,�14A416 State&Zip YZ Z 3 Phone&0 LI) ;2 3 -7 0 34,3
E-Mail or Fax#(Optional)
Contractor Information:
in
Company Name: CA/_9/ilr4t4 111-410 k Cc/,51,-4(4/Vi1Qual1yfy"_ -Ap".__12Z
R3 70 W - eA kd city -F
Address: 41(ks,6 ri v e��State_,6� zip .3 zz 4y
Office Phone 67c 1) 3 Q Q -,U 10 Job Site/Contact Number Y0 cl�7 Fax)4
State Certification/Registration CkC 1336_�'410
Architect Name&Phone 4
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Apul a, �, he eb ad , b aw a e d work and insa'lati?ns as i ndic or installation has commencedprior to the
8 0 ffl to_Zt
' ' ,rmit to.0 t�d an�a a law thisjurisdiction. This permit becomes null
ic s ,Y"d that a 0 'k p b
io r i 0 - 0 1 ss f
k a eriod o�g �n a,,a ea ter
Is,P0 S,xku)rnm, ' 0 latige lers,
fe es�B
fr st 0
1 n ape, an i 'r
i, 6)m nt or I c cton r
cure f
s c 0 'o wo w p 0 'bese or I ctric I
rld d, k is not commenced w thin s tr'
work is c m"nced I understand that separate per its m, d Ee
Ta S jr C tio
nk andA on� nen ea
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereb,certi
j fy that I have read and d th' oplication and know the same to be true and correct. Allprovision aZ7tdinances governing thi's
=e 71s 0 vio
r s to
typ e o work will be co�nplied with: peci7ted herein or not. The granting of a permit does not presume gL th late or cancel the
provisions ofany otherfederal,state, or local a w regulating construction or the perfomance of construction.
X
Signature of Owner Signature of Contractorzi
Print Name -71 -//y ef AllIAql��
............ J..R<7
..qL5......... Print Name
Sworn to and subscribed before me Sworq:�o and subscrib before me
�is In 1�ay of--JA*rOj;� 20 1?2— this 201--3
Notary Public No
LORI A.EISCHEN
SHI%EY L G
State of Florida My OM !�Sj ised 01.26.10
Notary Public, G . ON1#100 V
ry 1
My Comm,Expires Dec.22,2014 EXPIRES:February 14,2014
g, Ic U nt�rj
commission No.EE 31W5 Bonded Thru Notary Public Un�dermriters
-37-7 - 6
MAP SHOWING BOUNDARY SURVEY OF
LOT 10 BLOCK 15 ACCORDING TO THE PLAT OF
ROYAL PALMS UNET TWO A
AS RECORDED IN PLAT BOOK 31 , PAGES 1 , 1A, 1B, 1C AND 1D
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: MARY JANE TONKIN,
WATSON & OSBORNE TITLE SERVICES, INC. ,
STEWART TITLE OF JACKSONVILLE, INC.
AND PINNACLE FINANCIAL CORP. D/B/A TRI STAR LENDING UPJAN4j it
2013
LOT 13
LOT 12 BLOCK 15 X L 14
BLOCK 15 S 85'29'09" E 80.26' (M) BLOCK 15
x S 85*37'27" E 80.65' (R) I
0 . X 1/2"
0.2' 'i
_4— — — — — — — — — — — — — - --a
0.
U-) 10' EASEMENT FOR y y_1 — X x
n Tmmw--" _T___
E3 A A-DR
AINAGE AND UTILITIES
10.2'
- — — — — — — — -- — — — — — — — — — — — — — — — — — — — —
1/Y' FRAME
iN SHED
CONCRETE WOOD LOT 10
FLOOR BLOCK 15
0.2' 10.0' 12.1'
,'-R 4E
33.0' 24.7' 22.6'
od
^0
C� 0
AC 0
PAC)
In
10.6,
1 STORY
BLOCK f r3
LOT I I [_ U
RESIDENCE 00
0 BLOCK 15 Lj WOOD _j
DECK NO. 787 _j
in cl— M
CA
0
z C4 44 22.8'
PATIO 24.3'
1:4 CONCRET' x—x P
STONE
C4 0
0 0.1' 1.3'
0
Z 0.5' 25' BRL
6
Planning and Zoi-11-9
ur ui
approval verifies comPhar 0
subdivision and other 4
z g'
d pi '6gulations, but does �not_,
I I pliam e
P
PI an r"n g
I vE
ro a
a pp su bd I'
g'-Ie g,
tr 90�
p ale
aj� r t e
!�h
a r t issuance o parmA4
I al.
w't 'tt' re ernents
local, Stave8no 5-6q,'a Citt ic
Cit�.
Must at Cit�. 1/2"
Beach ------- I tl is!&aVolit a a F qR IA-I&
Building Permit. N 85*37'27" W 80.65' (R)
Approved By: N 85*37'27" W 80.71. (M)
Date: CAVALLA ROAD
9AM 60' R/W
9- q E Y 0 GVERAL N
1. BEARINGS ARE BASED ON 1-hA-7 z?QQ,&-' !TE9>-A6- /_
C. 2.111311TIRE No. 787 SHOWN HEREON LIES INITHIN FLOOD ZONE T
Q ASSOCIATED SURVEYORS IN DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. / I)Ak4::�4__'A'-
LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS,
PIPES AND UTILITIES, IF ANY, NOT DETERMINED. SITIVE AREAS IF ANY, NOT
3846 BLANDING BOULEVARD 4.JURISDICTIONAL ANDVOR ENVIRONMENTALLY SEN
JACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SUR Y.'
