603 Selva Lakes Cir siding repair permit CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
SIDING PERMIT
MUST CALL BY 4PM FOR NE]ff DAY INSPECIION: 247-5814
JOB INFORMATION:
Job ID: 17-SIDE-3154
Job Type: RESIDENTIAL ALTERATION
Description: SIDING REPAIRS
Estimated Value: $60,600.00
Issue Date: 3/15/2017
Expiration Date: 9/11/2017
PROPERTY ADDRESS:
Address: 603 SELVA LAKES CIR
RE Number: 172027-5544
PROPERTY OWNER:
Name: WATTS, ANN C
Address: 603 SELVA LAKES CIR
GENERAL CONTRACTOR INFORMATION:
Name: HOWARD CONSTRUCTION (GC)
Donald Towery,CGC1512840
Address: 580 WELLS RD STE 3 QA DONALD TOWERY
Phone: - -
PERMIT INFORMATION:
FEES:
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
PLAN CHECK FEES $51.74
BID PLAN REV. 2ND $50.00
SUBMITTAL
BUILDING PERMIT FEE $322.40
Total Payments: $428.14
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
OFFICE COPY
RECEIVEDCITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
MAR Telephone(904)247-5800
FAX(904)247-5845
EET OR
CO CONMENT
Date: I zin Received by: Resubmitted:
Permit N=b r�jj-5:L 06- 2�'�S4
Original Plans Examdriff: Proiect Name: UO3 GE�WA UVz4fe
Ad
Prutec' es
onlra to tact Name
C 0, CO
ta t Phone
Revision I Plan h,,klPen,,tF,,(s)Due-
Description of Proposed Revision to Existing Permit:
Additional Increase in Building Value: $ Additional S.F.-
Site Plan Revised: Public W/U Approval:
By signing below.I(print affirm that the above revision
is inclusive of the proprosed changes.
S i gn<ff�m of�C.on ac n t nuAcn m u st s ign i f i n c re n v al M i on) Dat4.
Offim U�Only
Dnn�: 317112 ApMved: /21 r1l" Rejec�:- NofifiW by:
Plan Review Comments:
Ud P/eare CAanA� scopz��t
vptm� 0W OP-e�m;4- S' ovla M-C VILew-A Z-1 oOVI.VeD
DepadMent review required Yes -No
Wilding
7a nn n, 1,Zonin,
8 ou�
re, 6hato, Plans Examiner
'bl, Wo
,n
P blc UtItt", 317,417
Publ,c Safety Date
F S"".,
City of Atlantic Beach APPLICATION NUMBER
Building Department Cro be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach,Florida 32233-5445 1'7-IS, 10 -2,1 S,�-
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: zL2 /17
City web-site: http://�.�ab.us
APPLICATION REVIEW AND TRACKING FORM
e_
eLv P, L CAKGS Department review required Yes No
Property Address: (aU
Applicant: �40WA-P_o (2_aK_-,&T ft�a Zo n I n g
I ree Administrator
Project: L L� A3 G� t�`6 M CR—'� Public Works
Public Utilities
Public Safety
Fire Sertices
Dept SignaturE�r���
Other Agency Review or Permit Required Review
of Permit=pty Date
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Amy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other.
APPLICATION STATUS
Reviewing Department First Review: EgApproved. [-]Denied.
(Circle one.) Comments:
E�;r
PLANNING&ZONING Reviewed by: /71!)�' Date: 1;?
TREE ADMIN. Second Review: E]Approved as revised. []DeniZd.
PUBLICWORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: — Date
FIRE SERVICES Third Review: [-]Approved as revised. DIDenied.
Comments:
Reviewed by: —Date:—
Revised 06M4109
Feb, 1, 2017 12:42PM No, 1112 P. 1
BUILDING PERMIT APPLiCATIoN
OFFICE COPY CITY oFATLANTic BEACH
900 Seminole Road,Atlantic AM14 FL 32233
0Mcc(904)247-5826 Fax(904)247-5845 17-StOE-3 (54-
JobAddresu: MMLVA�BOMWA�o�K3= Permit Number:
Leghloescription 43-1II7-2Ii4*EiIELVAr T.21.0T74 ism"..
amffl 01 Pa"ce Sq.F1
re L muna-hested/coaled
Valuation of Work$ mnag, Pr.pond Work NqVi-die..I,d Intel d!
