HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: -. PERMIT# U
REVISION FEE: ' Q S.m RECEIPT# 5
{ ` a PLANNING& DEVELOPMENT SERVICES
� COUNTYBUILDING&CODE REGULATION DIVISION MAY '=y s
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578 5t. Lucie Counct, t L
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: I n Z-go R-Esray C c 2 Eck -,)P I y er
Beer ST. Lo cir . r-c-
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ORICIm ►jo sulam1T zIp pt-PA5 IN AAT)QPPT10',1 Of RES1p&-f-y--E 82r1146 RIz-MO-DaW,
A0WQV THAT 15 uoT BZ)N6 2014C-, RE -SUSi�1.1? NG U- la ;; t IZ1
r7 CA 1zatt 13 trn• ti "w 5':ter' t 5l� ,
rN
_ ra
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: Rx 1o�b9 Iq ST.LUCIE COUNTY CERT.#: }
BUSINESS NAME: Pl o o sex s mcu eo.zi e. r
QUALIFIERS NAME: M 1 cm A cL WW N A of
ADDRESS: 168Z SW alfTMoleE Sr.
CITY: ?0xT ST. LX)CIE STATE: FZ. ZIP: "SN9
PHONE(DAYTIME): 112) 340 -43 93 FAX: (7'1 Z) 3L10-y6Z.(o
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION: =
NAME: -Do Vim 4, Assoc.
ADDRESS: p 0. 00
0 3 x 3
1 CITY: MP STATE: FL ZIP: 33679
PHONE(DAYTIME): (8(3) 87 5- q S G FAX:
Revised 07/22/2014
pp.
Vale Copy
46497
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r- CONCEALED FASTENERS OR ATTACHMENTS Fle Copy
ARE THE RESPONSIBILITY OF THE eC BEAN STITCH No SCREWS(SEE TADLD!E4'DC
CORNER POST CAVE RAIL �`•-
COHTRgCTDR OF RE0AR0
P x B.
CT SAS AS GE DI((yy MM. SPLICE PLATE D.AOL SfOE Or BEAM) DO K I M
PATID SECTION CLC F EDGE DISTNRIN! SPACE SCREWS •N]2 ALLOY OR[OWL.1/B'THIC)ON[SS
C-C FASTENER SPACING) EQUALLY(TmJ B IA LC
6'.S'..050E COURIN
n e 6063-16 ALLOY PLATE
ONE SIDE)OR STRONGER
K-QANCE
3'x 3•x OMO'HIM,6063-76 ALLOY
PLATE OR STRONGER(ONE SIDE)WITH 2.3 0.070 C)WR RM.
(3)-!12�S x 1:•SAS,EACH SIDE AS O O J B
LHC-c f)L2TC(CRN.PSPACING)GE DISTANCE _ K-BRACE ®. O• y lti�pl AI{x�'SERE �' I OL 7
B
K-BRACE 000
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CORNER POST s{' 3 'A, LINE LINE SCREWS.PLATE RIYJDtl D88 tlOn
3•x 2'x 0030E MOL 6063-T6 ,{,, 1 6NP ,TRY I PN�11 BEAN A 'B'l'C' TOTAL WIDTH
7m
ALLOY PLATE OR STRONGER E �yY„ C-Y] sbO l•�fOP 4' 2x1 3 2 21 12' �16 Ib6UE0
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`5Nf TO( 20 3 3 32 14'
0
(3)-AIE x 1:'SAS. K-2RACC •(N�'�(TYP Ex6 4 3 40 U' .
EACH 310E AS sMWN E'er 1•�:•• L�• `�- 2M7 3 4 86 IS'
EACH GIRT(CHAIR RAIL)
OISTAHHLNCEPLAC�CEWC N�O� 24 5 9 64 16'
FASTENER SPACING) PV'
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2.2a0.08]
! BRACE(ryP.), ROOF BEAM ex904w 6 7 as 16'
O Y UN A$
V x z' aE pLaTE OTHERWISE "ADO
d� CONNECTION DETAIL 2xlo 7 7 96 I8'
r•x;�rAYvn[�?fi :t
"iE'`• Ell'r"Oi3 i✓fPi.':.`SCE .
