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SHEET DESCRIPTION ARE THE RESTVNSIBIL�lpl/1�/OFFnTHE TIMBER LANDING/E TAIREi
S-1 COVER SHEET AND NOTES L D T 802 R E S I D E N C E- CCNTRaGtoa of RECOM LOT NETTLES
RESIDENCE
S-2 PLAN VIEW'AND SECTIONS ' eD2 NEnTEs BOULEVARD
S-3 STAIR NOTES AND DETAILS FREE,STANDING AN R
STANDING LANDING DECK/STAIRS JENSEN BEACH,FL 34957
� �III �:- CSM
SCOPE OF WORK1. REPLACE EXISTING TIMBER LANDING/STAIRS WITH NEWDETACHED TIMBER LANDING/STAIRS 25 SOFT PER PLANS.
2. DECK FINISHED N G I N E E R I N GISHED SURFACE TO BE INSTALLED AT 35•FROM r °-' .- / � .Ay "�' '?gay,
a•x.
TOP OF EXISTING GRADE-RAILING IS REQUIRED;ONE SIDE =1R ° f y r `;k •• ;' �,"'+e•,;rT CIVIL STIU CTUEAI MARINE
ONLY. - 5 T "• .{ ^ T"�A`,D:� 0SM ENGINEERINGI LLC
STUART,BE OCEANI FLca 34996ARu•SUITE IA
807 1�n 703 F ° 1 Ju t wz•a2o asm
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8D6 T�.` A - 4 -{ xe� ' � _--`.�. CERTEICAIE OF AUTHDRILITION:29050
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3 d ! }� I ' A:is A''H Mmxo i cu"'rtln�rwl°mnRwAi°"gym ilxmnm°E
804 O t " TI w oOAm u ami�uc"°00
844 R mauxl.la o¢No mcrs wu w m a¢¢
, s ,fY , (' la^A S 1�4 ,( y �,". • .A AS IN v91aEx1 a eW[S9ME S[M'R.n IeattN a
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va foe ur OIM PPOEIT R6W1 M mtlDl
845 '�, 692 mllewwAw a ov mmRDmn.uc. .
sF� sot T LOCATIDN MAP AERIAL MAP
'NOT TO SCALE zu iWlIRN4,uc cararnl aao
846' Q°F 801 NOT TO SCALE Q G{LI
3 ST,LLl7C
847 I,MUTT l9lJI(nT' ?!IVISION
800 AEVIt;N1'i'D FOR APLL•:riCE
848 799
851 850 849 PLA;\S k: l'F EtTt(1T MUS1 BE KEPT O?�JLDn n
C3 K9 W."ECT:014 Jv L Ls,
sos 799 THESE PLANS AND ALL PROPOSED RK PERMIT SET:
7s7 ARE SUBJECT TO ANY CORRECTI IS
SITE�M A PnG / : 5>ao: REQUIRED BY FIELD INSPECTORS 7 AT NOTES 6 COM,ENIS
sx ' a.
SCALE: 1 16°= 1'-0° �. � ® 4 IVMn aWL a ViRh'0 R M RI2 el ra
.TB B +<:k1MY BR N CES r°1.RY:L J ORDER T a M(MIeKiM n�,�fal M
�PLYWITH�1LLtrPPLIPAL'�CO wM�A RInTi
GENERAL NOTES: •--•T • .... `"�
I RLSPIU s]Wm emMx 10 NYIY ROR
CODES AND STANDARDS
I THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:
, n-Rl-BHILIH CODE 1111;5TN EDITION,1014 RESIl—BIIRDING CODE.1114 EXISTING Q j, IIXSGm m:m Max Bn f"°
\/BUILDING CODE,ASCE 7-10,ASO.NDS,k ASO POSED NEW REPLACEMENT CM3t0
1 �O tf:., DECK
TO MATC TINTIMBER G FOOTP NT wM: a raum F.