Clan ofWmk feint.ma): N. MdRunt Alloraiwa Repair Move Dentalition poolispa window/tIm
Ir an cxIs(fingslaux or,,Is a fin sprin Waimea,Installed?(Cird;one);
Use orellsting/proroscd structure(,) Coammadd R"ics,'No NIA
I
Florida Pmduci Asprowal 0
ror multiple pro ucts use-pr-oUuc-FA-p-Vrov-aTro—rm
Describe!it demil the type of work to be pe formed:
—Q,:�20n-ci A24nt�-- -
Ctmula0wourInfirmailo I n!
N,,,,--ANNGWAM --Adchnsts- MGRLVA�SCIA(aff
City aosAAAK;6� SmN_nZip2EH__pb000 9044034HI()
E-Mail a,Fav#(Optional)
Contractor Information,
ComparsyName. 11MMOCONSIRan'211014 —Qualifying AlCURMMY&M
FE
Addasr city ontasssE ARX Isue-m-21j, 32013
offleaphone mu-1112 bbsiletconstactNumnic, se" "I I'M
Slate CerfinationnRegistration As =(51314
Architect Name&Ph.#
Enginmi's Name&phone as
Fee Simple Tifle HoId,r Nomn mid Address,
Reading Company Name and Addras
Mortgage Lcndcr Name and Address
.hu�,V
No� =.WMN
the
jar k
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS
TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y6U NOTICE OF
COMMENCEMENT.
,WA, s. IV
SigndL=OfC Iffi(Wrzs.�S�
print Name, 0 :[DLVM
I and sub before ma S v Flubs ZIMM &0
.y of 20/7
IRM- amps =;;7 (I I,!ZY r or
6il _,nIIA �= W&M
R P m.'ary,71L. -
Royissallil-26.10
"KAYLIINLTHER JENNIFER KINKI
its "Ro
:F.M*C- $Ion I FF "duty P-blic-811,14 of FlothI4
0 ; 'S MYCOM- 9-01101117.2017
reas ItXeryF14
ppea4tesooZI
NIVOL
r.1s41 IT4=2�0 COMA1153lov An IF 035309
gannod Thlough national Navy Assn'
Feb. 2. 2017 9: 35AM PC � —19'/7— ��/ T-'S7'/No. 1116 P. I
NOTICE OF COMMENCEMENT OFFICE COPY
Slatcor Noll Tax Folio No.
County0f 0avil I —
To Whom It May Concern:
The undersigned hereby informs you that Impionments will be made to certain real property.and In accordance with Section 713 of
(he Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMEW.
Legal Description otpropefly being improwd: 43-11 17-28-29E SELVA LAKES UNIT 2 LOT 74
Addressof property being Improved: 003 SELVA LAKES CIRCLE ATLANTIC BEACH FLORIDA 32M
GeiieraidescriptioiioflimpmvemenfS: FXTERIORDAMAGFRGPAJRS
Omer: ANNOWATTS Addrona: 6D3 SELVA LAKES CIRCLE ATLANTIC BEACH FL 32233
Omer's interest in site of the lintimmneirt; OWNER
Pee Simple Titleholder(if other than owner):
Name:
Contractor; HOWARD CONSTRUCTION
Address: 5110-3 WELLS ROAD ORANGE PARK FLORIDA32073
Tcicphormlsio.: 904-541-1112 PaxNo: 004-541-1103
Surely(if any)
Address: Amoumof Bond S
Telephone No: Pax No:
Name and address of any person making a loan flur the con3hruction of the Improvements
Name:
Add...:
Phone No: Fax No�
Name or person within the State of Florida,other I lian himself,designated by owner upon whom notices or other docunients maybe
served: Name:
Address:
Telephone No: Pallo:
In addition to himselF, owner designates [lie following person to receive a copy of the Lietior's Notice as provided in Section
713.06(2)ft Florida Statues. (Fill in at Omer's option)
Name:
Address:
Telephone No: Fax No:
Expiration dale of Notice of Conamencement(the expiration date is ow(1)year from the date of recording unless a different dole Is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWN"
S it, d. Data IldIll 7
Be
r
00C#201 zo2a216 to.me this loyof -jj&&k,,tW 2V iritlaccojinyoviJaml,siffic
Nuartbqor Fall.., 'OR OX 178M OfFlorld%has�12�--uy-p rld , Q, �tcffl —
ReWde,joiji PIP 2422. Nouny Publi.at Lap,Situl= r�aray orl).�.t.
