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Wind Load Notes;
WINDOW INSTALLATION (MET1400 B-11)
WDVCW#*TALLATI (METI-IM A-V WEATHER RESITIVE 5'ARRIER(WIM)APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED 5EHIND THE MOUNTING FLAWxE. Codes: Florida Building Code 2007 wl 2009 Supplements and ASCE-7-05
WAWeR RESMVE&OMMW(UPS) PRIOR TO THE WADM INSTALLATM 61aft
PLAGNM AP94LM OVER T;W4E OF T14E MOUNTWA FLAW-e. IN WATER SHEDDING FAWICN. SECTION
SECTICH PSTARTING AT THE BASE OF rwRoL*4 WINDOW JAM5 Basic Wind Speed: 120 mph (Wind Borne Debris Zone)
aim T14E VIALL 14
TWRD%rA#MOM JAMB THE TOP STALL THE UM
IN WATER 11111101IMM FAIIINKIN, TO THE FACE OF Ti-=
STAsITINS,AT IM&Me or
THE am *W=500
came AFN-Ly SILL FLA&W2,* Wind Importance Factor: 1 1.0 Building Category:
THE Top."rML Im emes. t I
TO THE FACZ CP T SEALANT SWAID
At R.Ona MASWO. Project Location Map
APPLY N.L APMT MW OF SEALANT Wind Exposure:. C
SNEATHIN& 1,161.11iffm
ARCUMID THE PERMETMER CF
0 Do&Am SIDE(Mr.MoR to the 120 mph wind line
Relative
MAL IM To SUMACZ10 OF WIC411111
OP§MN& APPLY A W WK MOUNT240 FLA4GE.
FACiLffATZ IPIA 10 11119 111140CME d"PIEDIATELY INSTALL WINIVIII Endosure: Enclosed Building
19)APPL-r waa oF wA.Aw aboxv USING PAIN HEAD 51-fliEWS TO
"X JAM-WnENID&Jp AT SLOT51. rL -A FACILITATE WOMCTIM W. Internal Pressure CoefricientGCpi +.18 or -.18 DUVAL COUNTY WINDSPEED MAP
FMV DEAD OF SEALANT
A SEALANT 59AD BETUSEN MTALLAT
---ZDJM.�MWAIR AGOWSO THE FAM CF, MOUNTING FLAWGE AND BEAL ALL C401111NEAS Or-
A-My WAO CP SEALANT FL FLASHIW.AND 1`1100111M 1`101,191'INGui-FLANGE AT HEAD FLASHING. fIEC44ANC-ALLY JOINED
ATNEAD APPLY CONT SEAL TO TNE HIM141*0110 FLANSE. APPLY HEAD FLASHING, QAFiFiLY A NCM DtA. rRAr"To SEAL Hw*
FLMMM AT THE TOP DeAD)AND DEAD OF SEALA-10 TO TIM SEAM AW-TUREL Wind Pressure to Components Claddings
0AI-PLY W-40 KAMM 8110MCA411106)OF Me= EXTEND tLAC"VE 1114MRIOW OF THE
ONA.Off AT JAI'105 Sir ABOVE O.Fwmova�PREVOLfty APPLIED r=IRTINS FLANGiE AROLN,11D
6"MOVE PPWVMMY APPL= SaMMATWEAV'r JAVID 7AM ALLOWM OM TO L^y MAIN ST.
TAM ALLOWIMSM To LAY THE WWA FiEma-VUR.
RA&Wa INTO SEALAff AV FLAT O%OER HEAD PLASHIN& M-410E MAP IN LINE WIT14 End Zone =6'
MAT OVER W-V RASeak FASTM IN KAGE. (MASHM AI-MLY NEW SWEATHINC.TAPE 04Y PM-PUNC14ED 640LES- -FLASMINCA AT WAD EXTENDS
APPLY NEW si4EA7wM TAPE GOES OVER 3EALAMM OVSCI DIAGONAL CUT-SEE OR SI-OTS. I-BEY*40 JAMS FLAS04016.