VS 904-771-6468 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC
0 0, CERTIFICATE OF AUTHORIZATION NO. LB 0005488 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,
TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC.
S V THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER My 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENT1FICAT1ON
DIRECT SUPERVISION AND MEET'S THE MINIMUM TECHNICAL
R -0 - GUY ANCHOR LEGENDIAMEREVIATIONS (R) = RECORD
STANDARDS FOR LAN URVEYING PURSUA�JT TO CHAPTE 0 =SET IRON PIPE OR REBAR MARKED P.C.= POINT OF CURVE (M)=MEASURED
671G6, FLORIDA MN �IST !10:�NSD E, APTER 4 , F,S, " ASSOC. SURVEY " OR L.B. 5488 P.T.=POINT OF TANGENCY A = CENTRAL
= FOUND IRON PIN OR PIPE C/L = CENTERLINE ANGLE
P. - IRON PIPE OR PIN L =ARC LENGTH
aA 2ZJq�. E - FOUND CONCRETE MONUMENT 1.
RIGHT OF WAY R = RADIUS
aA
F NO, 3771 X = CROSS CUT OR DRILL HOLE R/W WATERI
1 a
W4E P.R.C.= POINT OF REVERSE-CURVE W—W
6
/f Z
6�LESB. HATCH FLORDA CERTI IC WIRE FENCE
BY: CHARLES L. STA LI7 FLORIDA CERTIFICATE NO. 4579 P.C.C. = POINT OF COMPOUND CURVE 0-0= WOOD FENCE METER
BY: RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 B,R,L. = BUILDING RESTRICTION LINEICONC.= CONCRETE WELL
(ORB) = OFFICIAL RECORDS 8OOKjX—X CHAINLINK FENCE STREET
JOB NO. 31754 DATE 6-19-2002 (ORV) = OFFICIAL RECORDS VOLUMEFUj UTILITY POLE LIGHT
ol -1 —, I ntnAr-rrn /I I C I-. 4Antlotwimir cirrT01il A11TWMITY _rw(1VFPWrAn IITIIITIFS
WA
MAP SHOWN SUF(I
LOT 10 BLOCK---t5AC--eOR�DtN'G-TO THE PLAT OF
ROYAL PALMS UNET TWO A
AS RECORDED IN PLAT BOOK 31 , PAGES 1 , 1A, 1B, 1C AND 1D
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: MARY JANE TONKIN, /vo .?o xpr
WATSON & OSBORNE TITLE SERVICES, INC. ,
STEWART TITLE OF JACKSONVILLE, INC.
1(,41�6 r
AND PINNACLE FINANCIAL CORP. D/B/A TRI STAR LENDING GROUP./;/0
LOT 13
LOT 12 BLOCK 15 LOT 14
BLOCK 15 S 85*29'09" E 80.26' (M) x BLOCK 15
x S 85037'27" E 80.65' (R) I
't 0 . X 1/2"
0.2'
— — — — — — — — — — — — — — -a
CONCR 0.
to 10' EASEMENT FOR x x
in
ko 10.2' DRAINAGE AND UTILITIES
— — — — — — — — — — — — — — — — — — — —
1/2 FRAME
IN SHED
CONCRETE WOOD (d LOT 10
FLOOR BLOCK 15
10.0' 12.1'
33.0' 24.7' 22.6'
to
06
c� AC
t4) PAD
'w cy)
7 In
10.6 1 STORY Ci) —
Cl
LOT 11 BLOCK
BLOCK 15 La WOOD RESIDENCE 0 0
DECK NO. 787 0
0) _j _j
LO m
j r 39
C-4
0)
c PATIO 24.3' 22.8' C4
STONE qONCRE X—X
A C,4
0 . ..A
(cl)) _� .1' 4. . ' ' '. 11.0* 1.3, tt (n
ao V_
0.5'j 25' BRL 0
(p
x c� r
cq
D
1O.P
-Tk
T5c3
1/2" 0.4'
x—x
S 85*37'27"' E 190.07- (M)I
S 85'37*27" E 90.00' (R) c,�1/2" 1/2"
C5
N 85*37'27" W 80.65' (R)
N 85*37'27" W 80.71- (M)
CAVALLA ROAD
60' R/W
GENERAL NOTE
C7 1. BEARINGS ARE BASED ON 1-hAZ"00111cl . /-a
2.STRUCTURE No. 787 SHOWN HEREON UES WITHIN FLOOD ZONE AS T
ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. / DATED
LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS,
PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
3846 BLANDING BOULEVARD 4.JURISDIC71ONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT
A JACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SURVEY,
904-771-6468 5,THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC
L)0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,
S V TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC.
THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION-
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL
STANDARDS WT TO CHAPTER -0 - GUY AN
FOR LA D URV�YING PURSUA. CHOR LEGENDiAMIREVIATIONS (R) - RECORD
0 =SET IRON PIPE OR REBAR MARKED P.C.= POINT OF CURVE (M) MEASURED
61G 6, FLORIDA ION E �APTER�4 , F.S. ASSOC. SURVEY " OR L.B. 5488 P.T.-POINT OF TANGENCY A CENTRAL
FOUND IRON PIN OR PIPE C L = CENTERLINE ANGLE
FOUND CONCRETE MONUMENT IX.- IRON PIPE OR PIN L -ARC LENGTH
X = CROSS CUT OR DRILL HOLE R/W - RIGHT OF WAY R RADIUS
BY: CHARLES B. HATCHEJ�7 FLORIDA CERTIFIChir� NO. 3�_71 P.R.C.- POINT OF REVERSE CURVE W—W - WIRE FENCE IM WATER
BY: CHARLES L. STARLING FLORIDA CERTIFICATE NO. 4579 P.C.C.= POINT OF COMPOUND CURVE [1-13- WOOD FENCE METER
BY: RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 B.R.L. = 13UILDING RESTRICTION LINEICONC.- CONCRETE WELL
JOB NO. 31754 DATE 6-19-2002 (ORB) - OFFICIAL RECORDS BOOKIX—X-CHAINLINK FENCE STREETI
SCALE: 1 20' DRAFTER C.L.S. (ORV) - OFFICIAL RECORDS VOLUMEIcW - UTILITY POLE LIGHT
J.E.A. -JACKSONVILLE ELECTRIC AUTHORITY —OU—.OVERHEAD UTILITIES
MOT vAi in WITWnl IT TPF" qlrKIATI IPF ANn TI-Ir nPIrINAI PAIqFn qFAI nF A FI npinA I 1('FNc;Fn I;tJRVFYOR ANn MAPPFR
MAP SHOWING BOUNDARY SURVEY OF
LOT 10 BLOCK 15 ACCORDING TO THE PLAT OF
ROYAL PALMS UNET - TWO A
AS RECORDED IN PLAT BOOK 31 , PAGES 1 , 1A, 1B, 1C AND 1D
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: MARY JANE TONKIN, '410
WATSON & OSBORNE TITLE SERVICES, INC. ,
STEWART TITLE OF JACKSONVILLE, INC.
AND PINNACLE FINANCIAL CORP. D/B/A TRI STAR LENDING GROUP. Ald
LOT 13
LOT 12 BLOCK 15 LOT 14
BLOCK 15 S 85*29'09" E 80.26' (M) X BLOCK 15
x S 85*37'27" E 80.65' (R)
0 X 1/2"
0.2' - - - - - - - - - - - - - - ---0 .1 - - - - -
- - - - - - -�-014-CR 0. ln
lo' EASEMENT FOR
Lo n v —x—x
13 A 7-1-
10.2' DRAINAGE AND UTILITIES
Ln -f
- - - - - - - - - - - - - - - - - - - -
1/2" FRAME
IN SHED
CONCRETE WOOD LOT 10
FLOOR BLOCK 15
10.0' 12.1' 22.6'
33.0' 24.7'
0.2'
5 14-CR 41�
'o
c� AC 0
PAD In
fe) 100 1 STORY
LOT 11 BLOCK 9 t C3
RESIDENCE -5
0 (
BLOCK 15 w WOOD -1 0
DECK NO. 787
6
0 m
to
CA
-A
-cl4 4d -
z C14 PATIO 24.3' 22.8'
qONCREN x— X C14 (pm
STONE ^ — �q *
A -* 0
4� . .... ui
0.V 11.0' 1.3'
C� a 0
z 0 -A k 25' BRIL
5
(p x
io
N
60. cq
C)
<
1/2" 0.4'- '-s
x
S 85*37'27' E 90.07' (M) 1/2"
S 85'37'27 E 90.00' (R) 1/2"
N 85*37'27" W 80.65' (R)
N 85'37'27" W 80.71- (M)
CAVALLA ROAD 7o
60' R/W
E Y 0
Is, GENERAL NOTWI
1. BEARINGS ARE BASED ON T
2.STRUCTURE NO. 7117 SHOWN HEREON LIES WITHIN FLOOD ZONE S S
ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. Z I)AiE6��
LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF UNDERGROUND FOOTINGS,
Lu PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT
JACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SURVEY.' FURNISHED. THE PUBLIC
vs 904-771-6468 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS
. 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,
0. TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC,
THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER My 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION.
DIRECT SUPERVISION AND MEEF�s THE MIN:MUM TECHNICAL -0 - GUY ANCHOR LEGENDIAMEREVIATION3 (R) - RECORD
STANDARDS FOR LAND URVEYING PURSUAjJT TO CHAPTER 0 =SET IRON PIPE OR REBAR MARKED P.C.= POINT OF CURVE (M) MEASURED
61G76 FLORIDA AD IST ION DE, APTER 4 , F.S. ASSOC. SURVEY " OR L.B. 5488 P.T.=POINT OF TANGENCY A CENTRAL
FOUND IRON PIN OR PIPE C/L = CENTERLINE ANGLE
FOUND CONCRETE MONUMENT LP.= IRON PIPE OR PIN L =ARC LENGTH
X CROSS CUT OR DRILL HOLE R/W RIGHT OF WAY R = RADIUS
BY: CHALES B. HATCHE FLORIDA CERTIFIC NO. 3771 P.R.C.= POINT OF REVERSE*CURVE W-W = WIRE FENCE 12M WATER
NO, 4579 CURVE 0-0 WOOD FENCE METERI
BY: CHARLES L. STARLI FLORIDA CERTIFICATE P.C.C.= POINT OF COMPOUND 4 LINE CRETE WELL
BY: RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 61 32_A B.R.L. = BUILDING RESTRICTIOf CONC.= CON
(ORB) = OFFICIAL RECORDS BOOK X-X-CHAINLINK FENCE STREET
JOB NO. 31754 DATE 6-19-2002 OFFICIAL RECORDS VOLUMElqb = UTILITY POLE LIGHT
- I of '-f — I MmAr-rr-n 11 1 c 1A^L't�Akh/111C ViCtT010 A11TWnPITY —ri,i—-nvrpwrAn I ITII ITIFS
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Ro.