Retail.F at 10-32 AM My on"a"a
' 0a
arson"' r
COUNT)�aoaau ILERX Clijolor.COURT OUVAt PP dc ced`ift'"m�'�M
RECORDING$joco
PAUL S. LI, P.E. #18305 FL
DESIGN & CONSULTING ENGINEER
8160 Baymeadows Way West, Suite 145
JACKSONVILLE,FL 32256
Ph/Fax: (904)737-6876/737-2385
Proiectff �, _70 /'Z3
CITY OF N�F�NE BEACH BUILDING DEPARTMENT
WIND LOAD
BASED ON THE FLORIDA BUILDING CODE 2014 RESIDENTIAL,
FIG. R301.2(4), TIES SITE IS IN TBE 42�-WH ZONE. PERA...SCE 7-10,
METHOD 1, THE EviPORTANCE FACTOR .,S 16 TBERISK
CATEGORY IS 11, AND THE EXPOSURE CATEGORY JORAN
ENCLOSED BUILDING.
ROOF ANGLEA = tan -' C�IZ,
= -26 56 0
M(EAN ROOF HT = 1 -7 16- -t-
= Itz I
BEIGHT & EXPOSURE ADJUSTW[ENT COEFFICIENT
ww = k 5no'f 41 ',P � r5F
ROOFLOAD FLOOR LOAD
L.L. P.S.F. L.L. -1�0 P.S.F.
D.L. P.S.F. D.L. A�5 P.S.F.
T.L. 7 P.S.F. T.L. 4;7�� P.S.F,
OFFICE COPY
Pei; 1-14
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DAMAGE LIST: WORK LIST:
"DESIGNER 15 NOT F-ESPONS15LE FOR AN-1- FAILURES 5Y THE DISCRETIONARY CHANGE(S) GENERAL NOTES
TO THE EXH151TED C)RIGINAL DRAWINGS 5Y OWNER OR 5UILDER- ALL CHANGES TO THE DRAWINGS THIS REPAIR PROJECT 15 BASE ON VISUAL INSPECTION: 1. INSTALL TEMPORARY SUPPORT SYSTEM BEFORE REPAIR. 1, DESIGN LIVE LOADS
*TERMITE 4 WATER DAMAGE ITEMS- 2, REPLACE FIRST FLOOR BASE PLATE WITH 2x4s P.T. AND FASTEN ROOF 20 f-',S.F
AND DESIGNS MUST 5E APPROVED 5Y THE DESIGNER; ALL COSTS OF TESTING, CALCULATION AND TO CONCRETE FOUNDATION. FLOOR 40 f:>,S,F
1. THE TIMBEIR SHEETING HAVE BEEN REMOVED, 3, REPLACE ALL DAMAGED FIRST FLOOR STUDS W1 2x45 SPF 02 2, FLORIDA BUILDING CODE 5th EDITION - RESIDENTIAL EXISTING BUILDING REPAIR.
PROFESSIONAL ENGINEERING SHALL 5E PAID 5Y THE OWNER." 2, FIRST FLOOR BASE PLATE HAS DAMAGE IN SOME AREAS, s 1(0" O'c' THIS BUILDING 15 NOT LOCATED IN THE WIND BORNE DEBRIS REGION
3, MORE THAN HALF OF THE FIRST FLOOR VERTICAL STUDS HAS 4, REPLACE DOUBLE TOP PLATE, BASIC WIND SPEED 130 MPH
DAMAGE, 5. REPAIR DAMAGED END OF FLORR JOIST. WIND IMPORTANCE FACTOR 1
5010 4, 50TH TOP PLATES ON FIRST FLOOR SHOWS DAMAGE. BUILDING CATEGORY TYPE 11
5. A FEW EXTERIOR END OF THE FLOOR TRUSS ARE DAMAGED. WIND EXPOSURE C
EXI G TO REMAIN (o. 50ME LOWER PART OF THE 2ND FLOOR STUD WALL5 HASTERMITE COMPONENTS/CLADD ING PRESSURE (P.S.F.) N/A
DAMAGE. THERE 15 AT LEAST ONE SOLID STUD DIRECTLY * DENOTES END ZONE
UNDERNEATH THE 2ND FLOOR STUD WALL. INTERNAL PRESSURE COEFFICIENT
OPEN 1.0
PARTIALLY ENCL05ED N/A
ENCLOSED 0,18
3, MATERIALS
STRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED NO.2
MEDIUM GRAIN, SURFACED DRY,
MOISTURE CONTENT le% Max.
