HomeMy WebLinkAboutRevisions OF•>~TCF USE ONL :
DAJE TLEID: l �. .. PERMI U 1
RLEVYSTON FEE: • n RECEIPT#_ -Z Q
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FOR!PIERCE,FL 34982-5652
=L� Uj (772)462-I553Ll �PLgC�i Y4�I�1 FOR E�J�,ID1�EE �S S{ y PROJECT INFORMATION
I. LOCATION/SITE `
ADDRESS: _ 135�� N W C CO PLUM &r.
'FPrLOA Cl TV 1_L-
2. DETAILED DESCRIPTION OFF PROJECT .
REVISIONS:
8 �� 31oLc OP .1titJ 6: ,�...F2oN`z'
` pro6bK ,U-)AZ L5 AT to -P FAScit� A�2�A� HZM C'd Pis AND P lA r 'K .M=rRK,
11,.�_'... 1"12 '?ffi `!�r�If t. .'a�Fi-L:�t��sflr2::3 T5.
To a
Cc-fall LY 0,11 I H ALI A F 1 ScJFtLS3.-C-GU.. .
3. CONTRACTOR INFORMATION:
STATE of FL REG./CER'T.#: Rx 1106(.(4lR ST.LUCIE COUNTY CERT.P Y763
BUSINESS NAME: }�loa� ScaLbrJ Co. x0c =C'
Q UALIFIiERS NAME: M t e N n t2 N i5w M An1
ADDRESS: I ro$Z ScJ '9 i?--rmo2Lr St.- I
CITY.. ?-ov-r ST Lur-16 STATE: FC, zip.
PHONE(DAYTIM): c-m-z) 340-c13R3 FAX: (I'M) 340—N62G
4. OWNEWBUILDER INFORMATION:
NAME:
AIDbRESS:
CITY: STATE: ZIP:
liePI :3NF; FAX:
5_ ARCF-H TECT/EN'GINEER INFOR WATION.
[NA :'. o Kim 4,ASSoc
AIDDRESS:.. . Po B0A 1on39
bTy: TgNiPr STATE: FL ZIP:
P'f -6NE( A FAX:'
SLCCC:912NO9
Revised 0 412 6/2 0 1 0 Yf`
ST.LUCIE COUNTY
BUILDING DIVISION MAR -5- �Qt8
REVIEWED
FOR COMPU
REVIEWED BY
i DATE 3_g�
PLANS AND PER
MUST BE KEPT ON 'OB OR
t NO INSPECTION WILL BE MADE
Y
a0 PEON KJM. -P.E_
PLA. LAC- NUMIO R 49497
268-87
OO P KI _ 8a'�.
• � � E'V 2�Z j'ao'18 $83� LLLC
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w
�eWlat•� 'E.stq Ci4iBRN 64°H�1
• ��- tit.
y ;
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CIMMER PEST EAVC RAIL SFAI(STITCHING SCREWS fSQ TALLEI W 24•DC
S As -NIP D❑ K I N
ixs As sNovN J(xc NN. ssLTa Putt rtA01 EOE KAw
1••e• CT PLATE[DG[OISTRNCC L SPACE sc !a![yne ALLOY m[OUAL,ve•THICKNESS
s A ABaOCIATEB,LL[
PATID SECTION C-C rAST[M[R SPACMi1 EOUALY J O
F@C
COLUMN & � Ei CONSULTING
61.S•.OWE'
• ; • CONZSI ALLOY PUTTS H.Es STRUCTURAL
' C OIIE SIDE)OR STRONGER
K-�� � 3, to ENGINEERS
PLATE IN STRONGER 06 aSME)WITH 2.3 0070 CNAA RNL �Id 6
(3)-RIP.%'SMS,EACH SIDE AS • • J LL. PO BOIL ID➢SY
SHOWN(�( MIX M
PLATE EDGE DISTANCE K-BRACE O ppp TwnK FL33679
C-o rASTENEA SPACING •• • A O(Pl 941.1:•SCREWS T•D(813)774=1
K-MACE ®•• • s n
p) pNq
CORNER POST 1. FD {ralAp '�l BEAM 'A B.M. TOTAL 11 p RN DQECI 0I1
a•.P•.0a5M STR 6Dba-T6 Ji, L� ` 1 y e.4 3 P e4 1. C.7 rm Issap
AUDY PUT[DA ETRONCER 1'•
' TONE SIB) � � - � JWE BKT'1614. Pis �7 3- 32 I♦'
�Lt�vP `t{sal A.�T" P.6 { 3 10 14' 0
CO-RIP.Y•SAS, K-SRAC[ �E1« e.7 S ♦ 96 16' 0 EA SIDE AS SHOWN! GMT(CHAIRIUIU .