FILE COPY
HomeOwner: fir)
Name
7?-) Cotla HY
Street,4ddress
3 Z
City. State and Zip Code
,e-,*Of r C1 A 4F
Contractor: C//
Permit Numberil - ,; 0-7
As the Contractor for the proposed new structure located at the above address,I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure are to be attached for structural support. I am confident that the drawings and
details included with this permit application depict the existing conditions of the host structure, and the
members of the existing structure upon which the new structure are to be attached are sound with no rot
or deterioration. The home owner has been advised by me that, in my best judgment based on experience
and knowledge of structural adequacy,the members of the existing structure upon which the new
structure are to be attached are sound with no rot or deterioration and will support all structural loads and
forces imposed on them. By signing below, I hereby declare that I will hold the City of Atlantic Beach
harmless and release it from any responsibility and liability for any adverse consequences or failures
resulting from this work, and further that I will not initiate, execute or enjoin any legal action against the
City of Atlantic Beach for such consequences or failures.
A copy of this document will be recorded as an official record with the Building Inspection
Department permit history so that any and all future buyers/owners of this property may be made
aware of the status of work performed on this structure.
S igned Date / 136 7-6711
'2
Before me this �day of
In the County of Duval, State of Florida,has personally appeared
herein by himself/hers and
AM all s eme ts and declaration herein are t
SHIRLEN L.GRAHAM
I
.4 MY COMMISSION#DD 957760
..........
rXPIRFS:February 14,2014
'L
t.y pu 1'�U" .rj
e County of
Notary Pu lic at Lar Stat ondedThrul , b -.d..........
Personally Ki or P ced Identification
ID Type r��
F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09
HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your
residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various
sunroom category requirements. There may be restrictions on the use of your present home depending on the category
of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom
which could include, but not be limited to, addition of any form of temperature control system or removal of the
doorstwindows separating the sunroom from the host structure,the room may become non-conjp@W
requirements as mandated by the Florida Building Code, the Florida Model Energy Code and
OWNER
1 have read this complete form and understand I am receiving a Category Sunroom.(I-V)
FILE C
Printed Name M -Address 7 ?:2
Signed: A,, 741- Date:
Before me this day of I � JAKOJO60N 201t2 in the County of Duval,State of Florida,has personally appeared
\A/I L L-I A-1-A U4--, herein by himself/herself and affirms al I
statements and declarations herein are true and accurate. LORI A.EISCHEN
e,Stat"f County Noarmliublic,State of Horide
Notary Public at Larg I .Expires Dec.22,2014
-Cr Produced Identification El
Personally Known Com ssion No.EE 31005
ID Type_
Sunroorn and Screen Enclosure Requirements
Category 11 111 IV V
Habitable Space No No No Yes Yes
Foundation Walls<200plf Walls<200pif Walls<200pif can Walls<200plf Walls<200plf can
can have 8"W can have 8"W have 8"W x1 2"D can have have 8"Wx12"D
x12"D ftg or 3- x1 2"D ftg or 3- ftg or 3-1/2"slab if 8"V\b(I 2"D ftg ftg OR have site
1/2"slab if no 1/2"slab if no no concentrated OR have site specific
concentrated concentrated load>7501b OR specific engineering
load >7501b OR load>7501b OR have site specific engineering
have site specific have site specific engineering
engineering I engineering I
Existing exterior
GFCI outlet Relocate or add additional outlet to exterior if enclosed
Exit Lighting Not Required Required Required Required Required
Interior Electric Not Required Not Required Required Required Required
Outlets
Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit
Escape exist. structure must meet code must meet code. Exit must meet must meet code.
Openings allowed if open to code.
atmosphere and
has screen door
leading away
from residence.
Misc.Window Host structure Windows must Windows may be Host structure Host structure
and Door windows/doors be removable fixed or removable. windows& windows&doors
Requirements shall not be Host structure Host structure doors shall not may be removed.
removed. windows/doors windows and be removed. Forced entry, air
shall not be doors shall not be Forced entry, leakage and water
removed. removed. Forced air leakage penetration
entry, air leakage and water requirements
and water penetration apply.
penetration requirements
requirements apply.
pply. I
Wind Borne Required, can be on host structure, if built under existing
Debris Opening Not Required Not Required roof
Protection
Required Required
Energy Shoots J-Not Required Not Required Not Required
FILE COP
Designed by Timothy Chismark of Chismark Homes & Construction Inc. In
accordance with the AAF Guide To Aluminum Construction In High Wind Areas as
published by The Aluminum Association Of Florida. Referenced by the 2010
Florida Residential Code (R301.2.1.1.1) & 2010 Florida Building Code (2002.4.1)
..........
..... . .....
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111-11--i..........
