HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: ISM Do&Di
BY
St. Lucie County _
RECE[11 t::.:
Building Permit Application Planning and Development Services AUG 2 6 2015
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982 Public vvori<,
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential kt-'-ucle coup:-.. F
PERMIT APPLICATION FOR: Aluminum
urnnv vuviuvI "W s- war. e
Address: 7416 Laurels PI Port Saint Lucie, FL 34986
Legal Description: Parcel 15A - At The Reserve - Lot 14
Property Tax ID #: 3322-501=0017-000-8
Site Plan Name:
Project Name: Evans
Setbacks Front Back: _
u'A
concrete — )_ n CJ
Right Side: 4r '1.5 Left Side: 19 f
Lot No.14
Block No.
DETAILED DESCRIPTION OF WORK: ,. Ill
Install an aluminum/screen pool enclosure 38' x 36' on slab by pool company.
CONSTRUCTION INFORMATION:
DHVAC Li Gas Tank DGas
Electric 0 Plumbing DSpr
Total Sq. Ft of Construction:
Cost of Construction: $ 11600, OQ
Piping I (Shutters
ars LQ{Generator,
S Ft. of First Floor: _
Utilities:n Sewer 0 Septic
0 Windows/Doors
0 Roof
Building Height:
OWNER/LESSEE:
CONTRACTOR:
Name Glyn & Catherine Evans
Name: Michael J Newman
Address:7416 Laurels Place
Company: Pioneer Screen Co. Inc. II
City: Port Saint Lucie State: FL
Zip Code: 34986 Fax:
Phone No.661.212.5704
Address: 1682 SW Biltmore5t
City: Port Saint Lucie State: FL
Zip Code: 34984 Fax: 772.340.4626
Phone No. 772.340.4393
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: pioneerscreen@msn.com
State or County License: RX11066919
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER:
Name: ? b kN m 4
_ Not Applicable
A55 rnj a-I-eS
MORTGAGE COMPANY: _ Not Applicable
Name:
Address: 1P• o- 1�) oK
Address:
City:
Zip: ?z3(0-1A P one:
State: _ V
13. '1.ciq 55
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER:
Name:
/Not Applicable
BONDING COMPANY: Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements t our property. otce of Commencement must be orded and p ted on the jobsite
before the fir�i spedion. If ygrf,�tend to obtain financing, consultXith lender or afiAttorney before
_ Signature of
STATE OF FLORIDA
COUNTY OF Sk • Locie—
STATE OF FL
The forgoing instrurkent was acknowledged before me The forgoing instrument was acknowledged before me
this day of 0 2015by this I_o)-day of AL�4 L6 -t 20 i5 by
(Name of person acknowledging) (Name of person acknowledging)
(�-6 p"S. ��-
(Signature of fttavub is -State of Florida) (Signature of Notary P is -State of orida )
Personally Known OR Produced Identification Personally Known OR Produced Identification
Type of Identification Produced Type of Identification Produced
fission No. , v'
Commission No. :? ^�'•. VERLY S WAL CE ���ti-
�.• .r,•_ ERLYS WALL
r`• ' = MY COMMISSION #EE 3 °S.•, My COMMISSI
f '•?u.�ar' EXPIRES November 03. 2016 %°!; 4 EXPIRES November 03,
Revised07/15/2014 ' ae;)399-0153 FbndaNwarysemim.mm 4er)398-0153 ...........