SEE MEW TIONS
FW•x'in SI2E ,'.:'.,I.:,..T D�� YUL ION.SL.S.INfO
FOUNDATION ] 12J)'S.Y.S lC0 ANO BORE$(TIP.ALIWAIDE)
D PEIIIlf1rML'S !iE tiEPT aNJ>)C to SCRREW TmiL c
♦n� BEM STITCHING•24,O.0 t0
iP A CONCRETE ANCI47R ID PLACE Sl �X, !i-SCTSCN YY.IL!.�Z�, ��. OW'
TOP AND BOTTOM Iq �,�pC+,� LIEU OF TYP. )S'.CONCRETE _ •• __ PU3AN070 SEE TABLE FOR SUES)
OF SUB _
I.1� c-R1` _ .„CREWS FOR CmUIER COLUMN
V ❑
1 T c W
M 2011 ,.1d5'BY 2'LONG p
LATERAL ANGLE,EACH 9DE mP.) N. 0.070 GIRT/CHNR RAIL U N
PER JI(TI,.m NNECTION Q"NEI TLANS AND ALL PROPOSED WOR,' (SEE PLAN) T.Id(•er]•LONG V
St.Lucie County,FL (, - .R(2>:D(cH1 9DE(rm.) C JO
ARE SUBJECT TO ANYCORRECTIONS (MAN.V.—w1EGL THICMNFS
1•.3 1/6 1'.3•L0. (]>�12dj'sus..EACH 0.7
REQUIRED BY FIELD INSPECTORS THAT Tm.ALRAN�VE) LE.(6>TOTAL(TYP.) W
IAAY BC NEUSOARY'IN ORM TO, YIN.(41N(01 scam KmSSES w
CM. I �1
(z�) u 's.Y.B. (TYP.aTERruTWE). I-'zl{`1 - r- W .
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u 9YD.POST o o �
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IxSxk•AN 6'LONG Q
1.2 O.ATricxm ro BEAN w/ <rm.a EACH SrAro CONNECTION DETAIL U U_
(1) 10x2'9.Y.9.HMO SCREl/BOSS (2)Y'Ax]'LO!EACH ANGLE ...I W
(I)-1/4'd)'S.S.THRU-BOLT
W/M NUT MD WASHER TE,PRIMARY SCREEN ENCLOSURE DENTS SHALL 9E
O EACH 9DE Or BOW TTACHED TO HOST STRUCTURE CONSISTING Or CHAIR RAIL/GIRT TO POST U
VCNTIONAL TRUSS/RAFTER TRAINING WITH II
02.2•S.Ys.O 24•'o.c. FACIA TO!E 2.6 01110 SYS 0 HANG NO I EXCEED 30'UNLESS OTHERWISE CONNECTION DETAIL DRAwNBY. DYK
1.2 O.B.TO SUPER GUTTER OR WESTER RED CC M ED ON PLAN DWG' CHECKED BY. DYK
STRUCTURAL GAADC E HOL BEAUS
GVETWL ATTACHED ro ,
(1)F12W/1's.M.S. (D Y1'!xE•LG LAG SCREW!21' BE415 WHIN(])-If0.2's.Y.S ^ S.U.S.BEAM SCALE A$fiMOAM
O.C.ExTU(E LENGTH 6 GUTTER 2. RUN INTO SCREW BO55. MAY BE SIGNED oq MT
Y BE SLOPED (SEE PLAN FOR SIM DATE: Bn1N5
ROOT BFAY SECURE 1ASMA;TO EAON RAFTER TAIL (2)/10a4•S.M.S.TXRU. OR M»
(MT OR SLOPED) W/(1)NY.4'LONG PM HEAD LAG S REVS CAVE RAIL HMO PUR1N REW 2.5..125 MOLE-2' E(2) --
SCFONE AT
SUPER GUTTER B05XS (2)-/1/.1'INTO O(2)-114.1
HMO UPROW.
USE/10.1_Y2'DS S.a 24'O.C. -- - DO YEON KIM,P.E.
ro 0 -L2 0.8.'M I.
_
((I)-2a2x•('ANGLE.EACH SIDE
(2 FOR TaB 6MB 0R IARGFA.) USE o 'S.U.S. 24•D.C. FIA REG.NUMBER IBIW
(1) 4'P.z'LG,LAG SCREWS __ _ ro ro 1.2 O.B.ro2d.