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Chapter 1 - Screen Enclosures
BEAMS
ce
Z
LL PURLIN
LU
>
Ln Lm
LU
eol i
LL GIRT(AKA
0
z CHAIR RAIL)
Ln 00,
WALLS MAY BE
BRACED BY EITHER
z K-BRACING OR CABLES EAVE RAIL
Uj TYPICAL HIP ROOF ISOMETRIC
FOR ALLOWABLE SPANS, REFER TO:
0 TABLE 101 FOR BEAM SPANS
TABLE 102 FOR PURLIN SPANS
TABLE 103 FOR POST SPANS
TABLE 104 FOR GIRT SPANS
TABLE 109 FOR GABLE SPLICE SPECIFICATIONS
0
LH
0
3: BEAM
4 SPACING PURLIN
in
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A
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EK-BRACING
COLUMNS (OPTIONAL)
AL
0 HIP ROOF SIDE ELEVATION HIP ROOF FRONT ELEVATION
U
Page AAF GUIDE TO ALUMINUM CONSTRUC110N IN HIGH WIND AREAS (2010 Edition) 2.0
OT - T a6ed 07 00143 OTOZ) SVMW GNIM H9IH NI Noumd�NODwmiwmv oi ming Avv
p cn
0
OVERALL HEIGHT Z;a
Z M
m m
0 z
EAVE HEIGHT/ POST SPAN GABLE
P 92
RISE z m
GIRT SPACING
(96" MAXIMUM)
z
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Chapter I - Screen Enclosures
PU INS-,
LAP BEAM(A.K.A.SMB[SELF-MATING BEAM
REFER TO EAVE DETAILS
EAVE
U_
0
z BEAM FLANGE STITCH SCREWS AT 24"
P D.C.TOP AND BOTTOM#12 SMS FOR
0 2X9 AND 2X10,ALL OTHERS#10 SMS
0 0 ONAL
SCREEN ROOF BEAMS
OPEN 0
(SCREEN ROOF SHAPE AND
SE 110.1
BEAM SLOPES VARY),
D SELECT PER TABLE 10 1
BEAM FLANGE TRIMMED TO
ACCOMMODATE INSERTION OF
LU POSTLAP BEAM WEBS OVER POST
AND FASTEN W/4 EACH#12
U. SMS OR#14 SMS PER SIDE OF
0 POST(BEAM
z
z CHAIR RAIL(GIRT)
LU [2X3 HOLLOW SHOWN]
USE TABLE 104 TO SELECT
w
EXPLODED SECTION LAP BEAM
0 (A.K.A.SMB[SELF-MATING BEAM
SELECT POST PER TABLE 103
CHAIR RAIL(GIRT)
[2X3 HOLLOW SHOWN]
0 USE TABLE 104 TO SELECT
�j
0
rm
'VA
Uj
U
D SOLE PLATE(I.X2 08 OR 1X3 OB)
0 FASTENS TO FOUNDA17ON WITH 1.4"0
0
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LU
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SOLE PLATE W/ANGLE AND
CONCRETE EXPANSION ANCHOR
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TYPICAL [BEAM BEARING] WALL SECTION
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Page I - 13
Chapter I - Screen Enclosures
A
�V/
REFER TO TABLE 103
FOR ALLOWABLE SPANS
U_
0 CONCRETE FASTENING PER
z CONNECTION
0 DETAILS Cl(a),C1 OR C2
2" Minim im
4"NOMINAL PATIO SLAB W/6 X 6 X 10/10 W.W.
Ln ORSYNTHETIC FIBERS ON WELL COMPACTED SO
(CONCRETE TO BE 2,500 P.S.I.MINIMUM)
D FOR MAXIMUM ALLOWABLE BEAM il
SPANS REFER TO TABLE 112 0 01
M�
GRADE -4 .4.' j*J
L 0
L X -
'WO
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4
X,
cl�
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0
V
REFER TO TABLE 103
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION
0 DETAILS Cl(a),C1 OR C2
H 2"(�nirn im)
0
4'NOMINAL PATIO SLAB W/6 X 6 X 10/10 W.W.M.
REFER TO TABLE 112 --OR SYNTHErIC FIBERS ON WELL COMPACTED SOIL.
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Uj
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N
FOOTINGS WIDER THAN 8"
Width per Table 112
0
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@ (PATIO SLAB W/MONOLITHIC EDGE FOOTING)
Page 1 - 15 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
Detail C1 utilized for foundation connections where the post height does not exceed values in
Table 105.Cl(a)is a special case where screen wall is fastened to the top of a masonry wall (refer
to Cl(a)notes below).Columns(posts/uprights) must not exceed allowable spans in Table 102.
