328 10th Street I
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REVISIONS BY
MAP OF BOUNDARY SURVEY
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DE'SCRI P T ION: WOMK
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LOT 11 AND 13, EXCEPT THE WEST 15 FEET OF LOT 13, BLOCK 12, PLAT NO 1
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SUBDIVISION A ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF AS RECORDED AWV API'GY " (S:' 145W WANPvWS @, THS
� IN PLAT BOOK 5. PAGE 59, OF .THE CURFIENT PUBLIC RECORDS OF DURAL COUNTY, FLORIDA. N�1N_ W^.Ll,
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TENTH STRE T
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HEADER SPAN TABLE AND STUDS A o A Ws
I I fM r.R Apt= I � W Qq � o
I W rr< tt�r I HEADER BEAM WINDOW/DOOR 2X4 JACK 2X4 FULL A ac aaX
I I MAX. OPENING STUDS HT STUDS >„
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I SLOQIK 12 I LOT 1 f 12.5 O
EXCEPT n1E
eLoclu< f2 5.0 2-2x8#2 SYP 3'-0" 1 2 w W
r�sr rs
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2-2x10#2 SYP w/ Y2" Ply Flitch 4'-0" 1 2
n 9+ I 2-2x10#2 SYP w/%2" Ply Flitch 5'-0" 1 2 a aD
0>> 5 WF /TYPICAL& L n , „ T l V][T]
5'0 �, TOTAL LOT I 5'O rP/ 2-2x12 #2 SYP w/ Y2" Ply Flitch 6�-02 2 a7
- �- ._ _ _ 2-2x4:2 #2 SYP w/ / Ply Flitch 71-01f
2 2
.p:o 889'03'28'N 85.15 W[o
F.[.P!/2
Lor 7I I LOT t2
I TIE ROD ANCHORING SYSTEM GENERAL STRUCTURAL NOTES
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1 Threaded Rod: 1.Codes: Florida Building Code 200
'/2" diameter A307 continuous.threaded rod epoxied into the concrete
and American Institute of Timber Constructiol
foundation and laced vertically through the double#2 SYP to la """
P Y 9 p plate
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where it is secured via a 3"x 3 x 1/8" steel washer and nut. 2. Live Loads: , C1r
1� l 2. Exterior Walls: Roof: �;� � • �. :-
T 5-1 Rod shall be installed at each corner post and at not more than 6�feet on
Second Floor: -�� ' , C..°
center thereafter. The rod should be embedded not less than 8" into min. Stair: Lai
' a,.,�,
I 3,000 psi concrete with Simpson AT two-part acrylic epoxy or equal.
A....1
I P p p rY p xY
A 2-1/2" edge distance should be maintained. The nut shall be tightened 3. Wind Loads:
to +/-25 pound-feet of torque. For two story walls, a coupler should be See Wind Load Notes
used to join two pieces of rod together to create a continuous path from
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top plate to foundation. 4. Materials:
�
3. Interior Walls: Wood Member for Beams & Posts #2 SYP
Spacing may remain 6'-0" o.c. but reduce uplift capacity 490 lbs from 535 __. _-_ for Studs #2 SPF or bettert--
lbs unless stiffeningsheatin :.