CI]p` ( @ EACH BEAM 1.2 O.B.FAS m TO CIXYYN/POST %)PUN FASTENED TO COLUMN/POST
IC/ (1 EIE.P•SANS!12•ac. 12.Y'6.N.5.GCN 610E
(4)/12.J/4•SAS. XI EETVEEN BEAMS W/(2)010.U)'S.M. IWO SCREW BOSSES WIIIH(4)/12.1'SAS.(EACH LEE) �, FAy tTyp,)OR µ MIN,3 1f'HAE C{
EACH IEO. (�ENO.�') USING
MKN MT BM BEM SPACING Or iAS1ER03Rs(i PJ DO NUMB OCIATEb,LLC
Xa G ICK COMINUOUS TO FR(�806]-T0 ALLO)1 12.N's.YS.EACH 90E T8687
AANN FOR 2.5 COLUMN TO
5•or 7'SUPER GUTTER 2. CAN RI{{ MIN DEAN EDGE PO 1003E
MIN 0.090•THICK DISTANC[RYPJ Tao
70
COLUMN/POST COLUYN/POST
SECURE FASCIA TO EACH RAFTER TAIL r
V/UI q A.4•LONG PAN HMO LAG$CHEWS
BEFORE ATTACHING SUPER GUTTER
R "EAM TO SUPER GUTTER SIDEWALL COLUMN TO PURLIN N POST/COLUMN TO R EAM
CON N DETAIL O 2'D.C.sYS ADHESIVECOUS 8G0 0<CONSTPUCiION CONNECTIO GN-D AIL
Drawing No.-000811
SHEET 1OF3
F'e COPY
PURL..'JPPoRT �^
N/P09 )9 ARGUE.EACH SIOE(TYP.)
2.S.i6•ANGLE 12'LONGI V/t2)-Nl1
TENS l�NTO TOP OF 2.3 EAVE RAL.AND M-
2.a,1/a•,x•LG.ANGLE 9.Y.5.WIIH NIX.�(' •r CONCRETE ANCNOfl _N14 TEKS INTO THE FRONT OF THE CORNER POST
W/(.)/I2,]/4•S.Y.S EDGE 05TANCE W EMBEDMENT IRO D K I M
(FILM 90EI SIRV CONCRETE
_��_///•''f��EE NO
0 o Tb"r CONCPEIE ANCHOR 11x• SOLE PURE - &ABaCCIA H,LLC
0 0 W//x27S DUN
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•' ,y' ' x.xdS ANG CUP,CUE AT 1E3 O.B.TrHJ'FASTENED ro CORNEA CORNEM PoST T , +4.
' A AJ'(4/- AND
LL AND SECTION WRN�IO,T•4L.5.W/
J•MIN. .) • BEAM MAY ABEAM WIMRO TME(IS�YYR IIRO F 4S•GAL WASHER O IB•O.C. `
• ` �' • ):•r.�'CONLR BE MT BOLT,WITH pER WASHER. 11 O.B.SIDE UPRIIH�, '�r Y,
• SCREW ANCHOR 2A•D.C. Ofl SLOPED [1, -Y
eg ATTACNEO TO OR CAVE RAIL Oei'pS't�11Mf
A EAOY P (fYPJ O pMOpNA1 BRAG V SMALL NOT BEJ 1 7 1
ATTACHED TO F PURUNS.
AND N• f
:I
x,x,O.OB]B RWJDN DB6CII 60n
(SEE PUN)
SIDEWALL COLUMN TO CONCRETE s• coLuuN/Post ELEVATION VIEW N TRT ISSUED
CONNECTION DETAIL 1,x 0B.SOLE PLATEPOST/
0 x01e
PLAN-TYPICAL:DIAGONAL ROOF O CORNER POST/COLUMN 0
UPRIGHT DETAIL
BRACE CONNECTION
O 0
' 0
SEE PLAN FOR SIZE
E OF CONCRETE 1•trYPJ T, 2600 PSI MIN.CONCRETE STRENGTH
1,a O.B.FASTENEDTOCOPHEN "COLUMN +p• _
SECTION WTIH#14.0jj•S.M.S.O
24•D.C. N PLAN VIEW + n
. ry APPROXIMATE
2B•MAX THICK BRICK PAVERS
a,206-/ANGLE a•LONC(UCN SOFT 6 5[T 1N NomAR ON TOP OF FOOiEA r G ° is 111 3 r H.D. —
) 11�• IT 4B� �•
Y /B T 8 O.B.]OlE PULE Z �
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N J
A.- _ COMPACTED OR a
G. q UNDISTURBED SOIL/SAND
CORNER POST/COLUMN ° (1)-/6 REBAR,CONTINUOUS C O
TO CONCRETE r '• . LU
3'MIN.CONIC.COVER,36'MIN. it
CONNECTION DETAIL , ..sI - - [AP sPucE U
-7[k � O
SUPPORT ):•r,a•CONCRETE SCREWS O 24'O.C. A 2�'YIN.CONC. f Y MIN! U
)<'ANGLE,EACH SIDE M.) COLUMN/POST (IMP,),I)<j•CDNC.EMBEDMENT(MIN.) EMBEDMENT(TYP,) W
S.WS.WITH 41N rr�
EDGE GIST CE �'r CONGIEIE ANCH00. � 7-
W/a34"EMBWNW IRO 2YJ. a••Y LG.ANGLE LU
S`AVCRIRAL CONCRETE mp., W/(N) 2.]/A'S.N.9 TYPCIAL FRONT VIEW OF POST TO MIN.CONTINUOUS PERIMETER FOOTING W
SEE NOTE 10) (UCH SID C Z W.