LL APPROVED
0 MASONRY ANCHORS
Z BY 21/2"EMBEDMENT
0
2'-A2'-Xll8"
-POST COLUMN ANGLE 2"LONG
-a A 0 r
0 W 06 SOLE PLATE
4" 2'-XZ'Xl/&'ANGLE
FACE OF SCREEN WALL
D
4 EACH#14 SMS EDGE OF FOUNDATION
INTO POST WEB
D
LU Plan View Section(w/1X2 Sole Plate)
Typical C1 Post/Column at Foundation
0
Z
0 WALL FACE PARTIAL ELEVATION ra NOTES FOR CONNECTION CI(a):
ti; TYPICAL C1 POST(COLUMN AT FOUNDATION 1)Cl(a)IS A CI CONNECTION WITH ONLY 2 EACH 3/8"0 APPROVED
MASONRY ANCHORS
FOR NOMINAL 4"PATIO SLAB,DO NOT EXCEED 2V4"DEPTH 2)COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 102
FOR CONCRETE ANCHORS,WHERE CONCRETE DEPTH EXCEEDS AND 105 CTHE LESSER OF THE TWO);
Z 31/2"DEPTH,ANCHOR MAY BE EMBEDDED UP TO CONCRETE 3)A IX3 OB MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN
LU
DEPTH DIVIDED BY 1.25
LU
2'
POST COLUMN -POST/COLUMN
0
3' 2' CENTER FASTENERS ON
ZIA2'XI/8"ANGLE 2-LONG
2"XZXI/8"ANGLE 2"LONG FILLED TOP COURSE
0 2 EACH#14 SMS INTO POST
2 EACH#14 SMS INTO POST WEB EACH SIDE OF POST
WEB EACH SIDE OF POST -SOLE PLATE
1X2 OB SOLE PLATE
0
Uj Z
0
2 EACH APPROVED MASONRY ANCHORS
93 3/8"0 X 21/2"EMBEDMENT(Y4"0 MAY NOT BE USED)
LU
U
M SECTION/SIDE ELEVATION
(FOUNDATION CONNECTION FOR COLUMNS
Uj NOT SUPPORnNG K-BRACING) VA___
93�
LU
TYPICAL Cl(a)POST/COLUMN Cl(a)
CONNECTION DETAIL FOR 8"CMU WALL�
Z
N
Alowable Post Heights(Spans [ft])for 2 Each 3/8"0 Concrete Fbsteners
Table 105 Post Spacing in feet(Load Width)
0
U
@ zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0
110 13 18.5 16.8 15.4 14.2 13.2 12.3 11.5
120 15 16.0 14.5 13.3 12.3 11.4 10.7 10.0
130 18 13.3 12.1 11.1 10.3 9.5 8.9 8.3
140 1 21 11.4 10.4 9.5 1 8.8 1 8.2 1 7.6 7.1
Page 1 - 19 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0--,
Chapter 1 - Screen Enclosures
Detail C1 Elevations show the foundation
connections for various depth columns
(posts/u prig hts). Columns (posts/u prig hts)
must not exceed allowable spans in Table 102. COLUMN SELECTED APPROVED MASONRY
FROM TABLE 103 ANCHORSBY
21/2"EMBEDMENT
--V IX3 SOLE PLATE MAY NOT
2" 4� BE USED WITH 2X4 POSTS Uj 2"X 2"X 1/8"
a - ANGLES
z �1-
2X4 POST/COLUMN 7: LL
a 1 0 1X3 OB SOLE PLATE LL
2" 0 0 0
U
--2'%2'�(1/8"ANGLE 2"LONG �q I I z
FACE OF SCREEN WALL 0
4 EACH#14 SMS INTO POST WEB
EDGE OF FOUNDATION
0
ZXXX1/8"ANGLE 2"LONG L11
PLAN VIEW SECTION(W/ IX3 SOLE PLATE� C1
1X2 OB SOLE PLATE
TYPICAL C1 POST/COLUMN AT FOUNDATION
COLUMN SELECTED APPROVED MASONRY
4 EACH APPROVED MASONRY ANCHORS FROM TABLE 103 ANCHORS BY Uj
I/"0 X 21/2"EMBEDMENT(3/8"0 ANCHORS
4
MAY BE SUBSTITUTED) 21/2"EMBEDMENT
U-
0 0 2"X 2"X 1/8" 0
SECTION/SIDE ELEVATION/2X4 POST C1 ANGLES z
(FOUNDATION CONNECTION FOR COLUMNS
Ln
RTING K-BRACING) 4
0� 1X2 OB SOLE PLATE
4 0
LU
-1-777 FACE OF SCREEN WALL 0.
�11� I z
WHEN 1X3 0B SOLE PLATE SUBSTITUTED: LU
USE 3"LONG ANGLE ON SOLD AND EDGE OF FOUNDATION
2"LONG ANGLE ON FOUNDATI PLAN VIEW SECTION (W/ IX2 SOLE PLATE) ,�'Cl
T
2X5 SMB POST/COLUMN TYPICAL C1 POST(COLUMN AT FOUNDATION\\., LU
3- 3"
2-X2-A1/8"ANGLE 2"LONG
4 EACH#14 SMS INTO POST WEB 0
2'-X2'-X118"ANGLE 3"LONG 2X7 SMB POST/COLUMN
1X2 OB SOLE PLATE 4 EACH#14 SMS INTO
2. 7- POST WEB(EACH SIDE)
(WHEN IX3 SOLE PLATE IS z
-3/4- UTILIZED,ADJUST ANGLE
3 3
LENGTHS ACCORDINGLY)
0
4 EACH APPROVED MASONRY ANCHORS Uj
2-A2-X118"ANGLE 2"LONG
1/4"0 X 21/2"EMBEDMENT(3/8"0 ANCHORS 0
MAY BE SUBSTTTLTTED) 2"X2')(I/8"ANGLE 4"LONG
SECTION/SIDE ELEVATION/2X-5 POST;;' C1 IX2 OB SOLE PLATE
(FOUNDATION CONNECTION FOR COLUMNS 1 14
NOT SUPPORTING K-BRACING)
4 FACH APPROVED MASONRY ANCHORS
(3/8"0 ANCHORS LO
V41'0 X 2 V2'7 EMBEDMENI
2X6 SMB PoSt/COILIMr, MAY BE SUBSTITUTED) LL;
69�
-1 EACH 91-1 SMS INTO POST WEB SECTION/SIDE ELEVATION/ 2X7 POST,
3" 3-3/4" (EACH S IDE)(WHEN IX3 SOLF T -
PLATE IS UTILIZFD, ADIUST (,FO(-JN[)Xl 10N CONNECTION FOR COLUMNS
4" NOT SUPPORTING K-BRACING)
ANGLE LENGTHS ACCORDINGLY�
2X7 SMB CONNECTION D�TAII C1.ALSO APPLIES
1`X2`X118`Angle 2"Long
AkGER CO�,UMNS(MAIN fAIN pI,Ojj�REp r0M��)NENT
-"X,"�1'X1!8�Angie 11"t--P.9
SIZIES AND I-ASTENER-q,'P�CINGS'
IV TNIU"POST HcrIGL fT'SrANI 18'
-X.