PtAGRAM 4* r
CURE 0�0 Zoner Effective wind area(sfi Wind loadsfpsf)
AT CD WAQ FL A04M
AMLY A CCHT.SEAL ALONGA
SECURE WR5 in rlCPMTM FLAWGE AT THE
Positive Suction
PLAIIII-11112 AT ML40 19 HEAD MEAD. FLASWM GOES OVER
exieve r orrav rkXWM FLAWOR EMBED
JA'W PLAGOOI& 11110111i3l"!OF ieAD*rLASWM Interior Zone 10 +31.3 -34.0
IV (D A&ANOT SEALANT(PLA64,11M, 49
01A.AZZANAD 1� *11 COW CIVER SEALANTA 20 +29.9 -32.5 TKI-IDA rAftcriat
INN74H OF THE EXTEND MEAD FLASHWD
RWAY
HEAD PLASUM A&AMT BEYQW BA04 JAPIB FLASHIW�
TWE PIWEVWtML*f APPLIED FASTER N MAIM- +28.1 -30.7
SEALANT(FLASi"GOES 100 +26.6 -29.3
ANT OVER SEALANTI EXTEND em';
MEAD FLASWIR3.BEYOND Oft
RAW JANIS FLAS611143. 500 +23.4 -26.0
FAMEN*4 PLACE.
End Zone 10 +31.3 -42.o
OJAM R-ASM A 20 +29.9 -39.2
!EXTEND JAMB FLASNINS 50 +28.1 -35.5
eJAHIS FLA-&A*r.
A 100 +26.6 -32.5
EXTEND A#M 11in W'M FLASMINS&A'
TO OVERLAP INLL i 7MIM.'ABOVE ROMM
PLASNW_ oxisq;o 4;PENM AT HEAD. AL 500 +23.4 -25
SE ANT
JAMB FLASsawasJr -Vt I-.-------i n
I&PIPLY TAM AT A 1 1
AM".06 Rothil" N, !:CiamEft TO 0
I - f
OPEN04 AT MEAD. VMPORARILY NOW
0 In
WMR THE FLA_ ------
OF GIRS AT TIM I;_ 0 a
READ.SEE D FLASHING DETAILS
SJLL FLASHM -0 AC-SvE SiXIARE,
1.0". usE COMROSION 0
RESISTANTFA&TE,FfQS,. f6AW.EhUW_,0w6f-_R
AMD ADAM 111141=111 TO ACHIEVE:<-,-,. (D 41
ILUM.AND LEWL CCMITKK USE CORROSION UNOM MAALPAr_'UkhQ FASTENER SPECIFICAM)NS,
ESISTANT FASTENER& FASTER WWC�OM MR
RI -
_f I I I r
PIANUFACTIMPIER SM"WATICH&
BARRIER
At A 45 DEGREE 41<,LE.CAiREFuLLY CAIT?WE
.4 a.
BARRIER ON A 0IA4C%.A-_. RAISE THE
T011 EOOE OF 714E S49mv-4 L&AND-,APE THE
coll"Eits, AND -r,THE EXTERIOR
AT A 45 DEMME A4GAJL CAFREIMLY=T TWE Bove. h.
UFM SURFACE A 4A
BANNER CH A DIAGONAL C.0MY RAISE TME
TOP ED"OF TRIE BAFIRM ur,ANDTAm Tw
TOP COF"M AND CE1101111 TO THE EXTERIOR INTERIOR VIEW
UM SURFAM ABOVE. 41
TOP LEFT wm-mR or-wH:,ow
INTERIOR VIEW 10
TOP LJ7T CCVMR CIF WHOM 44=
(2) 2X4 TOP PLATES
3 X 3 X 1/8 THICK
PLATE HT.. "e'.*'y'04 V';0w9 Ve eo"Osd'S'V'FAA�"Vs
SYP #2 WASHER W/ NUT
ep efe
LEGEND
'7'740tr C rot 1P C.- 0/.f-lev-11141a(2,
all 011
A01:Ii.e..
SP7
-HEADER, SEE SCHEDULE SYMBOL EED
120 MPH
119 MPH
2X4 STUDS @ 16" 0.C.
