Plans 531 Pelican Key(vault) 6il(nelas to ratch texistir1q,
6sIF adhabive membrane
-4 1 1
777
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7 F r 1.111-7—
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L Addition for 1`1r, 4 Mrs Coesurn
_T_ Lj_1 -,-!____1 ____I-I-I exl5tfne home no work
-i I T
T F- T 17 r- Pelican f<
Atlantic e(sacll�, Florida
LU;101CLus to match existfne In color st�ls 4 trim left elevation
P4UL 5, LI, P.E.
DESIGN 4 C3:0N.SULTING ENGINEER.
FI.E, 18305
2218 CYPREE:�5 GREEN DRIVE, SUfTE 10
J4C<t�ONVILLE, FL 32256
Ph/Fax; 737-6816 131-2305
attached toLumhoms
12
flashing 4 trim to m,atch ex[stime, Seaeull Gra�
ballon fratne
Coquina to match existing
in deslt�, color and t�ps
r
Lj
rear
T
IF L L L I
T_ j !- I— -_ -�__
T 4_1
L
F
E—T
party wall
rieht elevation
Addition for Mr. 4 Mrs Coesurn PAUL S. Lill
DESIGN 4 CONSULTING ENGINEER
531 Pelican Ke� F.E. 1030t'.'
Atlantic Beach, Florida e210 CYPRESS GREEN 1-;)RIVE, SUITE 10
JAC<SONVILLE, �F-L 3225(o f=1
'r
Ph/Pax. (SO4) 131-60- -131-2305
00' 2xI2 SYP rafters m 16" cc insulated
X8 S�p valls� rafters
x12 SYP valleS board
rafter +- rIAejfp*-
rafter to Olate H2,Ep
rafter to valleg oard A-��S
valley board to truss (5) 131 a na f I s to I ntersecv-o+ino truss
tL/h e r e cl� 1A VOIle-1 6oard , s Ic? y ed or, .4,op o
C)C)-F , 9 C>0-p S A 0 1/ 10 4-' -3 1 Yr/'pjp P-d 0 r
So 4k,& -j Uqjley f3cxav- lay - -Ptci
P c L 1 CJ &
d-ec�- 9 4-�e (5-) 13) oliq, na'yh' Pvne-Ara4e- -Pvllt I-rl 'to
r - - - - - - - - - - - - - - - - - - - - - - - - - - X-i 's i--n.c;3 4v-u3 se-T b�e /ow, 1-na Jmg�O�r
- - - - - - - - - - - - - - - X
77f7
- - -- - - - - - - - - - -
4 I-all
roof framin!@
Addwon for Mr, 4 Mrs Coesurn V
FAUL 8, LI, fO.E,
531 FskcOn Ke� DEESIGN 4 CONSULTING ENGINEER
Atlantfic EBISach, Florida F,E, 10305
1B215 CYPRE55 GREEN DRIVE, 5UITE 10
JACX50WILLE, F-L 3225(o paee
PH/Fax; OB04) 737-6816 / '131-2385
Duval County Wind $PeeO Zon ft-
wind eneineerine eeneral notes 4 Jesipen criteria
1, CODES; Florida building code (2004 Sdftfon).attIr_'ndS'awpa 4ap'a (latest editions)
2.LIVE LOADS;
roof live load-top chord..,..................20 psf OLD MN
3,11JIND LOADS, basic wind speed (v)=120mph
Importance F'actor (1) = 1.0, building cataeor� 2 ob location
Internal pressure Coefficients .15 (enclosed) ..... .
min dp on openings 40 psF
4.Materials;
concrete; normal weicht, min 3000 ps!620 da�s w/fibermss�,i reinforcement
ffbermesh;1/2" monofflament, dosage; 3/4 1!::) per cubic �ard
lumber; wood construction in accorclance with chapter 23 e0f the 1)
studs; spruce, pine, fir, mr-113 02 14 2'1 M1140
.......... I I _Z_ I:::]
M"
all others; southern �sllow pins, mcl% 02
exterior shear wall sheathing, all exterior walls are shear' w6015, Front oF TownHoms
-111ro 11 thick apa approved For all roof sheathing and wall panels Addition 10 Rear
exterior sheathing Fastening;
for wall; fasten 7111ro"thick sheathing ad e
on centers of supported edees(in the seams) and I"
on Intermecliate supporWfn the Field). reduce nail
spacing to 4" on centers, around openings and aloria double cap plate
for roof- fasten 111ro' thick sheath'!nq w/ 86 ring sh,�inko rolloc seams 4 field
framing anchors; noted on plans lo� "Simpson" or engineer approved equal
threaded rods; astm a-301
washers; astm P-436
nuts; astm a 563. grade "a" Hex
epox�; simpson strong tie cc product; "set" adhesive
FOIOTING DEPTHS SHOWN REPRESENT THE MINIMUtn" DEF-H TO WHIC>4 FOOTINGS SHALL BE CAF-.,�.IRIIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TO 05TAIN SUITABLE BEARING.
