Plans 2109 Beach Ave 2011 stucco beam repair (8) FOOTINGS TO EA ON FIRM, LEVEL, COMPACT NATURAL SOIL, FREE OF DEBRIS OR LOOSE MATERIAL,
OR UPON W)ITABLE SOIL THAT HAS BEEN WELL TAMPED AND COMPACTED IN ACCORDANCE NTH THE
FOUNDATION! NOTES' AS SHOWN ON THE DRAWINGS. BUILDER IS RESPONSIBLE FOR INSURING THAT THE
SOIL MEETS PALL APPLICABLE STANDARDS.
(9) CONCRETE %SONRY UNITS SHALL BE ASTM-C90-75 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS,
TYPE 1. WRADE N-1, NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 3000 Psi
(10) ALL CONCR 'TE.SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH 0 28 DAYS:
A� hA
B oll ON GRADE-3000 PSI
NGS-3000 PSI
'E'= 'FB'= 24,000 PSI.
(11) STRUCTURAL STEEL SHAPES, PLATES, ETC... SHALL CONFORM TO ASTld-A36,
Da.000 Psi.
(12) WOOD FLOOfk joISTS, CEILINGS, RAFTER. BEAMS AND HEADERS SHALL BE
#2 OR BETTE-r-
R SOUTHERN YELLOW PINE, KD 19, S4S SIZES.
�13) IF ROOF OR fFLOOR TRUSSES ARE USED, THE ENGINEERING AND MEMBE-R SIZES AND SPACING
ARE THE SIbLE RESPONSIBILITY OF THE MANUFACTURER.
'ING RE"'
-jSIDENCE.
ALL DOORS AND WINDOWS IN THE EAST
]W DOORS AND WINDOWS INDICATED .
ALL DAMAGED LUMBER AND CONNECTIONS
NIG
T-11�4"
BKKf5T
........... NOOK
6-ON I P-Q)ll
7 -6"
5
6
02�-61)
OPEN TO
FIRST FLOOR PLAN- BELOW
1/491=1
I I lAylX91-G"
- ------------
DRAFTING SERVICE: ASSUMES NO LIABILITY FOR ANY
HOME CONSTRUCTE,'D FROM THESE PLANS. IT IS THE D Ef ClK
TO BE IN COMPLIAINCE NTH THE
THE 2007 FLORIDA !BUILDING RESPONSIBILITY OF THE PURCHASER/BUILDER OR
CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
THE VAND BORNE [DEBRIS REGION. PROCEEDING WITH CONSTRUCTION. WINDOW/DOOR OPENING
TING SYSTEMS ARE7 DESIGNED DIMENSIONS SHOW]'i ARE APPROX. CONTRACTOR MUST
DS ASSOCIATED MTN A MINIMUM
PH. (3 SECOND GU!%T). VERIFY WITH WINDOW/DOOR MANUFACTURER FOR REQUnRD
)R SHALL BE (1) A% PER THE ROUGH OPENING FRAMING DIMENSIONS. CONTRACTOR
DING, TABLE 1604.% MUST VERIFY COMPLIANCE WITH ALL LOCAL BUILDING WDES.
&L BE (11) AS PER ASCE 7-02,
WND EXPOSURE Q)ATEGORY
,N INTERNAL PRESSJURE COEFFICIENT
ORIDA BUILDING CME, RESIDENTIAL,
)ING HAVE BEEN SCLECTED.
) INTO THE DESIGNi AND
CE NTH R301.2(2) OF THE FLORIDA
APPLY THE APPR"RIATE HEIGHT
'ROM TABLE R301.2K,3).
SHEETS FOR DESI(9N
1. IT IS THE CONTACTORS RESPONSIBILTY� To VERIFY THI:
COMPATIBILITY OF ALL PRODUCTS INCILUDING
HOUSEWRAP, SEALANTS & FLEXIBLE FtLASHING
-_R FBC 2007§25k),4,2 Exterior lathing and plastering MATERIALS USED DURING CONSTRUCTI(.bN.