(S IOx PLATE EDGE
TALCE L C-C tE PMB 9 B 64 16•
0
r.ASTERR SPACM N'
e.9 S 6 7P IB• 0
ROOF BEAM'. e.saW) 6 7 Bs I"
e ,•,e• E PLATE OTHERWISE CONNECT ON DETAIL e./o 7 7 R6 Is,
1W•K•SRA¢SITE , UN.(♦)110u1•LONG SGA.INTO
FOUNDATION •I - a. v P�;(.(• ] IG,lL S.Y.B.,EO1 AID ANO bORW DQSSD COOP.AL711lUTNQ
�xtl ,.}'J lG)SttdW TOTALOEM (�
•R LDNOKT[ANCION(2 PLALT9) 5 ,7 t•H at ((TYP.OY�DWGTSOY a sYe „]
a LIEN Or TYP. V'.mNOtETE yy T V3&9ro rA&E TOR EI[E5)
SCICVS ra+NiNEk cw.IRN A (:7 a te.' 1 PUMM
.r^ .; c O
LATERAL"IC-BRACING ANGLE.
m a tSHo
AHG1E,r/CH SEE OAP.) 7.30.070 DiflT/(AWR PIh
CONNECTION DETAILS (gE PUN) ,.,j{ m 31 la,G V
ANa waI sat(TIP.) 0
oGaa•WTEGL
1•.7
. 6 m(
ALW.N; O 6))TMALL CM.) co z
W
YIN.(4 /I04'LIM Z
(Q 14W1'S.YS. E�BOSSES }g�1 W
µINN
EACH LEG OOP.) 0 Z 0:
S.Y.B.POST d O � .
(!)'11La/4•I.Y.S. I.S.W ANGLE 6,LONG X01LOW POST PURLIN TO ROOF BEAM L`L CCE
1.2 0 .ATTACHED ro BEAM W/ (TYP.W EACH NeAM1 CONNECTION DETAIL G 12 9
(E)- oXr sATs IHro sCaw BDa (e)Y+P.s•La a EACH ANGLE LE1 N
W)K�NUT AND WASHER T Mom giOMRT SCRC[N KAO SEMLL K PY
J I11
frACH EK a GAY ATTM ro IOST STRUCTW[ IsnNG a' CHAIR RAIL/OIRT TO POSTFu U O
CON[MONAL TRUSS/RAFTER rN VRN MAX.
IILR`TA.S.W G4'O.C. FACIA TO K e.6 dIH)fP6. OVERHUNG NO TO EXCEED W UNLES OTHERWISE ONNECS ON DETAIL COMM W. UNIX
II.i O.B.ro SUPER GUIDER NOTED ON PLAN DW4
VETOER RED ctOw CHECKER BY: OYN
STRUCTURAL GUM P wM 2.a.0.045 ENYBRUL ATTACHED TO
(4)11S.0/♦'S LS. (1)Yai.e'LG LAG SCREW 0 P4• � (a)-ltOaT S.M.S. YAY'BEAM
4 m ON MT SCALE, A86HOYM
OL IK LENGTH or GUTTER y pUGN BQSS DATE BM7A0
(�WT�»SIOPED (BCE idI,BOLT
BRAY SECURE FASCIA TO EACH RAFTER TAIL ('�I -
(MT OR$LOVED) V/(1)IV.4•LONG PAN WA➢lAO SCREWS (jyE 1jW�•. PIIRUM SCREW ,S6 ANGLE-E'WOE WON
I60RE TTACMING SUPER GUTTER BOSSES C? 1/61'INTO BEAM•(2)-JI4.1
UPROW. �
TO lo. ! s.o A. O.C. —— —j
W PEON KIN,P.E.
ro E •ro os ro su. _
(II-i.ia>f•MOLL PACII EDE USE ).�M eA.l.•14'O.C. - FLA REG.NLMBER4Y(G7
(R NOTE S.e SUB tNl w)cmJ (1)Y-0 'LG.LAG SCREWS __ TUC�ECT•To 1.2 O.B.ro 2.3.