1•.x•D.B.sDIE PLATE e D FOUNDATION CONNECTION WITH PAVERS as O N
• D' Z � U
• d BLW ALTERNATE(11 J W Y
• �"'�\ 2N14l"ANGLE 0 OW0.7 F-
' (4)I12�'SN. BRACE DRAWN BY: OYK
4 Y SCRIA•CONCRETE
4 SCREW INCHOfl O xr•O.C. 1•NOMINAL CONCRETE BLAB 2'1 PUHIIN 211•a�{•ANGLE(GRACE)W/ CHECKED BY. OYK
AND
N•mom POST(M.) U.W.M.PM, N W//NBa10//10
1Y.WL 00.FIBER PbNFORCED (A)BER INTERSECTION
RSECT 0 EACH SCALE' AS SHOWN
w [PoLYPflOPAENE FIBER- YdBFA WIDtSECTION DATE BR1108
1,J POUND(NINJPEA C.Y.]
COLUMN/P05I
q• m� � O a,TdS"AHGLL 1•LONG ON
UNOEMIOEW//((r�/12A*S.M.S.
1.2 O.B.SOLE PLATE . a' BFAN MAY ETCH lE0(ADW 0 BRACE)
0 AO. BE MT
OR SLOPED
.!a„• ((a))�1o.a.'9.MM.S DO YEON KIM,P.E.
O ,. "°• a� 're (TYP.EACH END J 2.3 PTA FLA.REG.NUMBER 49497
(SEE'—III—III III—III— (2 10i 'B 5 )
T77 I DYP/EACH ENO)
•a :•' ` �y ALTERNATE 121 DO K1M 8 ASSOCATES,LLC
III —!!!IJIJJSI .•+d'' / l 2.3 BRACE -`100
EDGE OF CONCRETE l'tiYP.l —1 JrJ \/v�i" Y 19039
,1 U USKEDBDI SOLL OR C PRC TO T p,FL 33879
PLAN VIEW CRUSCON UUOUS, (BCE PROCTOR)
MIN.(U-Re PERM CONTINUOUS,SPLICE PLAN-TYPICAL ROOF
MUST OVERLAP20'YIN.
MAIN COLUMN TO CONCRETE 6•aT u J COVER(M•) BRACE TO BEAM CONNECTION 1
CONNECTION DETAIL
FOUNDATION/SLAB DETAIL Drawing No.-060611
SHEET 20F3
DOUBL BEAM r' (r NOTCH KNEE SHAM TO ACCEPT BE!('f
(SEE LAN FOR SIZE) FASTEN WITH(6)01/xV,'S.M.S,• DOUBLE BEAM(PATIO/S.M.B.) �'I$,� ®�y
Y
i M.B.am EACN SIDE OF(2) '0 THIRD BOLTS
114,/'O 24' •) (SEE PLAN R SIZE) V/WASHER S NUT. -
. . . DO KIM
„•, � Rom( B TEEI,LLC
POST ,1,144 2d 1 Litl LTI N G
K p ( U RAL
EERS
1.41DA2B
(I)-f10,Y'O 12'O.C.OR ,` '� 1003E
(1>- '0 TNRU-BOLT AT NIpN.GNT OF BEAM- I ,1• x[.' (8 374-0321
�T'
V/1'WASHERS )" f '
(1)-IB,x-B.N.S. 2.246-ANGIE(EACH SIDE) (ALTERNATIVE)CONNECT KNEE BRACE -
O 24'O.G.,TOP W/0.060'THICK'D'CNANNR,fi0B]-TO
k BOITOY O ALLOY PUTE OR STRONGER FASTEN RDVJOD D08CTI DOn
''(6)Lf11-?a�'S.N.S.EACH SIDE O WITH(N EII)�'SMS EACH SIDE.