5103 Exterior uft of portland cement plaster shall 2. INSTALL ALL MATERIALS PER MANUFAtTURERS
�mply with the aP@)'Iication requirements of ASTM C WRITTEN SPECIFICATIONS
!6. Installation of%xterior lathing and framing shall WARMIN-2 SEALANTS/FLASHINGS MAY RE�:-!ACT ADVERSE0
�mply with ASTM 1063. IF NOT COMPATIBLE.
EXT FIN (SEE TYP WALL SECTION)
2
APPLY POINTING MASTIC TO ALL
MEMBRANE TERMINATIONS/JOINTS
ARIES
(1 1/2-
MIN)
12' SELF—ADHERING MEMBRANE
FLASHING, PREP & PRIME ALL
SURFACES PER MANUFACTURERS
WRITTEN SPECIFICATIONS
APPLY POINTING
26 GA GALVANIZED "L" FLASHING MASTIC TO ALL
MEMBRANE
(6* MIN LAP at JOINTS)
N TERMINATIONS INTS
/Jo
TERMINATION FLASHING, ALL FLASHING'
TO BE COVERED & SEALED NTH
DECK COATING NOT
MEMBRANE FLASHING (INSTALL OVER
SHOWN FOR CLARITY
A1.1
ANY HOUSWRAP LOCATED BELOW DECK
LEVEL)
60 MIL ELASTOMERIC MEMBRANE 60 MIL ELASTOMERIC MEMBRANE
APPLIED PER MANUFACTURERS APPLIED PER MANUFACTURERS
7-4 TTEN SPECIFICATIONS OVER
WRITTEN SPECIFICATIONS OVER WR'
MED PLYWOOD CONTINUE DOWN
PRIMED PLYWOOD DECK -4-11 PRI
4-,i FACES IN WATER SHEADING FASHION
PREP & PRIME EXT GRADE PLYWOOD
DECK PER MANUFACTURERS WRITTEN PREP & PRIME EXT GRADE PLYWOOD
SPECIFICATIONS f4l
DECK PER MANUFACTURERS WRITTEN
SPECIFICATIONS
26 GA GALVANIZED DRIP EDGE RAILING NOT SHOWN: REPAINT AND
REINSTALL EXISTING INJECT AND SET
ALL SCREWS IN SILICONE EACH END
-LATION.
TION A
JGH WINDOW JAMB
FLASHING. .-A
NT BEAD BETWEEN EXISTING HOUSEWRAP IF EXISTS ABV
IING AND MOUNTING
DECK TO LAP OVER FLASHING
'E.
12" SELF—ADHERING MEMBRANE
FLASHING, PREP & PRIME ALL
SURFACES PER MANUFACTURERS
WRITTEN SPECIFICATIONS
E WRB . . . .. . . . . . .
SECUR, . . . . . . ... . . . . . . 26 GA GALVANIZED "L" FLASHING AN FLASI
AT HEE-AD (6" MIN LAP at JOINTS) BE INSTAL
. . . . . . AFTER ME[
FLASHING
iING AT HEAD
0S I' BEYOND TERMINATION CORNER FLASHING
FLASHING,
APPLY POINTING
D BOTTC)M OF THE MASTIC, TO ALL
60 MIL ELASTOMERIC MEMBRANE
FLASHING AGAINST
MEMBR/)
APPLIED PER MANUFACTURERS WRITTEN kNE
PIRE�IOUSLY APPLIED . . . .
ANT (FLASHING GOES
TERMIN
SPECIFICATIONS (PREP & PRIME ALL ATIONS
SEALANT).
EXTEND JOINTS
FLASHING BEY01ND
SURFACES AS REQUIRED)
JAMB FLASHING.
---N IN PLACE
PT BLOCKING PER ELEVATION DETAIL
7
APPLY FLASHING OVER HOUSEWRAP
71—i i BELOW DECK
-4-
qT
Vil D
03 _ R A ! N ./'-\ T I"../) IN
( ...... 0 R, NE R ILE_ FLASH I N G 0 C R S I I_
'__t,.')EXT CORNERS/COLUMNS N.T.S. J_/TS G�F�XRID�OO R�S
14 1�1
W