(OR)
O rt\ (TYf+.a[lAO1 KAu I o.e.FASTENED o rLUAK/P06T
{) 17.7 4'I.Y.&. IC/ (1f11 fi V fte JLS BGMS" xwiN(NUUMq/ l'G sroiu�.( La) ry� ITa)j Sxs EACH SIDE
/ W/(O!Oat1M•9xS.Iw SCREW BOSSES dr ORPJ OR IIL4 MHy 3 TL'MAK C-C
LEE. a°.TOP') usrp k TIDrx MT FUAR B LPA[Gfi rAS1ENEK Rm DO KIWI A
CIATEe,LLC
M.•THICK COITINIAUS - TO m`am-Te Nl.o� fG 12Af•s.Ys 0101 SIDE 7
ANON Or EAY RDR s.5 COLUMN ro
• S'Rr 7•SUPER GUTTER Rt arm 1t NIH EEAH EDGE -
„IK ms,.,rwcX - DISTAUT:<TrPa T 111"
OQLUYN/POST COLUYN/POST _n
94
S[CURC rASCIA N EACH WIER TAIL iv'W•I
• V/(O y P.4•LEND PAI IEAO IRO SLRE
KrORE/ITTACwNG EPER GUTTER -
OOF BEAM TO SUPER GUTTER SIDEWALL POST/COLUMN TO PURLIN MAIN POST I COLUMN TO ROOF BEAM.
/10d/4•5A.5. V'rAHTIMIDUS KAU Or CONSTRHCIION
ONNECTION DETAIL E E'O.C. b RIVE CONNECTION DETAIL CONNECTION DETAIL Drawing No.-060811
SHEET 1OF3
j,w,,ill�T RT ' $•MOLE EAOR SIDE(TYPJ .
S.WIIH MIN'
T{' �{'�' ANCHOR B B,S,Y•MaTOP OF E O'20 h fMAIPHI
2a,1/o•.2•US.ANGLE �' iI, IITENI MID THE FAR OF THE COINED POST
• W/(A)E13.3/1'S. EDGE DISTANCE W/2N'EY INTO DO K I M
(EACH SIDE) NOTE
L GIP.,
NOT[10) &ASSOCIATES,LLO
p/A2TAC�ONCRETE ANCHOR Va'O.B.SOLE 7[
•• EMBEDMENT
CREIWETO / r.Pu2ux - C O N F3 U LTI N G
(EACH SEE) to o.E Iro EIEIIE STRUCTURAL
*:,.. •,;; ENGINEERS
':•:••"• US.EE'ANGLE CUP,CUT AT 1.3 OR FAMED TOCORNER CORNER POST
•'t AAIT -)ANGLE AND SECTION WON/10a'SJLS.W/
THE A. (nP) •oil BEAM YAY BEAM TAIII DINE(15) TMR q{•Du WAWA o for O.D. PO Box Iowa
)S'A.7)S•CONCRETE BE MT DE( III O.B.SIDE WALL CORNER UPRIGHT
SCREW ANCHOR 0 24'D.C. OR SLOPw BOLT.WITH B R EAVE T•m813)3 4-032
DIAGONAL SS BEAM OR SAYE IWL T01:(B73)37A-0321
AND B'FROM POST •) O O/dONLL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
24LO.093 BRACE R.JDAU1 DescI DOn
SIDEWALL COLUMN TO CONCRETE B• COWYN/PVaT (SEE PLANT ELEVATION VIEW Am ISSUED
CONNECTION DETAIL 1.2 02.SOLE PLATE POST/COLUMN
TA m12
PLAN-TYPICAL DIAGONAL ROOF O
BRACE CONNECTION UPRIGHT DETAIL
O -PY
Q.
FILE CO
PU FOR SIZE Q
EDGE OF CONCRETE J CTPJ ALI • . 2000 PSI MIN.CONCRETE STRENGTH
la 0 .FASTENED m CORNEA COLUMN _ A -
SECTI N WITH 114.U)•SLS:OL±L y • d
.. 24' C. BEN PLAN VIEW APPROXIMATE ..
1yyyJN E)'MAN.iN1OE OR PAVERS () N
2 'MOLE 2'LONG(EACH SDO. Z _ BET IN MDRTM ON TOP OF FOOTER • .•.' d _.
W f2)11{1'BAR TO POSE + O.D.SDIE PLATE 3 'A i
Y B•MD.GALV.E.P.DOLT
W 1 1/2'YIN.CIHDYENT J
N
♦• COMPACTED OR
Q, 4 UNDISTURBED SOIL/SAND
CORNER POST!COLUMN (1)-/5 REB(R CONTINUOUS c w
TO CONCRETE f. ';• I ARM UP MIN.CONC.covER,3e'CON. qq-
LICE
CONNECTION DETAIL +• ti U
X'0.S•CONCRETE SCAANS O 2P O.C. A S� CON.CONC. 12'MIN.- Z
(MAN)
A.ANGLE. GIP.) BFiY SUVP017f (TYPJ,1))'CONC.EYBEDYDR .) OI$DYDEf(TIP.)