12 TIMBER CONNECTIONS: AS SHOWN ON PLAN OR EQUAL TO
SIMPSON CO. "STRONG TIE" CONNECTIONS
(o R EQUAL, USE MANUFACTURER I's
RECOMMENDED GALV. NAILS.
BOLTS ASTM A-325
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY
FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE
STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL
w
STRUCTURAL MEMBERS.
5. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING
lu STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH EX15TING
CONDITIONS, DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'6 RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EX16TING
STRUCTURE WHERE THE EXISTING STRUCTURE 16 TO BE MODIFIED TO ACCOMMODATE
NEW CONSTRUCTION AND To PROTECT FROM DAMAGE THOSE PORTIONS OF THE
EXISTING STRUCTURE WHICH ARE TO REMAIN.
SIMPSON H2,5A TOP PLATE TO STUD
2N D f L 0`0 R
A A A A
V A v V v I I i , A V
A
A I A
V V V A >
402ro A A
V A k H V-
V A
A A
V A
V V V V V (2) #2 S,f=,F, STUD 16
A -N V A A
A A
A
Vv Vv IV,/ 1 11 v /I v wl R-13 INSULATION
> > V V I
A A A u LY r
V I
.1 A v A A A A >
SECOND FLu"&0"` EY PLAN-
SCALE.- 3/16" 1'-011 FRONT ELEVATION' REAR ELEVATION- EXISTING WALL FINISH
SCALE: 1/4" 1'-0 SCALE: 114" 1'-011 3/4" PLYWOOD X 2'-0" LONG 2x4s 5ASE PLATE
ON EACH FACE SEE FLOOR FRAMING REPAIR DETAIL
></ /></
5040
3S.2 <42,
(2) 2x8s 1*2 S.YF,
W1 (3) 2X4s 02 S-Y,F, (2K —7
2x4a 6.Y,F. #2 x 2 -0 E- 7=
2x4s eASE PLATE
EXISTING TO REMAIN
TOP PLATE
SIMPSON CS1ro ENE) LENGTH 12" MIN,
6 V di
co
Ift: x 10
FLOOR SYSTEM REPAIR DETAIL
SCALE, 1.0000" 11-011
3
cq
X
X
C'4
cf)
I.- I - - - - I I- - I I- - I I- I I I - I `- - I - I I
3e,2 <42,1>
(2) 2x&s #2 6,YF, w/ SIMPSON SSP
(3) 2X s 02 5,Y,F, (2K/IC)
2x4s P.T. uj/
5040
EXISTING TO FRF�AIN
A,5. wl NUT AND WASHER 32" 0,C,
/2"1
EXIST FOUNDATION
-FREFLACE HEADERS 4 12
SUf=f=OfRT AS NEEDED ro TO REMAIN
(t-IINIMUM SIZES &HOWN),
1/ 11 lit " It TYPICAL WALL SECTION
r�)-,-4 M A GE 11 1 11 -
I - SCALE: 1,0 0
AREA CODE COMPLIANCE
FLOOR REVIIEWOF'Oi � I -
CITY OF ATLANTIC BEACH
t SEE PERMITS FOR ADDITIONAL OFFICE C Py
REQUIREMENTS AND CONDITIONS
--------------------------------------------
REVIEWED BY: DATE:
/===\j
TERMITE DAMAGE REPAIR FORI.