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
I (�
p
COMPLETE
`
D
INITIALS
AFTER RECORDING -RE URN TG: .. _. .. ,, �-�•...<. - . _ -
PERMIT NUMBER:
NOTICE OF COMMENCEMENT J
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3322-501-0017-000-8
SUBDIVISION BLOCK TRACT 15A LOT 14 BLDG UNIT
PARCEL 15A AT THE RESERVES LOT 14 (OR3733-1604)
2. GENERAL DESCRIPTION OF IMPROVEMENT: INSTALL SCREEN ENCLOSURE FOR POOL
3.OWNER INFORMATION: a. Name GLYN EVANS
b. Address 7416 LAURLES PL PORT ST LUCIE FL 34986 c. interest in property OWNER
d. Name and address of fee simple titleholder (if other than owner)
4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER' PIONEER SCREEN CO INC 11 1685 SWBILWORE STPORTST LUCIE FL7723IN393
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) , 20_
GLYN EVANS
Signaturre of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Director/Partner/Manager
State of Florida
County of ST LUCIE
The foregoing instrument was acknowledged before me this day of AUGUST 2015
By GLYN EVANS I as OWNER
(Name of person)
For GLYN EVANS
(Name of party on behalf of whom instrument was executed)
3aJP:f1�( S f ,, )OW 4e�e,
(Printed Name of Notary Public) (Signature
(Type of authority... e.g. Owner, officer, trustee, attorney in fact)
Personally Known_ or produced the following type of ID: n'
(Seal)
BEVERLY S WALLACE
MY COMMISSION # EE830250
EXPIRES November 03.2016
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and
belief (section 92.525, Florida Statutes).
i ature(s) of Owner(s) or Owner(s)' Authorized Ofticer/Director/Partner/Manager who signed above:
By, _ By GLYN EVANS
Rc.. osnonarr(a«om g)
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General Notes and Specifications:
1. Contractor shall field verify ail dimensions before construction and shall notify engineer of discrepancies for immediate
consideration,
2. Concrete shall be minimum 28 day compressive strength of Vc=2500 psi, and be in accordance with the requirements of All 318,
Reinforcing steel shall have a on. yield strength of 40,000 psi (grade 40) and be provided with cover In accordance with ACI 31B.
3. AA'll dimensions are provided by contractor, DO Kim 8 Associates, LLC have made interpretations where necessary.
�t.yyle following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
100 �p tractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. if
�e is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
Lure capacity.
obcrov,nsity shall be a maximum of 18 x 14 x 0.013" mesh. Wall screen shall be removed in accordance with Rule 61520-1.002
e Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, fi005-TS AIIDy, or 6063-T6 Alloy hosed on industry
shapes, thicknesses, and tolerances unless otherwise noted6herwise noted, SMB shall he stitched with N100/4" SMS of 24"o.c., top and bottom.
7. C on ing screw bosses shall have minimum (4)4104" per connection unless shown otherwise.
8. U oth 'se shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
1-1022 Low Carbon Steel SMS 4 Self -Grilling ITEM Screws (Industry Standard Screws)
ew
Normal
Screw
(in)
Diameter
Minimum Edge Distance
Minimum
Center to Center
Distance
0.188
0.219
0,250
9. Structure has been designed to meet the 5" Edition FBC (2014 FBI). Project is sited where the ultimate design wind speed, VUU,
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2014 FBI reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASK
10, Concrete anchors may be "Large Diameter Tapcons" VICE), Tapcon concrete screws, Simpson Strang -Tie Anchors or Titian Screws
or approved equal.
It Aluminum roof pans shall be of aluminum alloy 3105-M14 or 3105-1-128... Composite panel skins shall be of aluminum alloy 3105-1115
or 3105-1125.
D❑ KIM
ASSOCIATES. LL
CONSULTING
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SURVEYOR'S CER FIC•,%TE
I HEREBY CERTIFY TO THE BEST OF IAY BELIEF THAI
THIS SURVEY IS TRUE AND ACCURATE. SOMCT'TO
ALL NOTES AND NOTATIONS SHOWN HEREON.
MI AEL R. LAWSON PSM 6723 DATE '
LEGAL DESCRIPTION
' LOT /S`! • BLOCK OF
�a.A�L'EC• 13—X aT Tf/F IC ..
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN /B
PUBLICTRECOR S OFAJ.T/-, _d7 l COU.NTY. FLA.
REVISIONS
Awld /,I'o/AOSc29
ABACUS LAlipm ;SURVEYORS.. INiC
PORT ST. LCe�IE.PFLOR DAAVE 34963
(561) 33"fi.` ;31 LB 7025 P
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OFFICE USE ONLY:
DATE TILED: I— &S-)u
REYISDONFEE: —7S-DO
1. LOCATION/SITE
ADDRESS:
2.