I ALL CONCRETE IS EXISTING TO REMAIN AND IS SATISFACTORY. ' - EXISTING TIMBER `T\T111I111///A
2 NO CONCRETE MRK IS REQUIRED. - .5• �• DECK TO REMAIN �����g A.•DAR�'�.,�
.. 15T1NG RE51Dr�CE ` �:••'LTOENs,•
DMUL, 'Ar i -iA T�REIN ' >. Cs ••�
I ALL TIMBER TO BE S.Y.P.GO J2 PRESSURE TREATED LUMBER;Fb-1200 PSI MIN. .EXISTING DRIVEWAY p{{pp�� OF I[pp No.7BE1TO ••
TO REMAIN PYIIIC,SETBACK IIEQ� -�'I• * ••2 Al HARDWARE AND CONNECTORS TO BE GALVANIZED .3',5 51
g3.
1 ..1�. .a,-.,•�.�.m�....�. �1J�. STATE OF
O L L A N I FRONT f 1 �,t,
RESIDENTIAL SIDES r IFS•'•••.•••••.• r1G\�
STAIRS:
DL=5 PSF CNR SIDES
" LL=100 PSF LANDING L O C AT 1 O N REAR _ GNOMES A CAADEN JR N
WINO LOAD FBC 2014 @ CHAPTERS 1,2,26,k 28 OF ASCE 7-10 NOT TO SCALE 1 d'
WIND VELOCITY 170 MPH;ULTIMATE WIND SPEED;132 NOMINAL - 7.NG,
EXPOSURE •D•;OPEN DESIGN TF.0 I.. w,o•R COVER SHEETAND NOTES =
CATEGORY II -
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5_1
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NEW LANDING AND STAIRS ARE DETACHED/STAND ALONE. TIMBER LANDINGISTAIRS
QOi'� QO LOT 802 RESIDENCE
Q� Q~ 802 NETTLES BOULEVARD
IP 2 2 -(3)I6d GALV. JENSEN BEACH,FL 34957
NEW HANDRAIL ONE SIDE I +ay (2)1841- +ay NAILS
-�• .
Q ONLY PEN PLANS GALV.WD b '
EDGE OF EXISTING STRUCTURE SCflEWS-IYP. A_ c ru m
4x4x16ga.ANGLE IO V
x E N G I N E E R I N G
ATTACH TO CONCRETE W/(3)J'Ox1J'MIN o�lt S
EMBEDMENT TAPCONS - CIVIL STRUCTURAL MARINE
ATTACH TO STRINGER W/(4)P8A1J°WD SCREW
CBM ENGINEERING!LLC
�� - 2GU1 fiE Oc[.w BauA[v °•B°li[IA
l II 7 72.32046[Ilw]4996APxE.NNECT.R
m 2x4 SIDE RAIL www.C9M•E.n[i
() •j CEgT1iICATE UGAUTNORWTION:29U59
A x
EXISTING CONCRETE DRIVEWAY 0 - yjR11L
IT)
Iw uxxu Meer saMsu+Maws xsMa anwn,
x OO - m,.k`as'Rp°ut wr is!t°�vaanxmauvm a
x aa Asax!ra Arr nw°v4m n 4"raw a uuaxR
.Mtsarte smwn as aeon rM tswrss mmx
x xx vaemsm u4 casn a a"i°ammwa.u[
CONNECTOR A: CONNECTOR B: CONNECTOR B va rM;mae[er,lM sxa ua aac4 m4aaxam nsn.
USP-JU526Z SIMPSON LU524 T- 1• 1x6 DECKING ATTACH TO 2x6 JOIST W/ us[vatmasavArtsmvu uraa.aysmtma
RIM JOIST 4 10dx1-1 2° RIM JOIST 4 10dx1-1 2' 7
taMt®c uc um a ws m o<vsrn.n vnt w n
()8 / ()J / rp g+pCONNECTOR A 'n p - (2) #80x1-5/B" WD SCREW -TYP. iwrm.m°euss°[a.awrMtamlu
' Jasr(a)gloaxl-1/2° STRINGER(2)110ax1-I/2° s' o iwmux[aax tmmwe[.uc.