ANN C WATTS
roO3 SELVA LAKE CIRCLE ATLANTIC BEACH, FL
16C70 SCALE AS NOTED APPROVED DRAWN 5Y CSL
Yr
DATE 02/20/1-1 -REVISED 02/21/1-1
All
LEFT ELEVATION FAUL '5* L1, f=,E, #15305 FL
P14: `304-131-65 o EM,41L-FaulLiEne- a5ELLSOUT�4.NET
SCALE: 1/4" 1"-011
WING NUMeER
#145 DRA
00-UND FLOOR KEY PLAN- NO alroO 5AYMEADOWS WAY W1
E:1
SCALE.- -311ro" I'-011 JACKSONVILLE, FL 3225ro
"DESIGNER 15 NOT RESPONSIBLE FOR ANY FAILURES 5Y THE DISCRETIONARY C.HANGE(S)
TO THE EXH151TEP ORIGINAL DRAWINGS 5Y OWNER OR 5UILDER. ALL CHANGES TO THE DRAWINGS
AND DESIGNS MUST 5E APPROVED 5Y THE DESIGNER; ALL COST5 OF TESTING, C:ALC:ULATION AND OPENING FLASHING DETAIUMETHOD A-1)
PROFESSIONAL FNGINEERING SHALL 5E PAID 5Y THE OWNER. WEATHER RESITIVE BARRIER (WR5) 4PPLIED FIRIOR TO THE WINDOW INSTALLATION.
FLASHING AF"F`LIED OVER THE FACE OF THE MOUNTING FLANGE. FRAM? STUCCO
SYS E SYSTEM
SECTION A R-13 Min. Insulatior
STEf=>5 THROUGH WINDOW JAM5 I
STEP I:
G)IN WATER SHEDDING FASHION,
57EP 1: INSTALL CORN PATCH
CENTERED ON OUTSIDE STARTING AT THE BASE OF SHEATHING
IN5TA[L CORNER PATCH
CORNER.
CENTERED ON OUTSIDE THE WALL 4 WORKING TOWARDS
CORNER.
STEP 2: THE TOP, INSTALL THE WRB FLASHING
SEALANT BEAD
STEP 2: INSTALL-A—AS TYPE III TO THE FACE OF THE
IN57AL_ APE AS TYPE III PAN F_A5HING. BEHIND MOUNTING MEM5RANE
SHEATHINn,
PAN FLASHING. FLANGE. (optional)
I 4M EN AM-TURN UP APPLY SILL FLASHING
Z 11 1 In I I N ATOAMB MIN.2-NrLFS WEATH="
�V-END DAM-TURN UP I
)A5
APPLY BEAD OF SEALANT
AT JAMS MIN.2-11
AT BACK OF WINDOW
FLANGE 4 SET WINDOW USING Over a h,
SEAL THE WINDOW FRAME TO
PAN HEAD SCREWS TO SELF- URRI G
0,
OPENING. APPLY A 3/a" NOM,
IT FACILITATE INSPECTION. LATH 3,4 lblsq �d
DIA, TO THE BACKSIDE
APPLY BEAD OF SEALANT AT -- — — — — —
CORNER�ATCH 61DE JAM55. EXTEND 8 1/2" (INTERIOR)OF THE WINDOW \/
CORNER PATCH FLANGE, IN LINE WITH ANY PORTLAND
APPLY JAMB FLASHING �PIWR
PRE-PUNCHED HOLES OR SLOTS. I=
MIN. APPLY BEAD OF SEALANT
1/2', THE CORNER F`ATCH 15 A FLASHING
tMIN, -HE CORNER PATCH 16 A RECTANG�AR STRIP 0- EX7END 5 L_END PIECE AT HEAD
ReCTANG LAR STRIP Or FLASHING TAPE,PLACED INTO PAST Are MIN. x .5 T
EXTEND SILL END PIECE THE C FINER OF THE WINDOW 2-INCHE APPLY HEAD FLASHING
FLASHING TAPE,PLACED I TO PAST JAMB MIN. OPENf ND FOLD ONTO SEALANT BEAD BETWEEN
r
THE_ORNER 09 THE WINDOW FNG A'
2-INCHES THE AGE OF TH W.R.S. ARING IBEAD
DETAIL Af OPENING AND FOLDED ONTO (�JAM5 FLASHING FLA5;�ING AND MOUNTING
OVER-HE WALL SHEATHING REMOVE PREVIOUSLY APPLIED
THE=ACE OF THE UJ�R_5. i/1 a from
DETAIL.51, OVER THE XALL SHEATHING DETAIL TAPE,ALLOWING WRB TO LAY APPLY CONT. SEAL TO THE MOUNTING FLANGE. Clal::)
1:1 DETAIL 'A' DETAIL `15' FLAT OVER HEAD FLASHING. FLANGES AT THE TOP(HEAD)AND bead"t6 f lashin!@
DETAIL CI' DETAIL 'Al' DETAIL '51' (�o APPLY NEW SHEATHING TAPE SIDES(JAMB5)OF WINDOW. EXTEND for expansion
DETAIL OVER DIAGONAL CUT-SEE SEALANT AT JAM55 8 1/2" A50VE
DETAIL q' DIAGRAM, THE II AT HEAD. EMBED JAMB FLASHING with
STEP 3; FLASHING INTO SEALANT AND WINDOW END DAM,
STEP 3t DETAIL D' ;zz�JA 5 PECE STEP 4: FASTEN IN PLACE, (FLASHING
JAMB P�ErE ONTINI US'AN AND GOES OVER SEALANT). SYSTEM set in sealant
AM!:,
AMS SIDE FLAN E PECE
J TO FACE O�WALL. TURN AROUND CORNER __V
Are 6,DE FLANGE 70 FACE OF IALL.