3.
4.
PERMIT#
RECEIPT #_ 117Z-S q
SC
ZplA & DEVELOPMENT SERVICESSt eyNFD
FORT 2300 V RC�F& CODE L REGULATION �4�;�, �oUnty
(772) 462-1553
APPLICATION FOR BUILDING PERMIT RE
PROJECTINFORMATIO
'7ZI1(o LnURLL� 5�
?QR r sT LucIL t FL
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CNA�J6CF)7 'POLY oo'F i4F-LrA "fib Se2FL�IJ 900F. AFFECr6V Rt1X9
-rAr 9AM9 -
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: Mlc
ADDRESS: 1 /n 82 S W Al
CITY: �32T St (ous
PHONE (DAYTINFE): (Mn') 5i 4n — J. Q
OWNERBUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
S. ARCFfITECT/ENGINEER INFORMATION:
M LIlIII
ADDRESS: i
CITY:
PHONE (DAYTYNIE)':
SLCCC: 923/09
Revised 04/26/2010
ST. LUCIE COUNTY CERT. #: `/7 63
STATE:
FAX:
STATE:
STATE:
FAX:
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TAMPA, FL 336
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204.070 CHAIR ML
K-BRACE
L%' 0 CONCRETE ANCHOR f2 PLACES)
,L IN LIEU OF TYP. Y' 0 CONCRETE
SCREWS FEB( CORNIER COLUMN
_ _ _ _ •-_ _-LATERAL "K" - BRACING • _ __
CONNECTIOWDETAIL'S�'7 -
SCANNED
By
St. Lucie County
(5) /12W/4' S.M.S.
taz O.B. ATTACHED TO BEAN W/
(2)-S.M.S.INTO SCREW BOSS
(1)-1)-1145(I§' SS. TO(U-BOLT
/NUT AND WASHER
Y. EACH SIDE OF BEAM(
(4) /12 2' S.M.S.- 14 O.B.
TO SUPER GUTTER (IYPJ I
4
(4) /1213/4' S.N.S.
qr C
S
ROOF BEAM
(MT OR SLOPED)
(I)-2x2x)b'
`2 FOR 2.8
BEAN STITCHING SCREWS (SEE TABLD 2 24' D.C.
SPLICE PLATE (EACH SIDE GT,BEAI)
SPACE SCREWS q A 5052-H32 ALLDY OR EGUAL, 1/8• THICKNESS
EQUALLY (TYP.) "� q ,
Co
I. °A
COLUMN A 5c�r
u
t Yi (TRH
®® o
® g I'1 'cA'1(i Lam) E 0Mc .
SP
r ANGLE 6' LONG
e EACH BEAM)
%'0.3- LG. B EACH ANGLE
.- FACIA TO BE 2x6 OMINO SPY. I IATED
OR WESTER RED CEDAR
STRUCTURAL MADE B HIM
(1) )"0x2' LG LAG SCREV B 24'
O.C. IRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
V/ (1) K'0x4' LGNG PAN READ LAG SCREVS
BEFORE ATTACHING SUPER GUTTER
(1) y'0x2• La. LAG SCREVS
C❑ p \ (TIP. B EACH REM
T� / M e12x2' S.MS B 12' o.c.
OAK) BETWEEN BEAMS
R. THICK CGNTIN(IOUS
MA A
S` . LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR CO TANG . I , ,�1
REVIEWAD BY
DATE •.
014x4' SCREW
(a> I C..>
I (...)
(....)
BEAN
LINE LINE
A 'B'6'C•
SCREWS
TOTAL
PLATE
WIDTH
2K4
3 2
24
12'
2x5
3 3
32
14'
Y276=
--4-- 3=
_40t
=140
2x7
5 4
56
16'
(2xe^
-55-
^64"-
�j6J
^
�188
18
7
96
18'
FLANS AND PERNM MUST BE KEPT ONJOB (3) Y1201' S.M.S.. EACH LED AND
6 #12SAUL CHANNEL TO BEAM
OR NO iSPECTION WILL BE MADE. R 01' SCREW TOTAL
41 BY 2' LONG -
LE. EACH SIDE (TYP.)