g Wind Load Notes: ;
4. Tie Rod Spacing:
Roof truss uplift: 0 lbs 1 000 lbs Rod 4'-0" o.c. Interior a-
P - --- -- Codes: Florida Building Code 20Q N
State .of Florida
Rod 6'-0" o.c. Exterior
1,001 lbs -2 1
s
� .0 6 lbs ---Add 1 Rod adjacent toTruss Basic Wind Speed: 120 mph (Wind Borne Debris Zone)
Wind-Borne Debris Region 2,017 lbs & greater-------See drawings (�
r Wind Importance Factor: 1 = 1,0 Building_Category: 11
IIwPRESISTANT COVERING(F13C 2007 Table 1609.1.2): Wind Exposure: C N !--
,ate T
�-�-. -• ;=a. `4444. ' a, �. �-- -Lao' ?ts?+W-_ Q �
' I .- , t ' •.-gip. , ; ' '`-, Wood structural panel With a m�imurn thickness,of 7.x'1$inch and maximum Enclosure: Enclosed Building
s permitted for opening protection in one-and too-story Q
pan of S fegt shah be � g Z
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building. Panel shaft be
140 .; : 120' .0 l; . precut so that they shall be attached to the framing
ti + surra'nding this opener oontamg the product with the glazed opening. Internal Pressure Coefficient GCpi = +.18 or -.18
i Panels shall be as
t�0 r �. -•�•- � ,, P nsquired for the anchorage method and
all required hardware shall be provided.Attachment shall be designed to resist
the components and claddingloads-determined in accordance we the provisions of Wind Pressure to Com
Wind-borne Debris Region ! .�}g�" `. ASCE 7 with Components / Claddings
• � .F.� permanent oarro�on resistant attachment
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provided and anchor p installed on the is permitted for DRAWN
ncn s �E y81 ✓,. buildings with a mean roof Height of 45 feet or less where wind speed do not
,r mcn 1,ire�:oast exceed 140 mph.Ascf-7-981
End Zone =6
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CHECKED
Zone Effective wind area(sf)' Wind loads(asf)
r TABLE 1609.1.2t:�
I 4444 1 Tie r .�as1.E.•yepr�n; � � ,
4 WIND-BORNE DEBRIS PROTECTION FASTENING DATE
SCHEDULE FOR WOOD STRUCTRAL PANELS
!,� Positive Suction
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Basic wird Speed • Interior 10 +33.4 -36.2
FASTENER FASTENER SPACING(inch) SCALE
. �: r:'o m goo.. { - ••r�A a.r ,\•
i TYPE PANEL SPAN 20 +31.9 -34.7` P•"� 1Ja"t°�;T
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2ft 2to4ft 4to6ft 6to8ft 50 +29.9 -32.8
- ?,:'tise.+ra.carate o is naw .sai p.ererwes t ..n, �a t���,/
far0un:oruit wri0 soeOlwnboome Awn encs 1 �' .a mum DV ood screw _
JOB NO
e ,»,� r.. ; wl2•embed 16 16 10 a 100 +28.4 -31.2 caY�rc.
j 500 +24.9 -27.7 SHEET
�, p..os.,r amw ... .,.�. .,,.. N'� tt10 wood screw
AD M W,i"*%WW bsroar»ry�.sw en -
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., , »..�.,,.W , .. �, ».ae W12'embed 1s 18 12 s End Zone 10 +33.4 -44 7;.
140
agrns:aar W*.am~'o a..nw.ra w .,w
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20 +31.9 -418 '
so '/•Lag screw 5
» Aera;Orae ae+...w¢ae iaa•s i:.w:npwss •`fit/ 0
w/ r embed +29.9 -37 8
16
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16 100 +28.4 -34.7
t 500 +24.9 -27.7,
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REVISIONS BY
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---� •• ,, _ WINDOW INSTALLATION (METHOD A
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VIA{hi�+� �'3,(.t WEA -.::i RESMvE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
SECitON A
.w STEPS nWOIiuT IBNDow JAYS V.;
'�i3f.AI� ncA 00 WAtER STEDN N3Aff51011,'
STHE
TART'
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T� tNrICL i►AO eCH
SEALANT 9E
4iEATWNO.. MOUNTING
(LANCE.
1 ` _.. � �' r '�i•�T ... APPY$Ill fIASNING
- .. .1 '. ►f APPLY BEAD OY
SIC. ..
FL BACK CI AIMOW
(LANCE FSC wWDTo u9NC -
NESV�. _.' +11�Ih1 .. ..,..._ .r.�ss.�+�� ri•,111E :..`!.Z .. IT T`AtR1�1/A'iw P PAN NERD SCREWS 10 $OPENING. APPLY CK?HE wW00W'RAMC ip v
A f+A BS NSPEC M e:R:• W iCR10N Cf iN[,MNO.W
{VjhTGi>"laG.i a'f ilk Gl ���
APPLE�Ao or SEKANf IA. r0 TNf,3ACA$IOC
AT Q{ ) �".