TURN AROU14D CORNER y. SECURE WR5
"TALL TAPE AS PAN AT HEAD
ANY CODE RECOGNIZED PAN FLASH NG, TURN'UP
FLASHNG HAT 5ATI5XIFS-HE AHE'S MN.&-INCHES.
AN'�CODE RECOGNIZED N
E2112-O'IMAY BE JI N HING--AT SA71S�E T E Example of window membrane f lashine
LIEU 0=A50VE. FLA
RE
UIREMEN75 OF A57r
-0-MAY 51E USED N Use membrane f lashin(
_q when appl�inIq c1rade L
LJE.OF AII ----------- FLASHING AT HEAD -Manufacturer s I stTuctions
EXTENDS I"BEYOND paper or follow the
TURN JAMB SIDE JAMB FLASHING. for code approved weather barrier product.
TURN J�15 51DE FLANGE DOUN OVER
BILL AND TEND
FLANGE D WIN OVER :AST rILI_ENI� (f)HEAD FLASHING
5ILL AND EX7EN ECE
STEP PAN FLASHING FAST BILL END 4 STEP PAN F-Lo4SHING EMBED 50TTOM OF THE
PIECE
DETAIL "Cl, OF-TAIL `C' r->ETAIL `D' HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
SEALANT SEALANT(FLASHING GOES
OVER SEALANT). EXTEND
TEP
T-P
X
F
Lf-N
IAMI DA ONT'
A,,
TURN
,A'e
TURN C
To F_
Re�SA S
A
URN
HEAD FLA5HING BEYOND SHEATHING
EACH JAMB FLASHING.
FASTEN IN PLACE.
Flashine Details (Alternate)
611, 11 Flashing Deakta,118
11A
JAM5 FLASHINq--,_ A > MEM5RANE
EXTEND JAMB FLA6HING FLASHING
TO OVERLAP SILL
FLASHING. EXTEND WEATHER
JAMB FLA6HING 8 1/2" BARRIER
SHINGLE MANUFACTURER'S A50VE ROUGH
SHINGLE MANUFACTURER'S OPENING AT HEAD.
APPROVED INSTALLATION APFIROVED INSTALLATION TUCK TOP OF SEALANT
INSTRUCTIONS INSTRUCTIONS ROOF DEC<PROTECTION JAMB FLASHING
SHALL SUPERCEDE GENERIC, DETAILS SHALL SUPERCEDE GENERIC DETAILS UNDER THE FLAP
OF WRB AT THE
CLA65 A FleERGLASS-ASPHALT COMPOSITE SHINGLES HEAD. SEE DIAGRAt-1,
3/0" OVERHANG AT EAVE AND RAKE SILL FLASHING
EAVE FLASHING
SHIM AN[) ADJUST WINDOW TO ACHIEVE SQUARE,
FLLJMB,AND LEVEL CONDITION. USE CORFRO51ON Cut membrane f lashin!@
HANGER,3'-0" O,G, RESISTANT FASTENERS. FASTEN WINDOWS PER
0 WINDOW MANUFACTURER SPECIFICATIONS.
FASTENER.
...................................................