i-[TAiL AND PCXVI HF;Gif, ORSPAN
�icll L.141i BY -!ABLE 105
41 tAl��,APPRCAIEL)MASONRY AN(-H�-)Rs ,-,k pqC�Mf�l f�t 4"PATiu SLAS,DO N01 E)rL-,--L0
X 2,/2"EMBEDMENT f3/8"0 ANICHORS
MAY FF S�j8S-T 1-0 1-i-FID" ;CIP CONCIRETE ANCHORS,%NIHERE CONCRLil D"PI
T'XC'FD5 MAY
SECTTON I STDF FLBIATTON I -IXG P-057
NQ` SUPPOR TING F--BRACIN�)
AAF t.-)UAIDE -1-0i ALUMINUM ("ONS-1 RUC TiION IN HIGH 'v"VINO ARLEAS k2.0-10, Eu'fitki0n) 2.0 Pclgpe 1
Chapter 1 - Screen Enclosures
LL
0
z LU 3/8"0 APPROVED MASONRY
0 ANCHOR 21/2"EMBEDMENT
F- 2
co 3"X 3"X 1/4"ANGLE
U 0 BY 3"LONG
0 M
Ln x
U) 1X3 OB(OPTIONAL)
3"X 3"X 1/4"ANGLE
D BY 3"LONG
3/8'0 APPROVED MASONRY f
ANCHOR 21/2"EMBEDMENT
Uj 3 EACH - J It
004
*14 SMS
U- 2"LONG 3"X 3"X 1/4"ANGLE IX3 OB SOLE PLATE
0
BY 3"LONG
Ln
2" EDGE OF CONCRETE FOIUNDATICIN
3"X 3"X 0.072"HOLLOW
z 17
PLACEMENT IN ANGLE PLAN VIEW SECTION EXTERIOR CORNER AT FOUNDATION
ui FOR SCREEN ENCLOSURES IN WIND ZONE 120 MPH AND GRD�-ER
FOR NOMINAL 4"PATIO SLAB,DO NOT EXCEED 2V4'DEPTH
FOR CONCRETE ANCHORS,WHERE CONCRETE DEPTH EXCEEDS
31/2"DEPTH,ANCHOR MAY BE EMBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
CHANNEL MUST PROVIDE SNUG Frr
INSIDE CORNER COLUMN UTILIZED
0 #10 SMS BY 11/2"
LU
I LONG @ 16"D.C.
0 3-X 3-X 0.072-(MINIMUM)HOLLOW
.125" C)
IX3 OB Ln rn!
T'X 3"X 0.072-SQUARE EXTRUSION(MAY
ui OR MAY NOT HAVE SNAP FEATURES SHOWN 3"X 3"X 1/4"ANGLE Ll I
U t
:D AND SCREW SLOT ARRANGEMENTS VARY) BY 3"LONG
SECTION/EXTRUDED CHANNEL
3 EACH#14 SMS 2"LONG POST BASE ANCHORING
ui
w 2- 3/8"0 APPROVED MASONRY
LU ANCHOR 21/2"EMBEDMENT
4 EACH#14 SMS EACH IX3 OB SOLE PLATE
SIDE OF 3X3(8 TOTAL) —f�
F- +
0 IL4i J1 I I
z
3/8'0 APPROVED MASONRY ANCHOR
THRU EXTRUDED POST BASE 2-3/8"LONG,
r-4 21/2"EMBEDMENT
0
PARTIAL ELEVATION EXTERIOR CORNER AT FOUNDATION
FOR SCREEN ENCLOSURES 1N WIND ZONE 120 MPH AND GREATER
Page I - 2,3
AAF GUILDE TO AUJIMINUM 'IN HIGH WIND AREAS 12010 Edition' 2.0
Chapter 1 - Screen Enclosures
7-,7 V-
0 OPEN BACK EXTRUSION 1 X 2 OB @ PERIMETER
\X
U_ @ PERIMETER FASTEN FASTEN PER NOTE #1
U.
PER NOTE #1
z
I"X 2-1/4"X 1/8"
-CHAIR RAIL OR GIRT RECEIVING CHANNEL
tK
LLJ
U_
z
LA 1"X 1" X 1/8"ANGLES(BY
4
DEPTH OF PERIMETER POST COLUMN
ui EXTRUSION) WITH 2- #10 X
z 3/4" LONG S.M.S. AT EACH LEG
LU
(TYPICAL TOP&BOTTOM)
ce
LU
CONNECTION W/ EXPOSED FASTENERS
3: 111 X 211 OR I"X 3"OB @
C PERIMETER FASTEN PER NOTE #1
0 N HOLLOW HORIZONTAL(GIRT)
LU
_j
0
NOTE #1: USE 1/4"0 X 21/4"LONG LAG SCREWS INTO WO D
HOST AND 1/4"0 X 21/4"LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTUCTION
U
(I EMBEDMENT TYPICAL) SPACING @ 24"O.C.
0
AND WITHIN 6"OF EACH PERPENDICULAR MEMBER
LU
w
LU
m
C,
2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2
OB INTO SCREW SPLINES OF HOLLOW GIRT
(I" EMBEDMENT MINIMUM.)
0
CONNECTION W/ CONCEALED FASTENERS
�ARTIAL ELEVATIONS / 2" X 2" GIRT TO I" X 2" CONNECTIONS C4
Page 1 - 25 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIN REAS (2010 Edition) 2.0
Chapter 1 - Screen Enclosures
2 Screws along Centerline
Maximum angle for mansards 390 of plate evenly spaced.