OF BEAM OA DD Y'0 BOLTS W/WASHER L NUT. TOT
DOUBLED BEAM
O 2o1H ISSUE.
DOUBLE SAS BEAM (SEE PUN FOR SIZE) O
(SEE PLAN FAR SIZE)
BEAM CHINC SCREW O 21'O.C.
( ENGTH
M. P AND BOTTOM OF SUB) KNEE BRACE.)
1)-�6 0 THRU-BOLT (BI'NNJ Q
/Or WASHERS
TYP.BEAM TO DOUBLE CARRIER (1)-011.Y.•SAS. 0
TCH POST TO
CCEPT BEAM M CONNECTION
KNEE BRACE CONNECTION DETAIL
Posr
OLIBLE CARRIER BEAM TO
P CTI
(2)-114A'S,Y.
THROUGH OF
UPAIG WO J
POST o 1 D.C., Generat Notes and Specifications:
(TY0
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for Immediate d C3
POET(SEE PLW FOR SIZE) (3)-%'0 THIRD)BOLT consideration. � C W
wly-0 WASHER
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi,and be In accordance with the requirements of ACI 318. U y
2 SUB 1'BASE INSERT W IIII-VERTICAL Reinforcing steel shall have a min.yield strength of 40,000 psi(grade 401 and be provided with cover In accordance with ACI 318. E O
U RIGHTLEGS 7j(('THICK"%.T6 ALLOT
ITT.PUN OO NDf CAST K BAS s U
R SIZE h 3. All dimensions are provided by contractor,DO Kim&Associates,LLC have made Interpretations where necessary. Z
L CATION) (I)-%10 HOT DIPPED GALVANIZED W
WEDGE ANCHORS W/2K'MIN.EMBEDMENT N
0 0 o INTO CONCRETE. 4. The following structures are designed to he attached to block and wood frame structures of adequate structural capacity. The W
TOP OF CONCRETE •1 • contractor shall verify that the host structure'Is In good condition and of sufficient strength to hold the proposed addition.If �j W
.r�. "•� •'+•'�'.:•`••.: there Is a question about the host structure,the owner(at his own expense)shall hire an architect or engineer to verify host r_ z cc
O cc
:*•:' :"r �.'..;.': .,• structure capacity.
R'• 5. Screen density shall be a maximum of 18 x 14 x 0.013"mesh. Aluminum shall be 7005-T53 Alloy,6005-T5 Alloy;for secondary Cr
• '2'MIN.EDGE components 6063-T6,Allo based on Industr standard sha es,thicknesses,and tolerances unless otherwise noted. W W LL
4x4x0.125 POST TO CONCRETE DISTANCE(TYPJ P Y y P }y
PONNECTION DETAIL 6. Unless otherwise noted,SMB shall be stitched with#10x3/4"SMS at 24"o.c.,top and bottom. U O 1-
DRAWN BY: DYK
7. Connections using screw bosses shall have minimum(4)-#10x2"per connection unless shown otherwise. CHECKED BY. DYK
sum SCALE: ASSHOWN
B. Unless otherwise shown,screws shall have minimum edge distance and center-to-center distances as shown in this table. DATE: SMAX)
MAK. Isr M ' K 1-1022 Low Carbon Steel SMS&Self-Drilling ITEM Screws(Industry Standard Screws)
BEAN EDGE IMP. DISTANCE IMP.
ls'
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center
Screw (in) Distance
#10 0.180 S/u� V2% DO YEON KIM,P.E.
#12 0.219 FLA REG.NUMBER 49497
h-MIN. 'LLY #14(1/4") 0.250 V2"SPACED
DO KI iiEc[3039
CIATES,LLC
887
9. Structure has been designed to meet the 51'Edition FBC(2014 FBI).Project Is sited where the ultimate design wind speed,V•I',Is Tamp. 3387E
CAME BEAW 150 mph(3-sec gust)for risk category I buildings and other structures.Exposure S. Design pressures are from Table 2002.4,
(SEE P FOR SIZE) Z ROOF BEN.I 2014 FBC reduced by 0,08 for screen mesh factor,0.6 for allowable stress design(ASD). S
(MAY BE MT OR SLOPED)
2,2,I/B TU.ANGLE-EACH SIDE 10. Concrete anchors may be"Large Diameter Tapcons"(LTDs),Tap con concrete screws,Simpson Strong-Tie Anchors or Tltlan Screws
W/(a)-MA./12,3/4'SMS EACH LEG or approved equal.
Drawing No.-060611
OOF BEAM TO BEAM CONNECTION
' SHEET 30F3