WOOD MOLDIN6; r�')UPPORT WEATHER RESISTANT
1100 MIN, �l LNE I I — - 4 OW 4�j
LOCATE ALL FASTENERS WITHIN 1/2" OF THE EDGE BARRIER (WRIB) ROUGH WIND
OF THE FLASHING AT A 45 DEGREE ANGLE,CAREFULLY (_-�UT THE OPENING
WATERTIGHT BARRIER ON A DIAGONAL. SENTLr'RAISE THE
TOP EDGE OF THE BARRIER UP AND TAPE THE
LEAK BARRIER OR EQUAL TOP CORNERS AND CENTER TO THE EXTERIOR
<ICKOUT FLASL41NG DETAIL ROOF DEC< PROTEC71ON WIRE,SURFACE ABOVE.
...............
EXTEND LEAK BARRIER OR
..................
EQUAL AT LEAST 5" (12"Imm) INTERIOR VIEW
................. ..... ..... C-LA66 A F15EFI�,-,45PHALT COMPOS17E SHINGLES
UP WALL TOF` LEFT CORNER OF WINDOW
.......... ..... ..............
......... ............... 3/a" OVERHANG AT EAvE AND RAKE
......... ..I.,.................
......... ...................... ROOF UNDERLAYMENT
7 .............
...............
.7 7 CLEAT
......... . NAIL FLASHING TO ROOF,
.. .......... .... FRAMING SYSTEM STUCCO SYSTEM
2 NAILS PER STEP FASTENERS
R-13 Min Insulation
............ FLASHING. Stucco Termination
.7...........................
---------- ..... .........
STEP FLASHING POSITIONED
OVER SHINGLE 50 THAT
SPACER,3'-0" 0,C,
NEXT COURSE OF SHEATHING
SHINGLES COVERS IT FASTENERS
The termination of the stucco at the base of a wood structure
COMPLETELY
VAPOR FLASHING
shall be per ASTM C132ro 42,2.2, A drip
SIDING SERVES AS RETARDER
MEM5RANE (optional)
COUNTER-FLA5HING
screed installed perASTM Standard 1063-03. See below-
OVER STEP FLASHING
ROOF DECK PROTECTION
WEATHER 5ARRIER
CUT SHINGLES TO FIT AROUND FLASHING 2 La�ers grade D paper
TO LEAVE A 1/4" CHANNEL CLASS A 1=15ERGLASS-A61-HALT CCMF-061TE SHINGLES or approved ei:�ulvaient
GYPSUM
QUARTER SIZE DAB OF OF
3/8" OVERHANG AT EAVE AND RAKE
ASPHALTIC PLASTIC CEMENT
SELF-PURRING LATH
RAFTER
LEAL) JACK OR PRE-FLASHED PLUMBING VENT 3.4 Ibl5q �d
FLASHING MIN MOULDING
SPIKE AND FERRULE,3'-0"O,C, (MAX)
PORTLAND CEMENT
PLASTER
MIN, INSTALL KIC<OUT FLASHING MANUFACTURERS
AT 50TTOM OF ROOF 4 WALL
OU 3 Coats
INTER5ECTION 2" BEYOND &PFIROVED INSTALLATION 0 , 00 0 0 0
NOTES: no 'D 000 .0 0
L) INSTALL 24"WEATHERWATCkPOR 6TORr-iGUARL9LEA<BARRIER TARGET SHEET OR EQUAL. FASCIA INSTRUCTIONS CP 0 1/2
2,)DO NOT FACE NAIL THE PLUMBING VENT FLASHING, SHALL 5Uf=ERCEDE GENERIC DETAILS WEEP 5CREED
@ 00 0 cr--P 0 0 Minimum 4"
GENERIC: (F5CR 5th Ed, RB05,2,0,3) GENERIC: oc�) 'Q
GENERIC, STEP FLASHING AGAINST VERTICAL Ld HANGING GUTTER INSTALLATIONS 000 � 4 (0 (9 0 0(�o above grade
PLUM5ING VENT FLASHING DETAIL OQOCR. (2�:p qj 0
SIDEWALL DETAIL It T
_j (�)od(6_(�) dD -1
CP OCI) a op 0 oFOUNDATI CI
,,04 0
o 0 A 0 —1 - 4
please note the position of the 055, It is raised off the concrete and o 7 .5
all!!@ned With the face of the foundation. Care must be taken to r r_�T
construct foundation walls strai&t and true. In area where the 4
bottom of the 055 is exposed it shall be exterior erade or otherwise
SHINGLE MANUFACTURER'S SHINGLE MANUFACTURERS SHINGLE MANUFACTURERS protected as approved b� the Buildine Official. eOAF informal Weep screed Top FLASHING WEATHER 5ARRIER
AFIFROVED INSTALLATION APPROVED INSTALLATION APPROVED INSTALLATION interpretation Number 26156, attached, ma� be used lb� the 5uildine overlaps bottom upper overlaps tower paper
INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS Official for 5@uIdance as to the intent of the Floride Buildin!@ Code,
SHALL SUPERCEI-DE GENERIC DETAILS SHALL SUPERCEDE GENERIC DETAILS SHALL SUPERCEDE GENERIC: DETAILS SEALANT SEALANT
0
C:orrosion
0
Accent strips should be installed over the brown coat or the resistant
0
CENTER FULL WIDTH ROLL OF LEAK substrate. if installed over the substrate it must have lath and metal or
BARRIER. DO NOT PLACE FASTENERS 0 Plastic set
corner beads. in SEALANT.