4 Sf 1R 5' SN.S.
EACH LED
HOLLOW POST
L
(2) /10x4' S.MS. THRU. 2x3
CAVE RAIL INTO PURLW SCREW
USEC' t I1y•S.M.S. O 24' 0
TO CYTO lag C,& T
,i
lx2 O.B.'PASIENED TO COLUMN,
W/(2) /INI$;f S.MS. IMO SCREW B,
SECURE FASCIA TO EACH RAFTERcTATL
V/ (1) K'Ox4' LONG PAN 14EADILAG SCREWS
BEFORE ATTACHING SUPER.GUTTER
810aJ/{' S.N.S. K' C0 TINWUS BEAD OF CUNSTRUCTICN
011-114e S.".1%4" IO 2' O.C. A➢HESIVE
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
IN r:
SLOPED
PURUN FASTENED TO COLT
WON (U #IW- S.Ns (I
U5NC THICK MT BUR
TO FIT 600-76 KIM)
WxO.045 EAVERML ATTACHED TO
BEAMS WON (3)-flOA2' S.M.S
IMO SCREW SM.
21Sx.125 ANGLE-2' WIDE
(2)-/14.1' INTO BEAM @
INTO UPRIGHT.
ME /10x1)4' S.M.S.
TO CONNECT TO la
a
ffl
WN. (4) /10W' LONG S.M.S. INTO
SCREW BOSSES OYP. ALTERNATIVE)
BEM 6TRCHING O 24' O.C.
- (M. TOP AND BOTTOM OF SMS
SEE TABLE FOR SIZES)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
_1.119* BY 3' LONG
ANGLE, EACH SIDE (TW.)
(LEG (6) TOTAL (TYP-) EACH
( BE SLOPED OR MT
E PIAN FOR SIZE)
Z
i�.
111
(TYP.)
DO KIM
& ASSOCIATES, LLC
INSULTING
' U CTU RAL
GINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO 1Q & SSOCIATES, LLC
26887
O Ox 9
3367B�
/L
Drawing No. - 060811
SHEET IOF3
SEE PLAN 7SIZE
1.2 O.B. FASTENED ORNESECTON WRN /14.1SM.S.R
24. O.C. I
2.24V ANGLE 2' LONG (FACR
W/(2) j/4a)'j S.N.S.`il0 POS
k ] B W N.D. DALY. DIP. BOL
W/ 2 1/2' MIN. EMBEDMENT
S.MS. WITH MIN.
EDGE DISTANCE
T
EDGE
Y.S. WITH MIN. •
DOE DISTANCE
�\ EDGE OF CONCRETE.)
wwa
UMUM
y A
saJ�
MN��`
)A' ANGLE, EACH SIDE (TM.)
P QYPD
O.B. SOLE
1
SOLE PLATE
2'.
• ANGLE. EACH SIDE (TYP.) _ BEAM SUPPORT
ANCHOR
COLUMN/POST
2.2a
I
fay •i CONCl2lE 1/B' v 2' ED. ANGLE
-. - 1/2)§• EMBEDMENT INTO CONCRETE C1YP., W/ (4) /laws/N
{• S.s
SEE NOTE 10)
SIINCNRAL . (EACH SIDE)
e e
J /1 �,1'z2' 0.& SOLE PLATE N \`ti
::
]- MIN. (TYP.)
}'� 0Y1}'� CONCRETE
SCREW ANCHOR O 24' O.C.
AND 9' FROM! POST (TYP.)
O.B. SOLE PLATE
51
ICREIE +h— P (TYP.)
` d yr
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
4
1:*'.
TO CORNER
\,�, A
GLE CUP. CUT AT 1gCDON 10,1-
WITH S.N.ED
4!V (+�-)-) ANGLE AND
ATTACHED ro THE SCREEN ROOF %' DW WASHER O IB• O.C.