ALL, UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED WITH FOOTINGS FRESTINra ON UNDI,,6TLJRBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,500 P,S,r-.
UNLE55 OTHERWISE SHOWN OR INDICATED
TH=- CONTRACTOR SHALL VERIF'r- ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE pIROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE
TO THE EXISTING STRUCTURE,
TH7
IC- CONTRACTORS SHALL VERIFY ALL MEASUREMENTS NECESSAR�' FOR PROPER FABRICATikON AND ERECTION OF ALL STRUCTURAL MEMBERS
5EF;ORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT 70 THE EXISTING STRUC7URE. THE. CONTRACTORS SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS.
DUSPZING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE T �4-:�t5�rN
STS�UCTURE 15 TO BE MODIFIED TO ACCOMMODATE NEW CONS RUCTiON AND TO PRO7ECT FR(�>!M DAMAGE TH08E PORTIONS OF THE EX18TING STRUCTURE WHIG IIEM116
F E C P y
Addition for Mr. 4 Mrs Goeeurn PAUL S. LI, P,E,
DESIGN 4 CONSULTING ENGI
531 Pelican Ke� P.E. 18305 REVIE'W'ED FOR CODE COINIPLIANCE
132113 CYPRESS GREEN DRIVE, SUIT 10 CITY OF ATLANTIC BFACH
Atlantic Beach, Florida JACK50NVILLE, =� L 3225(o SEE PERMITS FOR,ADDITIONAL
Ph/Fax; (904) 131-601(o / -731-230 NTS AND CONDITIONS.
REOUIREME
REvjEwED BY: DATE:
�I P-//L
I - —� - I ----, Framing notes
]a' plate r,
all heao[srs (2) 2xI2 SYP w/
2 cripples 2 king studs
ballon frarne
double 2x4 spf wall SPI-14 10 32" cc
H2.5 6 rafter to plate
A A-35 rafter to ridge/ valleS locard
p 2x12 valle� board to truss
X
(5) 131" dia to each intersecting truss
expanded dining rocin MeLu
media roorm
--------- ------------------------------------- - ---------------------------------------
--------------
refno,-,,(e existing ext Luall_
---------------------------- X
-9 ret,,10ve existing chase v slab
------ -------
7--- -- --- --
'o
4�4'
A�ddftion for Mr, 4 Mrs Coesurn
5�31 Pelican KeS
/-,4tlantia 5each, Florfola
X tf
ex 16 n home no work
PAUL S. LI, P.E.
rPESIGN 4 CONSULTING ENGINEER
e218 C'T'PRE56 GREEN DRIVE, SUITE 10
'AC
-<SONVLLE, FIL 3225(o
Ph/rax; (1304.) 737-&07ro 131-2305
ET - - -
- -- --- -- - - -- ------ --- -- ------ -- ---
Faee 2
Addition For ts1r. 4 Mrs Coesurn
5-31 Pelican K�p,�
12 x 20 deep mono slalo w/ Atlantic Bsac�'-, Florida
f nt be
atrine Footer
(2) 05 rebar 1@ perimeter, min 2411 lap Lu/ (2) reb I ar
on ro mil moisture barrier
PAUL S. 1-11, p,E.
over we compacted f i I I DESIGN 4 CONSULTfING ENGINEER
c3218 Cr-PfRESS GREE.N DRIVE, SUITE 10
JACKSONVILL',-=, FL 3225ro
p(pur over existing Ph/Fax; (904) 131-2385
porch slab
- - - - - - 12
'I, A
�A'
I L 1211
I int footer
12 4 rebar, epoxs into existine slalo
min 4" into slab, locations as noted
F
0.6-S. ROOF SHEATHING INSTALLED
WINDOW INSTALLATION (METHOD A) PEIRPE'NDICULAR TO ROOF: TRUSSES
WEATHER RESITIVE BARRIER(WRB)APPLIED AFTER THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE:OF THE MOUNTING FLANGE. WITH STAGGERED END JOINTe;, NWLE�D
-- - I WITH aD COMMON NAILS e dAmoomm&
I NLSTEPS) {\LSECTION A) EDGES--FQ��r,--ANjrm) INi ms
(1' APPLY 54ILL FLASHING THROUGH WINDOW JAMB
2 APPLY NEAD OF SEALANT
AT BACK<OF WINDOW
FLANGE &SET WINDOW(PAN
HEAD SZREWS MUST BE USED SEALANT B A LAMINATED SHINGLES INSTALLED
TO FAC14 ITATE INSPECTION)
-AD OF SEALANT AT FLANG . PER MrRA. RECOMMENDAT IONS
APPLY BO BEHIND MOUNT7
SIDE JAMBS
A,, APPLY JAMB FLASHING SEAL THE WINDOW FRAME TO 2xI2 SPY raFte,rs e I(," or-
APPLY BZAD OF SEALANT OPENING. APPLY A 3/8"NOM.