✓WPl ! fLASNINO I SIANCf,d1.INf MIN ANY
®APPLY BEAD Of SEALANT PRC—PUTJC,ED HOli4 OR SLOTS.
- AT HEAD fu9+ING 4i ,
' AMY-HEAD FLASHING ]z.
K1tIM /"4►• '^�NISF'1`'E. �+4 m c u.o��a,hTIEN"c —
! _ _.- ....`y•.' _ /r� __ __ __ ( 9PAMB FLASHING FIANCE.
- I- APPLY CONT.SEK TO INE MOON rING
-Nf�{ 'V R- f► OG• .. j fiANa6 AT (HE toP OW. ANO -
• ! _ .. • REMOVE PREMOUSLY APPLIED SINES;JAM841 Di AIrIDOYl E%TENO O ,.
i► vw y. $EALANr AT JAMB$a 1I2: ADOVE
h.� - I _!It. ...- .... TAX.KLOWrNc ANB r0 ler INC A.O. At HEAD.EMBED IAMB .- y
f/ y�,i+ �} y Sgt KAT OVER HEAD PLASIMNG. W INTO SEALANi ANO
t.�i!i/.r{ -.4 IR.'_[..�_ YP... ii. I�APPLY raw SNEAMWC TAPE N 4 R.ACC. (flAStrNC :O
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OVER
RAYAGONAL CUT_ SEE f SOVERBG♦ V
- - �_. 5'C�it� �• I LY►,.�w ♦ GOE$ SEK B �jQ}�. �``y 1�i•�
-.. , AN ,AT HEAD
G CURE NR � Z
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TE _,^_, iirow-1--mw: ti_:.aµ5u. +l�T'ec N_ _ _. ___. _.. EIXATENDS IlTBEFS
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OmEAD FLASHING
EMBCD BOTTOM OF THE
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t1EAD f1A911NC AGAINST ...
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THE PRf SLY APPLIED
St-HEAD FLA BEYOND
DRAWN
SEALANT I I oVER SEA CxTEM
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I. EACH JAMB FIASWING. •'�
FASTEN IN PLACL. CHECKED
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-----fir V
i dRCKS
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. __.__ _ - •- DATE
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®MB FG I i A I
FLASHING
A INC
o JAMB l SN
i EXTEND
t0 OVERLAP SILT t
• fIASHWC. ExiEHO i
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JAMB FLAS14NG 8 117: !. I I SCALE
! .T.�i�i r:,_(. lEa 'f vF�-Klry --- ----._ :...�.__...__ �/- -_> F►_SaE s►eFtoo�Rrc
ABOVE�wGH
OPfNINf.AT NCAO.
TUCK TOPS HI r/
JAMB FLASHING ~t SE?.LANT
UNDER THE
MCP ! JOB NO
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HEAD.Su oucnAM. .¢{�
SILL FLASHING
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_ OK1. Fix.EL6VSOUARE-
-- _-.-------.—. sl,w AM Aausi AIMow IN ACHIEVE C MOSIO. SHEET
A_UMB.ANO LA ^OMIDON. USC WINDOWS
PER
f +f RCS6TAN.f fA47E1KMS FASTEN ATIONS PER
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MNOOW'MANId'ACrUREP SPECIfrCAhONS
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_._,_.,..-.._ _ ,.- ✓ ! BARRIER(WRB)
WEATHER RESISTANT
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... ._._..__ _.._.1....__ ......... AT A VS DEGREE D ANCLC.C GENtL l*CUT THE
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L LL .,�, . "TYPICrgI Wih,I7(�V1t � MICJC C
__.,._. .. BARRIER..A pAGCiNAC. GENhY RAISE THE
,.. I .. � TOP EDGE Of INE BARRIER UP AHO.'APC 'NE !
t. TCP CORNERS FACE AND CENTER r0 THE[xTER10R
wAe"FACE At►OvE. INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
• :- e OF Z SHEETS '.
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