sq 2y sq 2x4 SI 4 Bx2-1 2" WD
UPLIFT-1,1151 UPLIFT 3208 F ( ) # /
GRAVITY=8701 GRAVRY=470d •Oi` A� coo Af 3 SCREWS GALV. —TYP. n[aa[tma ua mvrRren emu
P A
CONNECTOR C: Off Off O�� ..2x6 RIM
USP-PAU44-TZ '-9'TO EDGE 0 DECKING _
POST(8)d16d
CONCRETE(1)1/2'00-1/2' EXISTING CONCRETE DRIVEWAY E3 A 2x6 JOIST
MIN.ENBEDMENT
uPuFr=s00j
GRAVITY-10000 iv
LANDING -AND STAIR PLAN
SCALE: 1/2-= 1--0- GRADE
1x6 DECKING ATTACH TO 2x6 JOIST W/ a (n-III-�JI „II-Ir�1R(mIII�IIITI�cirtm ILL �r�A�R
(2) #80x1-5/8" GALV. WD SCREW -TYP.
i" LtENTS
NOSING USP POST CONNECTOR PAU44 EXISTING 4°
1 TZ. ATTACH TO POST W/ (6) CONCRETE DRIVEWAY aN PY°eYS
DBL 2x6 TREAD ATTACH W/'(2) 10dx3"GALV. NAILS EACH STRINGER -TYP. �11"- •; 2x6 JOIST PER P .. � lOdx1.5° NAILS. ATTACH TO
As outs aaurta r.Ia"'E",a°rs
1x6 RISER ATTACH W/ (2) 1061-1/2" NALIS EACH STRINGER -TYP. CONCRETE W/ (1)
2x10 STRINGER ATTACH TO POST AND CONCRETE PER PLANS -TYP. 1/2"0x3.5"MIN. EMBEDMENT aortRn,m an m tM
EXP. ANCHOR
1° NOSING -TYP. (4) #Bx2-1/2" LANDING AND STAIR SECTION BSCREWS
-TYP. GALV.
. N SCALE: 1/2"= 1'-0• Al 1)AR���i�
GRADE `� Q,; �10ENSF''•.!liv
M IITI � II =III-1I �I III III I II NIT II �I I I I�I— I N EvilHll�UFFu = Na.78010 _
EXISTING 4" USP POST CONNECTOR "C"
CONCRETE DRIVEWAY PAU44 TZ. ATTACH TO POST STATE OF Z(/�
61�� W 8 1fid NAILS. ATTACH �4x4x16ga. ANGLE CONNECTOR "B° / O ATTACH TO CONCRETE-W/ (3)j"Isxtl" SIMPSON BUCKET LUS24 TO CONCRETE W/ (1)MIN EMBEDMENT TAPGONS W/ (4).10dx1.5" NAILS INTO, 1/2"0x3.5"MIN. EMBEDMENT n n1'1" le
ATTACH TO STRINGER W/ (4) #8x1j° RIM JOIST AND (2) 10dx1.5" EXP.ANCHOR .s
TAPCON PATTERN WD SCREW
INTO STRINGER [4R105 A[ aEN N ur
PLAN VIEW LANDING/STAIR PLAN AND SECTIONS
LANDING AND STAIR SECTION_ A
SCALE: 1/2'= 1--0- - S-2
. r^ File Copy
• - NOTES: TIMBER LANDING/STAIRS
I. 2X6 HAND RAIL TO BE ROUTED FOR INCREASED GRASPABILDY LOT 802 RESIDENCE
2._ALL GRASPABLE RAIL EDGES TO HAVE 0.10 RADIUS,MINIMUM - - 802 NETTLES ROULEVARO
3. GRASPABLE RAIL ATTACHED TO 2X4 SPACER WITH(Ix)—GALV. JENSEN BEACH,FL 34957
#10x4"DECK SCREW 0 12"ON CENTER
2x4 TOP RAIL - csm
LIVE LOAD PER FBC 2014; STH ED. STAIR DESIGN LOADS;" tilt I
