1858 Beachside Court (3) GENERAL STRUCTURAL N )TES 1"LL SH EE, _�Oik ME CRY QF KRANTIC BE&H
1. Codes: Florida Building Cocie 2004, American Concrete Institute,American
Institute of Timber Construction and American Welding Society. SQU6U EMAQ
CONDITIONED SPACE FURST-FLOOR- _rVT
2. Live Loads: CON15MONED SPACE'SECOND FL06RI
Roof: 20 psf 1JINCONDITIONED SPACE
Second floor: 40 psf UNENCLOSED-SPACE
Stair: 40 psf LOT AREA(EXCLUDING WETIANDS&BODIES OF WATER.
3.Wind Loads:
See Wind Load Notes RE H ff AND NUMEM OF STORIES-
MEAN ROOF HGT. 24-0
NUMM OF STORIES %
Lj 4.Allowable Soil Bearing: 2500 psf
5. Soil Compaction: INFORMATION
Soil under slab on grade and foundation shall be compacted to 95% ROOFING(MATERIAL SiALL MEET THE REQUMEMENTS OF CHAPTER 15,
FLOP"BUILDING
modified proctor max. dry density(ASTM D-1 557).
c ROOF-UNDERLAYmEt4t.-As�m'4869-TYPE.i..-
J_ 6. Materials: 9 ROOF FLASHING-.!�'GUAGE MATERIAL FOR DRIP,,RAKE,CAP,,&
Concrete( Normal weight-28 days) 3000 psi VALLEY
Reinforcing Bar ASTM A615, Gr 60 e ROOF'MATEkM-
4::�L_-rA FASTENING-REFER TO S'TRucnJRAL SHEETS
Welded Wire Fabric ASTM A185
Hollow Load Bearing CMU ASTM C90, Gr N-I
Anchor Bolts ASTM A307 or A36 nn OF
Welds AWS E70 or E60
r COT W
42 SYP
Wood Member for Bearns&Posts UW��D
ArZ*P4v AaS
for Studs #2 SPF or better UNS)RINKLED
Microllam 1.9E MOD Z=1N woo
TONI to
01(i REFER TO THE STRUCTURALp"WINGS,FOR.THE WIND ZONE INFORMATION.
Wind Load Notes:
Z
MWECT-L�QN 14,
Codes: Florida Building Code 2004 and ASCE-7-02 Cn
APPROXIMATELY`-�� FEET FROM.THE COASTAL WNSTRUCTIOK �:D 0
Basic Wind Speed: 120 mph (Wind-Bome Debris Zone) U
It'4 'TS-
Wind Importance Factor: I = 1.0 Building Category: 11 IhM DE AJEE
Cwn
0 0
Wind Exposure: C T- I TITLC- 5V16MT, 431T84V-UA1-A* R-00t= PLAW.
\0 A 1� A- I I=IZST d- '51!C,0t40 PU4VR. ?LAVAev
Vj% Enclosure: 'Partially Enclosed Building /Z It
SAAC-TRACAL. PLA*1
ELF.VA110W.S
Internal Pressure Coefficient GCpi +.55 or -.55
A. 1P
Wind Pressure to Windows/Doom:
End Zone=6'
L
Zone Effective wind area(sf) Wind loads(psA W W
-R.;�es I
USM ATrACHMENTS:
C?
Positive Suction L
lo ENERGY C*�LCULATIONS
Interior' 10 +41.0 -43.6 >:
20 +39.5 -42.2
50 +37.7 -40.4
100 +36.3 -38.9
End zone 10 +41.0 -51.6
--Z eol, 20 +39.5 -48.8
osi Ly 2�Jc, eve 50 +37.7 -45.1
V.
Alopi lop- 100 +36.3
-42.2
UPLIFT CONNECTOR SCHEDULE
195 1 H W-eij t
HEADER SPAN TABLE AND STUDS 1 QUERIOR LOAD BEARING WALLS
HEADER BEAM WINDOWIDOOR 2x4 JACK 2x4 FULL DbI Top Plate to Studs 1-SPH4 @ 32"o.c.
Studs to Bottom Sill Plate I-SPH4 @ 32*o.c. '
MAX,OPENINQ- STUDS - HTMOS
Bottom Sill Plate to Foundation 1/2"dia. anchor bolt w/
MWEX SCOPE:.
2-2x8#2 SYP 2"x2*xl/8"plate washer' ADDITION-To.SINGLE FAMILY DWELLING
3#-Ow 1 2
2-200#2 SYP wl Ply Flitch 49-00 @24*o.c.