AT HEAai
APPLY HFEAD FLASHING DIA.BEAD TO THE BACKSIDE 12
\(INTERIOR)OF THE WINDOW 4
G'� IN LINE WITH ANY
J
PR PU�
E� CHED HOLES OR SLOTS. 7
IN WATER SHEDDING FASHION
STARTIN(�AT THE BASE OF f\LJAMB FLASHING) SIMPSON 14-2.5
THE WALIL&WORKING TOWARD FLASHING R-30 INSULATION Ip ea rafter
THE TOP, APPLY CONT.SEAL TO THE MOUNTING
INSTALL THE WRB WITH BAFFLES
ACE OF THE SEALANT BEAD BET EEN ALUM,
TO THE F1 FLANGES AT THE TOP(HEAD)AND W
SIDES(JAMBS)OF WINDOW. EXTEND FLASHING AND MOUNTING
SHEATHING. TUCK WRB UNDER SEALANT AT JAMBS 8 1/2 ABOVE FLANGE.
SILL FLAS,34HING,AND OVER THE R.O.AT HEAD.EMBED JAMB
JAMB&HFEAD FLASHING. DRIP ElDt�SE
WITH SHEATHING TAPE, FLASHING INTO SEALANT AND
CONNECT- FASTEN IN PLACE. (FLASHING NG 2x(o fac(a
THE WRB'TO THE FLASHING GOES OVER SEALANT). 1/2" GYP, 5D, CEILI
1(81 (ALL 4 SIDIES) TAPED A D R y 1)
R-I'3 BATT
INSULATION
Z FLASHING AT HEAD
EXTENDSVBEYOND 1/2" GYP, BD. 32" c
JAMB FLASHING, TAPED PAINTED r---
9) 2 >< 41(o STUDS
(1HEAD FLASHING
CEMENTIOUS CC)ATING O\/ER WIRE MESH
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST ATTACHED �!5* FELT APPLIED O\/ER
TO
THE PREVIOUSLY APPLIED HOUSE WRAP
-SEALANT- SEALANT(FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
711ro" 055 WALL SHEATHING
PERPENDICULAS�- To STUDS
WITH BLOCKING
A
4:f\LJAMB FLASHING)
EXTEND JAWB FLASHING 3' SPH41ro is 32" 0(.,,-
TO OVERLA[p SILL
FLASHING. [EXTEND
JAMB FLASNING 8 1/2-
ABOVE ROUJGH OPENING --j 9 4" SLAB
AT HEAD. APPLY TAPE SEALANt,\\' 1/2 x 8" threaaad ,cd-uL/ 2" washer,
AT CORNERgS TO
TEMPORARILY HOLD ePcx(4 11"Itc sldb
FLASHING IN PLACE SILL FLASHING
UNTIL WRB IIS APPLIED.
20"x 12"wide mv no foter
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE'
PLUMB,AND LEVEL CONDITION. USE CORROSION'
RESISTANT FASTENERS. FASTEN WINDOWS PER *5 rebar cont,
WINDOW MANUFACTURER FASTENER SPECIFICATIONS. min 24" lap on chairs
I I EE I I P�LLLz��I I F:7,11 I rZ4 I I Z-4 I I I I P:4 rzi I I r-j I I III
one wall sect I on
INTERIOR VIEW
'TOP LEFT CORNER OF WINDOW
6
Addftion For Mr, Mrs Co!@eurn FALIL .5. Ll,, F,E,
531 Felican Ke� r->EsIGN 4 CONSULTI�NG ENGINEER
F-E,
Atlantic Beach, Florfda IB215 CYPRESS GREEN r�)RIVE, SUITE 10
JAC-<SONVILLE, ;:�L. 32256
131-2385
asPhalt Shin!alss on self adhesive membrane
over 1/16" osb
2xI2 SYP rafters Lu/ R-30 batt Insulation
open
7-1 7-7 Li L--1
70 P
P, - � T, . -
4\ A
cross section
FAUL S. LI, F.E.
Addition for Mr. 4 Mrs Coe(surn DESIGN 4 CONSULTING ENGINEER
P.E, 15305
531 Pelican Ke� C3218 CYPRESS GREEN DRIVE, SUITE 10
JACKSONVILLE, FL 32256
Atlantic 5 e a a h o ri'd a FhlFax; (1304) -137-2385
C I
26
SXpatidsd dinine room new
r - - - - - - - - - - - - - - - - - - - - - - - - - - - media room
-7
z
- - - - - - - - - - - -- -- - - - - - - - - -
Addition for Mr.. 4 Mrs Coesurn
531 Pelican Ks�
Atlantic 5sach, Florida
paes a