SPF #2
115 MPH
KINGS, SEE SCHEDULE 10 PH
IIA445%r F44�'7111AJ6, -fo(4,6-&V.-M6�%J_- 1,.5 AP5
'0 'Val/V'f1&A'1Aii 74..
I if-11 1 1 11 1 1-4i'll 11 1 1 105 . MPH
LI
-JACKS, SEE SCHEDULE C)
A. THREADED ROD
raming Rafters
112" DI
Ledger Detail At Overif My'o-Ae
0 PROPERTY ADDRESS: 1707 W.PARK TERRACE,A LANTIC BEACH,Florida 32233 SURVEY NUMBER:FL1008.0211
2'X4 FRAMING vo 010
TOP F SUBROOR
FIELD WORK DATE:emrzoio REVISION DATE(S):Irmo 8/13t2010)
2X4 P.T. BASE PLATE
f--1 12 COUPLER L1
ti FLIrOO8.021 I NO3-OVIO-E 6.64'(P)
BOUNDARY SURVEY LOT 17 N01 40-11-E 5.29'(M)
BILK I In
a *.S%Yp DUVAL COUNTY 12 C#
'a fo
fill 11 If FIN. FLR.- ELEV. 4C. _5elf�' (B.R.PER PLAT)
S86*56*50"E 130-00'(p) 04
FIP ir-w C4
30.0' No ID IT
S86*56'50'E 129-93-(M) 04
Ll FIP 1 000
Not
�_iSEE ANCHORAGE SYSTEM NOTES VA e-Z X /:2 A-S-WIAI 99 46 6�1, 40;,-'?A FIP ifr?
NO W
FOR ATTACHMENT V W0bD FENCE
".7
GENERAL STRUCTURAL NOTES 4 .1*
x
TYPICAL WINDOW FRAMING - 1 Codes: Florida Building Code 2004, American Concrete Institute and American
Institute of Timber Construction.
3/8r 1 ' _ 0 -0-/e4:VA1,V1eX 4r'e'1C11 46/V'.0' 2. Live Loads: 6,
C11 191
(2) 2X4 TOP PLATES 3" X 3 THICK Roof- 20 psf 131
X 1/8
.21 3.61
SYP #2 )r WASHER W/ NUT
3.Mrind Loads: 4
PLATE HT.. A/41 ee-P e.&1/4 71-C-S V
See Wind Load Notes
Di
to
RP10
4. Allowable Soil Bearing: 2500 psf .......
7.
ft ipR y 1P Qt C<L
.1
I.W N. ;04i�
HEADER, SEE SCHEDULE 2M,W 7ft,9
5. Soil Compaction: J_
C11
14f 1A0f Soil under slab on grade and foundation shall be compacted to 95% J Co.
1-(P&M) co
.26, CD
modified proctor max. dry density (ASTM D-1 557). 94.99(P), 95.95(M)
2X4 STUD
R=237.2
S @ 16" O.C. L=
-10Z fm
SPF #2 =22*r &4"(P). 23*10W'(M)
Ch=Nl4*3&59*E 94.W(P), co
6. Materials: N14-24!55-E 95.3W(M) RP in- 1,0"" E_J
KINGS, SEE SCHEDULE llar Tie Detail -28 days) NOW
Concrete( Normal weight 3000 psi C2 @ Rpm
Rafter/Co"o R=237.21'(P
Reinforcing Bar ASTM A615, Gr 60 SIM)
NqQ,
L=18.86'(P), 18.85-(M) *0
Alf A, Welded V\rire Fabric ASTM A185
A;=4*33"24"(P). 4033*15*(M)
JACKS, SEE SCHEDULE Hollow Load Bearing CMU ASTM C90, Gr N-I Ch=N28*1n8*E 18.86'(P), NO
N28*16'49"E 18.8.9(M) Val
O;v
HEADER SCHEDULE (UNO) Anchor Bolts ASTM A307 or A36
Welds AWS E70 or E60 A.- 10 C
TYP. LENGTH HEADER TYPE LOT15
1/2 DIA. THREADED ROD MINIMUM HEADER STUD REQUIREMENTS Wood' Member for.Beams & Posts #2 SYP BLK 12
'_SU hereon
=bed S and CAM PT,
A 0'- 4' (2) 2 X 6 W/1/2' PLYWD/0S3 BETWE& hereby
---TOP OF SUBFLOOR UNSUPPORTED STUD MAXIMLAI HEADER SPM 0 T3 4'-6' for Studs #2 SPF or better has 2=2d.If
SPAC (2) 2. X 8 W/1/2' PLYWD./OSB BETWEEN Microllarn 1.9E IMIJiffign gInt1rb0WftJSa and FIP 12' ON
WALL HEIGHT ING 3- f;. 81 aocurate Semi ffillf-um NOTES NOID PROP.CoFt.)