.1 2
$-On CLASS-
2-2x 10#2 SYP wl Ply Flitch- 5 1 2
2-20 2#2 SYP w/ 69-00 RESIDENTIAL GRO
'A"'Ply Flitch 2 2 1 Header to 3 Jack Studs I-MSTA24 each side UP R3
H Irk-- 44 9 oAt-rin to 6P-O" Jack Studs 2-MSTA24 each side
2-20 2#2 SYP w/%"_Ply__FIftcK .7-00
JMUNQ&=N--NO7Er -3-A,
.1-MSTA24 each side
-PDLoer 02.)<6p KAF:1-130C A FOUNDATION-SURVEY-SHALL BE PERFORMED AND A COPY OF THE
-ryfp 11 1W/ Pemola COW-AV.1119 SHALL DE ON THE SITE FOR THE BUILDING INSPECTORS USE OR ALL
PROPERTY-MARKERS SHALL BE B(POSMAND AMM SrMtCHED FROM
MARKER.-TO.MARKER TO VERIFY REQUIR
_ED-SETPAC
OVERFRAME W/ 2-x6" SYP
No.2 RAFTERS 0 24' OC.
C D W/ 2x6 SYP No.2 COLLAR
ARGirTECr-ENGINEER
ROOF SHEATHING
TIES W/ 8pcs-12d COMMON
NAILS EACH END 0 24' OC.
-Its 2%8" SYP No.2 LEDGER.
0 COMMON NAILS FASTEN CEDGER TO ROOF
Lw r I ROW 1 Od
t
0 3' OC THRU PLYWOOD DECK W1
BUILDER
2-#12x33/4w ROOF GRIP
SCREWS W/ I* DIA. WASHERS
roemovic
AT EACH EXISTING TRUSS
INTERSECTION
1pc SIMPSON H2.5 -PROJE��:: r L=. nON MAP.
TT W1 8".8d COMMON NAILS
I I FROM RAFTER TO LEDGER INDICATES PROJEL7 1,0CATION
04� I . .. . .. . , 00S.-
LEDGER DETAIL AT OVERFRAMING RAFTER
4"1
Joe
t 2"xf!" SYP No.2 SIMPSON A35 HURRICANE
RIDGE BEAM CUP, SEE UPUFT
CONNECTOR SCHEDULE
L 1 120 3
2%60 SY- P No.2 OVERFRAMINC-
RAFTERS 0 24" O.C., SEE ROOF
J.- FRAMING PLAN. P1
ku-0 -I - &L,/ R 2 1 1 1— .
oe"
7-
r
L X 1120
A.-
24 SYP No.2 COLLAR."TIES wl
8-.12d NAILS EA
CH END.
6 SEE ROOF FRAMING PLAN
NOTE: COLLAR TIE TO BE LOCATED
NO HIGHER THAN 2/3 THE TOTAL
HEIGHT OF THE RAFTER
RAFTER 111�
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NA"OAFAL PRWFAST NO. 186A 2406
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ARC- FAULT k:ALL DWELLNG UNTS 14P lzip L44
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114" 4ECTRIbAL SCHt
ELECMICAL NOTIES: SKU-MLE swrrai EXHAM FM
1. ALL WORK SWL BE IN CONFORMANCE WITH TM NATIONAL *S :3-WAY SWITCH EXHAUST FM wi LWf
ELECTRIC CODE.(CURRENt EDITION) 4&m PUPLEX OUTLET SMACE MOUNTIM LOT
to
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2. LOCATE ALL ROUGH-IN BOXES SUCH THAT WHEN DEVICE WO FAULT OUTLET MCESSE10 UCHT
COVER PLATES ARE INSTAUED THEY WILL CLEAR ALL 7RIM BY I INCH. jft'WEArramooF'ounu WALL MOUN= LOT
(MIN) ORAWN
.4�0 S"T040 OUTUT FLOURESMT rixtm
3. PROVIDE DIMMER SWITCHES FOR ALL CHANDELIER&RECESSED LIGHT
FIXTURES AS SHOWN ON DRAWINGS. WECIAL 22OV. OUTLET ANCINON 11OX 0 CHECKEO
4. PRE-WIRE FOR TELERME&fV./TERMINATING AT BACIMARD da 229V OUTLET CLO FAN P"IEW IT.�7'
LOCATED IN GARAGE. OATIE
El -THURMOSTAt CLO FAR w/UGHT
S. PRE-WIRE FOR SECURITY SYSTEM. T.V. OUTLET SMOKE CIETECMR SCALE
6. ALL LIGHT'FDMJRES SHALL BE LAMPED BY ELECTRICAL .TELEPHONE OUTLET ELECTWJ&MMR d5 1 4 U L.A-t Cc L7 Arz> t-�F_p
SUBCONTRACTORS. JOB NO.
