1665 Selva Mrina Dr 2014 Plans bath remodel DocuSign Envelope ID:D2D3265B-Al9A-4Cl4-8lA9-735lA56ClA9B
REVISIONS
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EXI $TING PLAN
Clow "�l 3
SHEET NO.:
A-1
EXISTING PLAN
SITE ADDRESS.
1665 SELVA MARINA DR,
ATL. BEACH, FL 32233
DRAWN BY:
1665 ELVA MARINA DR
ATL ,NTIC BEACH , FL 32233
DocuSign Envelope ID:D2D3265B-Al9A-4Cl4-8lA9-735lA56ClA9B
REVISIONS
WOOD FRAME CONSTRUCTION
CODE COMPLIANT WINDOW INSTALLATION METPOD (FBIC-R7103,0) Z-221 21-411
WEATHER RESITIVE BARRIER (WIRZ) Af=I=LIED f9RIOR TO THE WINC>OW INSTALLATION. 31-8" 3'-811 2
FLASHING AffLIED THE MOUNTING FLANGE.
STEPS SECTION A
(DIN WATER SHEDDING FASHION,
STARTING AT THE BASE OF THROUGH WINDOW JAM15
THE WALL 4 WORKING TOWARDS 3050(NEW) 3050 'NEW)
THE TOP, INSTALL THE WRIS 1050��LWA
To THE FACE OF THE
SHEATHW-% x
(2)APPLY ISILL FLASHING (4orwl)
APPLY JAMB FLASHING G)
@ APPLY BEAD OF SEALANT INFILL EXISTING
ARDUND THE TOP 4 2 SIDES 8'-l"CLG WINDOW AND ADD
OF THE BACK SIDE (INTERIOR _69- DOOR
SURFACE)OF WINDOW
MOUNTIW_%FLAWGE.
APPLY oiscmmuous BEAD UWmFin
OF SEALANT TO 50TTOM FLASHW
FLANGE,LEAVING (2)2N GAPS. SEALANT BEAD BETWEEN 4"
&MMEDIATELY INSTALL WINDOW @APPLY A V'NOM.DIA. MOUNTING FLANGE AND
BEAD OF SEALANT TO T14E FLASHING.
(1)APPLY BEAD OF: SEALANT BACKSIDE (INTERIOR)OF: THE 68 DR(N W)
ACROSS THE FACE OF MOUNTING FLANGE AROUND
MOUNTING FLANGE AT HEAD T14E ENT114M PERIMETEFt U)
PLACE BEAD IN LINE WITH U) NEW ROOF RID
APPLY 14EAD FLASHING
ANY PRE-PUNCHED HOLES FLASHING AT HEAD EXTENDS
REMOVE PREVIOUSLY APPLIED OR$LOTS. I" BEYOND JAMB FLASHING. 00
TAPE,ALLOWING WRI5 TO LAY
FLAT OVER HEAD FLASHING.
APPLY NEW SI-EATHIW3 TAPE M NON STRUCTURAL
HEAD FLASHING
OVER PlAiGONAL CUT - SEE ROOM ALTERATION IN
DIAGRAM. APPLY A C4NT SEAL ALONG < GARAGE
Q MOUNTING FLANGE AT T44E
HEAD. FLASHING GOES OVER M
MOUNITING FL
ECURE ANGE. EMBED 41
-EA0 FLASHING
HEAD 150TTOM OF I F
AGAINST SEALANT (FLASHING
GOES OVER SEALANT).
EXTEND HEAD FLASHING
BEYOND SAC-44 JAMB FLASHW_%
FASTEN IN PLACE.
(EXISTING GARAGE)
�Mx
G) U.
REMOVE 0
AFT
ER INSTALLATION EXISTING DR
EXISTING
SEAL ALL CORNERS OF NON LOAD
(F2) A MEC44ANIC-ALLY JOINED BEARING 3050(NEW) 3050(NEA)
FRAMES TO SEAL FRAME SOFFIT
SEAM JUNCTURE.
EXTEND JAMB FLASHING A
To OVERLAP SILL
r-LAS441W.L EXTEND 1-2 '1 31-8" 31-811 2 22"' Uj
jAm FLASHING 0,15"
(220"11)A50VE ROUGH
OPENING AT HEAD. SEALANT
APPLY TAM AT
COWERS TO U)
z
TEMPORARILY HOLD
FLASHING IN PLACE SILL FLASHING
UNTIL WR15 16 APPLIED. t 0
wm AND ADJUST WINDOW TO ACHIEVE SMARE, (EXISTINC IVING) (EXISTING COURTYARD)
PLUMB,AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
(D WINDOW MANUFACTURER FASTENER SPECIFICATIONS. Uj I
(DUJEATHER RF-51STANT
BARRIER (WIRD)
AT A 45 DEGREE ANGLE,CAREFULLY CUT THE
BARRIER ON A DIAGONAL. GENTLY RAISE THE
TOP EDGE OF T44E BAWER UP AND TAPE T14E
JOR
TOP CXMRNERS AND CENTER TO THE EXTER
WR5 SURFACE ABOVE.