COWYN/PoA (n W
S.Y.S.WITH MN. z
EDGE DISTMCC T6Y wNORM ANCHOR 2.L1/B''S'W.MOLE 0) W
W/ EYBEDYM WTo w/(A)112n/p S,M,B MIN.CONTINUOUS PERIMETER FOOTING N
SEEU2 rINRAL CONCRETE MP.. I.BIG TYPCIAL FRONT VIEW OF POST TO c Z Q.
SEE. T:10) sD E PLATE FOUNDATION CONNECTION WITH PAVERS C O U
1-1' 0 o d- F y.
• o o ` J4
•' _ SEAM! w
ALTERNATE 11) J W
.•.� •..i PEST 3.14$'ANGLE U
L 3-MIN.GYP.) , (.)112•)i'CRY. BRACE DRAWN BY; DYN
Y.'IaY.'CONCRETE
SCREW ANCHOR 0 24'D.C. a'NOMINAL CONCRETE SCAN 11 PUNIIN 1'.1'd)•ANGLE(ORAL[)W/ CHECKED BY. DYK
ANTI B'iROY POSE(TYPJ E WL..O'YIN..W B.B.10/10 ( � N FACN SCALE: AS SHOWN
66GG 1[Y OR �-LD DATE SNUG&
1.S PDUMB(WN.)PEN C.'/.l • .
B, COLUMN/POST •0 2a.Y'MOLE S'LoNG ON
UNDERSOEW��((A)/12dS'9L.5.
la O.B.BOLE PLATE rh d'
IEFAN YAT EACH LEG(Bf/Y.4 BRACE)
O . O _ .• Ad. BE MT
-0R SLOP
d•. ((���� F END
p..MM • DOYEONKIM,P.E.
• d••• •i DYP!' X).s 213 BRACE FLA.REG.NUMBER 41TE87
-•-_ Q .. �•' : ' •A'd.• , (SEE PUN)
III-LLl E'R'P!'EACH 161
I I � �d,, _ _ ALTERNATE(2) DO N�12011m,
CIATES,LLC
� _ •d!• .Ar ` h3 BRACE
• LLTF
EDG OF CONCRETE 1'RYP.ITT \\ 0 ti 4UNOBNPBm 90E OR COYP/CIFO 33678
b CRUSHED UUENOCX(BOW PROCTOR)
PLAN NEW YIN.(1)-(:5 REEM CONRNUOUS.SPLICE
uPST OYERIAP 20.MIN PLAN-TYPICAL ROOF
IN COLUMN TO CONCRETE 8•UIIND 3 wvEX(TYR') BRACE TO BEAM CONNECTION 1 '
NECTION DETAIL
FOUNDATION/SLAB DETAIL Drawing No.-060811
SHEET 20F3
(SEE P"BI FOR SIZE)DOUBLE r I{vC 24'O.C. (SEE PLAN R� NOTCH KN� ZACE TO ACCEPT DEAN '
(TYP. FASTEN WIN(6)➢1{%4-S.M.S., DOUBLE BEAM(PATIO/SM.B•) '
EACH SIDE.OR(2)Y.•0 THRU DOLTS'
_ V/VASHER L NUT,
DO KIM
2.3.0.0" &A88OCIATEa,LLC
POST CONSULTING
-STRUCTURAL
p)-/10r7j•o 12'O.C.OR D ENGINEERS
(I)-/1' 024 r elATYl of BEAMI .
4.4a0.123 MNEE BRACE
--- (1)-��'S.YS. ' 2vT.k•ANGLE(EACH 90E) PO BO%100.T9
(4) •0 TNRU-BOLT 0 24.O.C.,TOP T➢ma➢,FL 33879
V/ •VASHERS O BOTTOM I .TeL(813)374-0321
()Ila.2�'S.Y.S.FA OF SM (ALTERNATIVE)CONNECT KNEE BRACC
DOIIBIED BFiVI W/0.030'THICK•U'CRANNEL CORT-Te
(SEE PLAN FOR SIZE) C yALLOY H(4)414�SMS EACH SIDE.