nlsmlRUTCD I oaD r f EN G I NEER ING
50 PLF APPLIED IN ANY LIVE LOAD - 100.0 PSF 1P - CIVIL • STRUCTURAL • MARINE
DIRECTION AND ON ANY DEAD LOAD = 5.0 PSF-(SELF WT.). �FF'J
MEMBER - t'; L - _ C5M ENDINEERIND,LLC -
CONCFNTRATFD ICAD� _ - ,,;?..,, r 2-1 BE OCEAN LIOU.w C-S..-'IA
200 LBS APPLIED IN ANY - ri`r-, iw NrU.mr,F'IRRIRA aases�
,t;;.;,:i..,
LNTES V 77z-zzO-asOl•-
DIRECTION AND'ALONG-ANY +rty b, y I u"TiM 11RI1
CREW PENETRATION IN WOOD 1.0"POINT OF THE MEMBERCERT2%".OEALSTHEIRIZATION;CREW SPACING&WD.EDGE DIST.-0.5 - II I� -
THE ABOVE LOADING - 2X6 HAND RAIL ?I w cw0.rv-onNirNo ors IS.aooz."nEs w`.•C wm
CONDITIONS ARE ASSUMED w
2X4 SPACER
TO ACT INDIVIDUAL - r 3, C. wc.Ras uc Wr rR ss mNmuua owwm,maca w
�1 .mmao ro Arc Rmo vwr E,urt roa+w NwrtE
ATTACH W/(4) _... - HANDRAIL
ANDRAIL LOADING .. • - - _ _ NI 3 CAr-V.WD:
SCREWS _ �011IN'k
y2X SIDE RAIL A;Fx? LLa'os �RucnKsea Rs�.Iw msuomc voammc1vmws a sum+ulurtAmnm tnmMn wrn yUa uwnl c Cr inax.EWrsmwrvlLa.wEsmNs am sVwY CduoIM u,s Licsmwxx ss:rMme¢wMc N¢muu cseommr 9ay.s.Y ua4lNrwmcm.
r
xLm.aumn manes R w
nu.
m!!I rM�a ow IR494RmlF uc.
cw E-Umm,uc m%AW cmn
1XI PICKETS- tS ,
0
- - - 04 POST
2X4 BOTTOM T 3x, -
SIDE RAIL
A.
HANDRAIL DIMENSION Qj GRASPABLE RAIL DETAIL *!
4x4 BLOC FOR RAIL AC M NT
2x4 TOP RAIL tm7E5 8 COUREMS
2 4 SIDE TOP RAIL 3" MAX. >.'0„3:
.. - .. Nc murxvwa 2uu a w+exossm nx Eam IT r
2x6 HAND RAIL P R PLANS '` ` amu Kcwlxm JOAmE.rw
..
NaTE: - _ wsruOmmcUmxAnm+oui,rrwrs
'-tx1 PICKETS 2.
EOEsmaR arm�� omN,'Rr. w rr
1. 2X4 TOP--RAILS TO CONNECT TO-POST WITH (2) GALV. Iwo.mo
#10x3" WD. SCREWS U mmrtc r.
2. 20 SIDE RAILS TO CONNECT TO POST-WITH (4) GALV. \`�S A.DgRpp//
#10x3" WD. SCREWS �`` �.,��
I M RIM JOIST 3. CONNECT 4x4 BLOCK TO POST WITH (1x)-1/2" TAG BOLT - ` -r •'ycENSF'•..
0 4. CONNECT ixi PICKET TO 4x4 POST WITH. J. No.76910 =
0- N N (1x)— #8d GALV. NAILS'IF
_ a• - i�(j••.IL CL
STATE OF
x x n
R ORIO, �?M
- - - -
17H LT11-1I Iml ITlj-O-1I I I IJ I1- -1I1-1J 1-1I Ir I1-1I1-1 -01 11MF01F011-!J1 FiL 111511 ExwLES A IM JR a E
GUARD RAIL ELEVATI-ON
SCALE: 1/2"= V—O" - STAIR NOTES AND DETAILS