INTERIOR VIEW CN
TOP LEFT COFNER OF: WNDOW
Uj
NOTES:
1. flashing to be fle)dble self-adhesive type(min.40 wide)
. .. .. . sill pan flashing
"'x
2. cover sill to at least depth of window, plus 2w onto face of wrb NEW FLOOR PLAN
-10TOO surface
ptional)
3. the pan shall direct water to the e)dedor over sill flashing
sill plaw 4. install flashing around remining window unit
5. weather resistive barder to fbrm water shedding laps
'Ilk
see note#2
SILL PAN FLASHING
weather resistive
barrier NTS (ol2tiona
wall sheathing
C
Prepared b� 50AP Firet Coa6t Chapter
LAJ
o
SHEET NO.:
A-2
t ELECTRICAL LEGEND ALTERATION
WORK
=Oz 110 VOLT DUPLEX OUTLET—WALL MOUNTED SITE ADDRESS:
110 VOLT DUPLEX OUTLET—GROUND FAULT INTERUPT 1665 SELVA MARINA DR
77 TELEPHONE OUTLET—WALL MOUNTED ATL. BEACH, FL 32233
DRAWN BY:
_60- SWITCH
-4- SWITCH—FOUR WAY
CABLE TELEVISION OUTLET
LIGHT FIXTURE—WALL MOUNTED
LIGHT FIXTURE—CEILING RECESSED
NEW FRO T ELEVATION EXHAUST FAN—CEILING MOUNTED
DocuSign Envelope ID:D2D3265B-Al9A-4Cl4-8lA9-735lA56ClA9B
REVISIONS
STRUCTURAL ENGINEER HAS VERIFIED DESIGN CRITERIA AND IOADS
THE EXISTING TRUSSES HAVE BEEN
DESIGNED TO SPAN THE FULL WIDTH OF
BUILDING Building Code
ALL NEW HEADERS OVER 2010 Florida Building and Residential Codes
WINDOWS AND DOORS TO
BE(2)2x6 Wit (1) TRIMMER Code for Design Loads
AND(1)KING STUD ANSI/ASCE 7-10
ROOF LOADING................................................Cd= 1.25
TOP CHORD LIVE LOAD..................................20 PSF
TOP CHORD DEAD LOAD................................7 PSF
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC)
ATTICS WITHOUT STORAGE.......................10 PSF
(NON-CONCURRENT)
BOTTOM CHORD DEAD LOAD........................5 PSF
NEW 2x4 NO.2 SPF WIND LOADING..
EXTERIOR ...............................................Cd= 1-60
FRAMING @ MAX ASCE 7-10,3S GUST.......................................*130 MPH
16"O.C. BASIC WIND SPEED
2x6 NO.2 SYFI 24"C.C. EXPOSURE CATEGORY..................................C
BUILDING CATEGORY.....................................11
2x6 NO.2 SYFI @ 24"C.C. CRICKET F] ENCLOSURE CLASSIFICATION...................... ENCLOSED
BOTTOM PLATE ANCHOR INTERNAL PRESSURE COEFF........................0.18
411 BACH SIDE OF NEW DOOR
41' @ EXTERIOR WAL L
- WINDOW AND DOOR DESIGN WIND LOAD=+22/-29 PSF
W VINYL SOFFIT DESIGN WIND LOAD=+22/-29 PSF
2x8 F IDGE
(2)2�12 NO.2 SYP(UPI
TABLE 4: NAIL SIZE LEGEND
L NOTES 1,2,3,4
1 1[ DIAMETER LENGTH-]
0- 2x4 NO.2 SYP < 8d COMMON 0.131" 2-Y211
EXISTIING WALL LJ < I m
SUFFICES. NO N COLLAR TIES yll
'9
8d RINGSHANK 0.11311 2- 8
7' M @ 24"O.C. III
ADDITIONAL STUDS 1 Od x 1-Y2" 0.148" 17)2
REQUIRED 10d 0.131" 311
10d COMMON 0.148" 3"
12d COMMON 0.148" 3-/V411
16d SINKER 0.148" 3-Y411
16d COMMON 0.162" 3-;/2't
REMOVE 411 NOTES:
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 0
411 EXISTING CRICKET 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
NON LOAD SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM H
BEARING F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
SOFFIT BEFORE APPLICATION OF PROTECTIVE COATING.