-2X4 P.T. BASE PLATE T C 6 1 (2) 2 X 10 W/112' PLYWD/OSB BETWEEN ------ technical SK by kX WIC
I FSTE Profe""S' . - W. as ptar5j-17 -FENCE OWNERSHIP NOT DETERMINED. 0 0
1/2" COUPLER NUMBER OF HEADER STUD'S . 1 8'- 12' 1 (2) 2 X 12 W1112" PLYVD/13SB BETWEEN r oaf the F1 "L*�Cff LOT APPEARS TO BE SERVICED BY C"SEWER.
SUPPOIRTING END OF HEADKIR Q 1 (2) 1 3/4' X 16'. LVL 1. Threaded Rod: I.'i '
30 0 is 30
2 GARAGErFRONT ENTRY Y2'diameter A307 continuous threaded rod epoxied into the concrete
GABLES END OR (0 T 1) (2) ZX12 W/1/2' PLYWD FLITCH foundation and placed vertically through the double#2 SYP top plate
FIN. FLR. ELEV. re Mark A.Johnson
NUMBER OF FULL-LENGTH STUDS GRAPHIC SCALE (In Feet) N
HIP TRUSS SYS-42 BY TRUSS WGP_ whe is secured Via a 3"x 3"x 1/8"steel washer and nut. State of FI(xida ProfieSSWel SUrveyor and r
(OPT2) Mapper
AT EAOi END OF HEADER .1/2' X 12-5/6' LAM BEAM 2. Exterior Walls: License No.6572 1 inch = 30' ft
12* 2 2 3 3 3 3 Rod shall be installed at each comer post and at not more than 5 feet on
SEE ANCHORAGE SYSTEM NOTES io! OR LESS lir 2 2` 3 3 3 3 GARAGE SIDE/ COURTYARD ENTRY
240 1 2 2 2 1 2 2 WIrNO CONCENTRATED LOADS center thereafter.The rod should be embedded not less than 8"into min. Use OfThfS Survey for Puqxises other than Intended.Without Written Verikation,1vflI beat the Usees Sole Pisk andWithout Liability totheswveyor.
FOR ATTACHMENT two Nothing hereon
tso -fitsto odwtN
to I Ilene
GREATER 1 2 2 3 4 5 BEAM 3,000 psi concrete witrh Simpson AT A n those Ceruftd.
ONE STDRY/DONUS 3 2' X 14' LAM part acrylic epoxy or equal.
THAN I Ir 2 2 3 3 4
24" 2 2 2 A 2-1/2"edge distance should be maintained.The nut shall be tightened )INTS OF INTEREST None Visible
3 TWO ST13RY (2> 1 3/4' X 16' LVL
oftorqU
to+/-25 pound-feet e. For two story walls, a couplerr should be S'
TYPICAL DOOR FRAMING used to join.twP-pipces of rod together to create a continuous path from
top plate to foundation. ?W!W
COD INFORMATION: .9
/81ry 71 3. Interior Walls: a search atwww.ferna.9ov,itappea sto be the propertyrtorbe located in a X zone with a Base Flood Elevation of NA.This Property was found in
c mun!
orn 2 nurnber 120075,dated 04/17/89.
Aigno_"VrW34
F_
L"T"
2 Z-1,71E VX
lbs unless stiffening sheating. 490 lbs from 535 NTIC BEACH,and
Spacing may remain 5'-0"o.c. but reduce uplift capac
0 il��00F'AT