OIL FLOODLIGHT
7. ALL PANELS SHALL HAvE TYPED INDEXES IDENTIFYING ALL anws.
SHEET
8. PROVIDE ADDITIONAL SERVICE&SPARE ELECTIRCAL CAPACITY FOR
SPA&SWIMMING POOL Zlectdcal Plan
Indical!M thefolloi0i
StPJ.L BE MOUNTED AT+18"AFF,SWITCHES AT+48-AK,AND+I- Riser diagram including size and"a d service entrance conductors. (Now home or now service only)
9. UNLESS SPECIFICALLY NOTED OTHERWISE,ALL DUPLEX RECEPTACLES
(MIN)ABOVE COUNTER SPLASH U.N.O.AT COUNTERS. Electrical layout plan showing location of all receptacles,switches,and distribution panel.
to be in awrdance with '02 NEC.Provide arc-fault
10. USE(1)HOUR RATED RECESSED LIGHTS ON ALL FLooRs OR Includes a plan note that states: "All electrical WU=9
SUBSTnUM SURFACE MOUNTED FD(TURES. circuit interrupters in all bedrooms per article 210-12". OF SHEETS
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NArMAL PRMTFAST NO. 186A-2406
7
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WINDOW INSTALLATION (METHOD A-1 ) REVISIONS ev
WEATHER RESITIVE BARRIER (WRB) APPLIED FT-,--.,R TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
SECTION A
STEPS THROUGH VANDOW JAMS 4
()IN WATER SHEDDING FASHION.
STARTING AT THE BASE OF
THE WALL & VIORKING TOWARDS
THE TOP, INSTALL THE WRO
TO THE FACE-OF THE SEALANT BEA
BEH*4D MOUNTING
SHEATHING..
FLANGE.
CAPPLY SILL FLASHING
APPLY BEAD OF SEALANT
AT BACK OF WINDOW pa! asp
FLANGE & SET WINDOW USING
PAN HEAD SMEWS 10 SEAL THE WINDOW FRAME.TO
FACILITATE INSPECTION. OPENING. APPLY A 318; NOM. 40
APPLY BEAD OF SEALANT AT THIE BACKSIDE
i To
SIDE JAMBS. EXTEND 8 1#2:" RIOR_ OF THE IAINDOW
APPLY JAMS FLASHING GNGE. 4 LINE W17H ANY
CAPPLY BEAD OF SEALANT PRE-PLINCHED HOLES OR SLOTS.
AT HEAD FLASHING
APPLY HEAD FLASHING
SEALANT BEAD BETWEEN
E)JAMB FLASHING FLAS14NG AND MOUNTING
FLANGE.
APPLY CONT. SEAL TO THE MOUNTING
FLANGES AT THE TOP (HEAD) AND
SIDES (JAMBS) OF WINDOW. EXTEND
OREMOVE PREVIOUSLY APPLIED SEALANT AT JAMBS 6 102:* ABOVE
TAPE. ALLOWING WRO TO LAY THE R.O. AT HEAD. EMBED JAMB
E)FLAT OVER HEAD FLASHING. FLASHING INTO SEALANT AND
APPLY NEW SHEATHING TAPE FASTEN IN PLACE. �FLASHING
OVER DIAGONAL CUT - SEE GOES OVER SEALANT.
DIAGRAM. wAL.L.. 4::�pu:-.naO
SECURE WRB -.v-Y.i evr i MorAil,- ot4 -n4i4 Dwo.
AT HEAD
FLASHM OT HEAD 14
EXTENDS i 'eEYOND rj 1
JAMB FLASHING. 0?:
.1
4
"�_�� HEAD FLASHING I
21EMBED BOTTOM OF THE
HEAD rLASK#0 AGAINST
THE PRE SY APPLIED f!N'4 X 17110i \/L�
SEALAN Ho GOES
SEALANT OVER . EXTEND
C HEAD F SH KYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
r4(.0
Cn
A
C)
OMB FLASHING ---- A
EXTEND JAMS FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMS FLASHING 11 102:'
ABOVE ROUGH
OPEMNG AT HEAD.
TUCK TOP OF
JAMB FLASIHING SEALANT
UNDER THE FLAP
OF WRB AT THE
HEAD. SEE DIAGRAM.
SILL FLASHING -7
db a
c
SHIM AND ADJUST WN)OW 70 ACREVE SOUARE. one
PLUMB, AND LEVEL CONDITION. USE CORROSION 11.4 1
RESISTANT FASTENERS. FASTEN WINDOWS PER
0 WINDOW MANUFACTURER SPECIFICATIONS.
c
ONO
how
WEATHER RESISTANT
ui w
BARRIER (WRB) w
AT A 45 DEGREE ANGLE. CAREFULLY CUT THE Ilm
BARRIER ON A DIAGONAL. GENTLY RAISE THE c
70P EDGE OF THE BARRIER UP AND TAPE THE ui
TOP CORNERS AND CENTER TO THE EXTERIOR
WRO SURFACE ABOVE. >; 65
4)
INTERIOR VIEW a S
TOP LEFT CORNER OF WINDOW
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DATE
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JOB NO.
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NATONK FRATPASY NO. 186A 2406