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE (D
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER.
ROOF FRAMING NOTES: 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. U) fn
1. RAFTER TO RIDGE W. MIN LU
_(3)10d 0
2.CEILING JOIST TO RAFTER z U)
W/MIN(3)10d GENERAL STRUCTURAL NOTES
F-y-I\T
3.COLLAR TIES W M IN(4) 1 Od 0
dAT EACH END
1. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER
B EAMS/G I RD ERS WJ(2)ROWS I Od CO M M ON @
8"O.C.STAGGERED <
2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR
DRY USE FOR THE INTENDED LIFE OF THIS STRUCTURE, Uj
UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS
ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE
TO BE DESIGNED AND DETAILED BY OTHER.
3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
FLORIDA BUILDING CODE TABLE 2306.1
w
> Uj
Uj
NEW CEILING FRAMING . NEW STR,, UCTURAL PLAN MIN OSB W/8d RING
16
SHANK: 6"O.C.AT EDGES,
12"O.C. IN FIELD
MIN 1-5"CATEGORY OSBW/8d tAk
32 t
COMMON: 6"O.C.AT VERTICAL
EDGES AND PLATES,6"O.C. IN FIELD
HEADER TO TOP PLATE W/ 2x RAFTER MAX 24" 14 z
O.C.
SDWC15600 SCREW OR
EQUAL @ MAX 24"O.C.
MIN-1"OSB W/8d RING C-1-1-1 _.�ERFRAMING
16
SHANK: 6"O.C.AT EDGES,
12"O.C. IN FIELD
Z'�
i4
REMOVE
2!.S EXISTING
fa-4
z
TOP OF EXISTING
NOTE: �ML UPLIFT
WALL TRUSS TO TOP PLATE CODE APPROVED w�p
CONNECTtOR LOAD PATH 2K
W/SDWC 15600 OR VINYL SOFFIT
STOPS B�LOW TOP PLATE Zy START OSB AT
F DBL TOP
H2.5A/T PLATE W//MIN 48" KNEEWALL SILL
TO HEADQR CONNECTION. j
LAP SPLICE. (2)ROWS 10d PLATE AS SHOWN
KNEEWALL TO
TOP PLATE TO HEADER W/ FACE NAILS @ 8"O.C. EXISTING W/
W/
SDWC 15600 SCREW OR STAGGER ROWS SDWC 15450 SCREW @
EQUAL @MAX 24"O.C.
MAX48"O.C.
(2)2x6 HEADER
SHEET NO.:
S_1
STRUCTURAL PLAN
EXISTING
AND DETAILS
EXTERIOR WALL
CONTINUOUSLY SHEATH W/
,it f? MIN 1-5"CATEGORY OSB W/ SITE ADDRESS:
32
8d COMMON: 6"O.C.AT
DT BOTTOM PLATE VERTICAL EDGES AND 1665 SELVA MARINA DR
PLATES,6"O.C. IN FIELD
SIMILAR AT ATL. BEACH, FL 32233
WINDOW EXPANSION JOINT DRAWN BY:
- - - - - - MATERIAL
JPA
I _F1__F MIN 3-1/2"INTO
mm 4. EXISTING -3000 PSI CONCRETE JEFFREY P. ARNESON, P.E.
STRUCTURAL ENGINEER
TOPPING OVER
EXISTINGb;z EXISTING EXISTING 2999 GERONA DR. W.
xx JACKSONVILLE, FL 32246
C3 w f C3 M i- r_1 C'3-A r-M 1
t I #sit
DIA.36 THREADED ROD A 44
'd
J" W/NUT AND WASHER IN
P.
4*
EXISTING SLAB ADHESIVE OR EPDXY 4k 'e
E�/"�0.
AND FOOTING
ANCHOR @ MAX 48"O.C.
00
BOTTOM PLATE ANCHOR No 58544
AIR
Wit NUT AND WASHER @ 0 614D826EB43?.%"%�
MAX 48"O.C.
iDN
0 A
rIV6% STATE OF 4U
TYPICAL WALL F ME AT WINDOW WALLS SECTION THRU ADDITION
00
�N
R 02 N
"9/ONAk-
'E.
P.E. NO. 5B544
06-09-2014