FASTEN RaV1DY E1e9Cd BOn
O OR IZ)4.0 BOLTS V/WASHER L MIT. 2 ISSUED
B
➢OUBL SMS (1YP.TOP AND BOTTOM OF S4) O
(SEE PL To SIZE) 1X0
a)- v RU-BDLT _ TYP.BEAM TO DOUBLE CARRIER MEE SHAME LENGTH
V/1•vA AS
EAM CONNECTION
NO r TO 0
ACCEPT B AM
as,--- KNEE B NNECTION DETAIL 0
2.3.00
SCREWED
INTERNALLY Py
"
D BILE CARRIER BEAM T V/MIN(4)110.2•SMS. I
POSTCONNECTION DETAIL USE#10.12'S.M.S.0 24'O.C.
ro CONNECT 70 ea D.B.To 2.2. 11 L 0 General Notes and Sped/Icat/0ns: •{
1 O.B.FASTENS.TO COWYN/Post
WAD)e,ma•FASTENED(EACH ENO,TYP.), 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
0 o SEE BEAM/COLUMN consideration. 3
FOR DETAILS
0 0 2. Concrete shall be minimum 28 day compressive strength of Vc-2500 psi,.and be In accordance with the requirements of ACI 318. = tj
00
o Reinforcing steel shall have a min.yield strength of 40,000 psi(grade 40)and be provided with cover in accordance with ACI 318. W
O
e� 3. All dimensions are provided by contractor,DO Kim&Associates,LLC have made interpretations where necessary. -q N
BEAM(SEE PLAN FOR SIZE) 6 U
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The IcOJi
contractor shall verify that the host structure Is in good condition and of sufficient strength to hold the proposed addition.If Z
there is a question about the host structure,the owner(at his own expense)shall hire an architect or engineer to verify host Co w
structure capacity. w
UPNGHT,.(S PLAN FOR SIZE) 5. .Screen density shall be a maximum of iB x 14 x 0.013"mesh. Aluminum shall be 7005-T53 Alloy,6005-T5 Alloy;for secondary o_ zO U
components 6063-T6,-Alloy based on industry standard shapes,thicknesses,and tolerances unless otherwise noted. C�L
6. Unless otherwise noted,SMB shall be stitched with#100/4"SMS at 24"o.c.,top and bottom. W y a
7. Connections using screw bosses shall have minimum(4)-#1Ox2"per connection unless shown otherwise. U p
SEE ROOF SEAM 8. Unless'otherwise shown,screws shall have minimum edge distance and center-to-center distances as shown In this table. DRAWN BY. DYK
SUPER GUffCONNECTION
CHECKED BY. DYK
ETANLcnoH C-1022 Low Carbon Steel SMS&Self-Drill( ITEM Screws(lndustr Standard Screws)
SER y SCALE A9SHONM
(2)-914. S.M. CONNECTION DETA Nominal Screw Diameter Minimum Center to Center DATE: e/1VOG
THROUGH j(OF Minimum Edge Distance
UPIOG)IT Ti Screw (in) Distance
POST 0.12•D.C., .
(TYP') #10 0.188 )/IE" Y2"
Posr(SEE PLAN FOR SIZE) <3>-id•0 THRU BDLT 1 DO YEON KIM,P.E.
V/lr,•.WASHER
#14(1/4") 0.250 Y2" /E FLA.RED.NUMBER 49497
2.SUB a•BASE INSERT V/1 VERTICAL
S ONr OR 0.9. LEGS 0'THICK 6063-T6 ALLOY
S E PLAN pD ND E[A•T ALLP1.➢ABESNO E[AeT ALLM.RASES(TYPJ DO KI 8 BOCIATEB,LLC
SIZE 0 9. Structure has been designed to meet the 611 Edition FBI(2017 FBq.Project Is sited where the ultimate design wind speed,Vim,Is
LO non) (0-I(•0 HOT DIPPED GALVANIZED 150 mph(3-sec gust)for risk category I buildings and other structures.Exposure B. Design pressures are from Table 2002.4, D 2 B3B
0 0 o WEDGE
CONCRETE ORS W/zK•MIN.EMBEDMENT 2017 FBC reduced by 0.88 for screen mesh factor,0.6 for allowable stress design(ASD). T.,Ta"FL 33B78
TOP OF CONCRETE ..T.:..•^:i', A
10. y "Large Diameter Tap cons" LTD Tap ton concrete screws,Simpson Strong-Tie Anc or Titian Screws
Concrete anchors may be" are Ta co "( sl Ta io ws Simshors �(
a i.':• ; or approved equal.
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per Drawing No.'-060811
4x4x0.125 POST TO CONCRETE 2• EDGE 454.2.17.1.11.if enclosing a pool.
ONNECTION DETAIL ANCE(TYPJ 6HEET 3OF3