WITHIN III (IE52frIr)OF CENTER
LINE. 0 bead
EXTEND END SHINGLE AT LEAST 1211 WEEP with weep
holes MASONRY
ALONG RAKE,PUT (305mirr)BEYOND THE CENTER LINE. HOLE
SC:REWS
NION-CORRODING METAL DRIP ............. NAIL,PUTTING EXTRA FASTENER IN
WOOD DEC<
%%'.*.%'.'.*.,.,.,:.*............ TOP CORNER OF SHINGLE.
EDGE ON TOP OF FROOF DEC<
PROTECTION. .......
CLIP SHINGLE CORNERS 45'TO
..................................
...... .......... KEEP WATER FLOW IN THE VALLEY
............... :.....
................
......... CENTER.
COMPLETELY COVER THE DEC<
.....................................
WITH TWO LAYERS OF ROOF DECK 5tucao F
......... ... ...................
....... AST ro"
PROTECTION AS SHOWN. CARRY UNDERLAYMENT AT LE
(152mm)OVEfR LEAK BARRIER.
.......................... ........ ............
5CALE: N.T.S.
START PERE
0 ...........
.................. ..................................
2"(51mm)MINIMUM HORIZONTAL ..............
0
LAP AND 4" (102mm)MINIMUM
5" EXPOSURE
.... ......
START HERE VERTICAL LAP 0
OVERLYING SHINGLES MUST BE CUT
60 THEY AIRE 2" (52rn)AWAY FROM
0
OF VALLEY CENTER LINE.SEAL THE
5-- VALLEY SHINGLES TO EACH OTHER
L;5ING PLASTIC ROOF CEMENT.
ALONG EAVES,PUT LEA<BARRIER
ON TOP OF NON-CORROSIVE METAL
FASTENER DRIP EDGE. MECHANICALLY FASTEN
DRIP EDGE NO MORE THAN 4" C,C,
LEAK BARRIER MUST NOT
WALL LINE OVERHANG THE EAVE EDGE BY
MORE THAN 1/4" (&mrr) I
LEAK BARRIER SHOULD EXTEND
24" (610mir)BEYOND THE INSIDE
WALL LINE,
NOTE, TERMITE DAMAGE REPAIR FOR:
I, AT EAVES AND WHERE ICE DAMS CAN BE EXPECTED,USE ONE LAYER OF LEAK BARRIER.
GENERIC GENERIC (F5CR Eth Ed, R905,2,5.2 (3)) ANN C WATTS
UNDERLAYMENT LAYOUT CLOSED C:UT VALLEY 603 5ELVA LA<E CIRCLE ATLANTIC, 5EACH , FL
GENERIC FOR ROOF:SLOPES 4:12 OR MOIRE
HIP 4 RIDGE C,0N5TRUCTI0N DETAIL I CONSTRUCTION DETAIL 5 CA L E AS NOTED APPROVED DRAWN 5Y CSL
REVISED
DATE 02/20/11 02/21/1'1
FAUL 5, LI, F,E, #1a305 FIL
PH: e04-131-60716 EMAIL.-FaulLiEn!2,aBELLSOUTH.NET
8160 5AYMEADOWS WAY W, #145DRAWING NUM5ER
JAC<SONVILLE, FL 3225ro 110123-52