Maximum angle for gables 450 <
0
1P -J
Internal U-
U.
Splice Plate
0
z
0
U
0
V)
Ln
Splice Plate Alloy:
<
6061T6 or 50512H32 LU
#14 SMS Typical
U-
% 0
z
Ul)
0 4
Screw positions near miter joint may be adjusted
to accomodate purlin,space between fasteners
along miter joint shall be 1 Y2"to 2",maintain z
maximum and minimum distances between screws. LU
SPLICE SPECIFICATIONS PER TABLE 109 BELOW 3:
TYPICAL ELEVA-110N FOR BEAM MITER SPLIC
[DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE,AND MAY 0
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE,MAINTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN-TABLE 109 FOR ALL]
U�
0
ITable 109 Beam Spike Plate Size and Fas!�en R iiren��r!ts
Z'
�:Seafrn Spike p6te Ree jireftreents F�j#- of 60057; a!�"_
Bea MS C",
Chapter 1 - Screen Enclosures
6"LONG GUTTER BRACKET —
3 EACH #12 SMS--
<
w
q 4 EACH#14 SMS EACH SIDE OF BEAM 01
UL
U_
0
z
0
U)
V)
OCTRUDED GUTTER BRACKET BY 6"LONG
AT EACH BEAM WITH 3 EACH 3/8"0 LAG
z SCREWS INTO FASCIA(ALSO PROVIDE
x ROOF BEAM
D (PER TABLE 101) LAG SCREWS BETWEEN BEAMS ALONG
< 0 GUTTER AT 24"O.C.)
Uj
0 3/8"0 LAG SCREW EACH SIDE OF BEAM THRU
2"X2"XI/8-ANGLE,LENGTH SUFFICIENT TO
U_
0 ------ ASSURE 2"EMBEDMENT INTO HOST FASCIA
z
2 / --,BEAM MAY BE SLOPING OR HORIZONTAL
Ln
2"X 2"X 1/8"ANGLE EACH SIDE OF BEAM
LLI
CL COVERING OPEN BEAM(INCIDENTAL TO DESIGN)
z
LU
BEAM MAY BE TRIMMED
3:
ui
SUPER GUTTER CONNECTION DETAIL (1) BEAM TO HOST EAVE
TER BRACKF
LONG GUT.-
F ACH #1� S)MS
IX2 GS f
Z;X 23�X L'S"ANG�LE EACH SIDE
EACH SIVIS INI,U tltA�11 VvLL-1
EXIRUDED(jull 11 f�BkACKE I BY b" LONU
AT EACH BFAfv1Vv'1TH 3 EACH 3/'8"0 1AG
SCREIAIS PNTU FASCIA iALSOPROVIDE
AG
SCP.r�NS 5[.71 OJE[N K__Ai'-1'-,
TI.H.'A J .)'',
fr"I.R 1ABLL'10ij 0 SCREW�AILH SIOE Or' bE�'I-1 HPU
TH SL FiFICIFINT_TC)
2
2"X2_"XJ'i8"ANGLE, L,ENG
ASSORt 2" �MHEOM�N) IN 10 H09'
',1,AY BE SLOPIM-11'OR 1 ICRIZOWIAL
X 046'�- OF titA"(MIINWAUM 2"!ON(,�
1z" 1NT0 BFA�"I',VMAND INTO)SUPER GUTITTR
B E AM. 41AY S E I RIM F.L�
ALTERNATE SUPER, u,"UFTER L ETAIL t2 BEAM TO 1,109T EAVE
A I
Chapter 1 - Screen Enclosures
1/8"ANGLE BRACKET WITH
(9)#14 X 3/4"S.M.S.TO
0
U i WALL MEMBERS.
U-
0
cc)
5/16" EYE-BO, WELDED
Ln
Ln
0 CLOSED WITH DOUBLE NUTS
G DOUBLE COMPRESSION SLEEVES
CUT FROM I"X 5"ANGLE
EYE-BOL
1/8"STAINLESS STEEL CABLE
Uj
rC9
UL —f
0—
z
0 DETAIL C9 —1/8', STAINLESS
14 " cTFE1.CABLE
1�j 118" SFAINLESS
Z ./' STEEL CABLE
If
)0'JBLE
ki
L 4—�
Chapter 1 - Screen Enclosures
Allowable Spans for Shed(Pitched) Bearns Table 101(e)S
< (100 slope or 5 ft rise, whichever is less) Wall Height: 8 ft Roof Design Pressure: 6 psf
2
Wind Zone 140 mph Exposure B Wall Design Pressure: 21 psf
LL
U- 20/20 Screen- 6005T5 Alloy- Beam Spacing in Feet
0
Self-Mating(or Lap) Beams 51011 51 6" 6' 0" 6' 6" 71 0" 71611 810"
2 X 4 X 0.046 X 0.100 SMB 9'-7 9'-3" 8'-5" 7'-9" 7-1" 6'-6" T-It"
x S x 0,050 x 0,i 16 SrAB 131-q" 1, 9" iv-r
t rj
---------- -------
L
Chapter 1 - Screen Enclosures
ALLOWABLE SPANS for Primary Members In Screen Walls(Posts/Colunim) Table 103d 01
LL
Wind Zone = 130 MPH Design Pressure: 18.0 PSF Exposure B LL
0
FOR Screen Mesh* 20/20
oad Welffis ot
�-C)Q I T 9 An(�5-F 5 Alloys OnIV -------
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