M MAY
MT
BEIN WITH ONE (OJI'0 THRU-
SLOPED
BOLT. 1ED
BEAM OR ETV.
GR BEAM OR RAIL
(` ATTADIAGONAL
L NO
ATTACHED SHALL NOT BE
TO ROC
O ATTACHED ro RaoF PURuns.
� 3YA.0.093 BRAZE
2454' ANGLE (2' 1. 10 V/ (21-1114
TEKS INTO TOP OF 2x3 CAVE RAIL AND (2)- PO
014 TENS INTO THE FRONT OF THE CORNER MST
D ❑ K I M
& ASS0CIATE8.:LL
CONSULTING
STRUCTURAL
ix2 SIB. EDP ERANE
ENGINEERS
CORNER POST
PO Box 10039 -
1. 03. SIDE WALL CORNER UPRIGHT
Tampa, FL 3367E
Tel: (813) 374 )321
ELEVATION VIEW I A. I -'?;I ISSUED
O CORNER POST / COLUMN
UP IG 1L-
REVISIUN
r-2500 PSI MIN. CONCRETE STRENGTH
�COWUN
21L• MAX THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOIER
o,- B, SOLE PLATE i
N
y� O.S• CONCRETE SCREWS O 24' D.C. 2%' MIN. CONC.
(TP.), 1Y! CONC. EMBEDMENT (INN.) EMBEDMENT CTYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOUINAL. CONCRETE SLAB
W.WN. OR Rem REINFORCmO
O'O PYPROPriENEFIBER -
OUND ; ER C.Y.]
. e • Ad,
ea.. •v •• . . •' a
°• ai
a. ,d ••..
14.
e,
.• • �CRUSHEDBED BOIL OR COMPACTED
• CRUSHED DUEROCK (80S PROCTOR)
_•_.- , I YIN. (I)-/S REBMR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3- COVER ITt YP.)
FOUNDATION/SLAB DET
A W '
a
APPROXIMATE .'. '• ,•
GRO
4
d.
PACTED D
UND
_ Q
4
I SfU SOIL/SAND
UNDISTURBED
LU
,.
(1)-05 REBAR, CONTINUOUS
_LU
3' MIN. CONC, COVER, 36' MIN.
LAP SPLICE
U
(7
0
0
IV
12' MIN!
Z
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MIN. CONTINUOUS PERIMETER FOOTING
d w
(BY OTHERS)
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U U
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w En a
EAU
ALTERNATE (1)
:3 La
ANGLE
DRAWN BY: DYK
(4) 012.%* S.M ..
BRACE
CHECKED BY: DYK
21 PURLIN
2115d5' ANGLE E) W/
SCALE ASSHOWN
(4) Its'S.M.S. 0 FAIN
DATE 8111/06
MEMBER ENSECTION
DR ISECT
e
ix e
4 e
addb' ANGLE 2' LONG ON
UNDEASIOEW/(4) d1 r S.U.S.
SEAM MAY
EACH lEG (BEAM 11 BRACE)
BE MT
OR SLOPED
OYE KIM,P.E.
EHN).s.
!ACED
w SINCE
AL REG. 49497
(SEE PITH)
((PpY))
(DYP,1F� END)
ALTERNATE (2)
DO KIM & S CIATES, LUC
2x3 BRACE
PO x 10039
Tamp FL 33Se78
V
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
VA
Drawing No. - 060811
SHEET 20F3
F
General Notes and Specifications.
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
structure capacity.
S. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Wall screen shall be removed in accordance with Rule 61G20-1.002
Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy based on industry
standard shapes, thicknesses, and tolerances unless otherwise noted. ®�-0
6. Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bott
7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless showt�
8. Unless otherwise shown. screws shall have minimum edge distance and center -to -center distances as shown in this table.
C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
'/2"
#12
0.219
#14 (1/4")
0.250
1/2"
s/e"
9. Structure has been designed to meet the 511 Edition FBC (2014 FBU. Project is sited where the ultimate design wind speed, Vu11, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA REG. NUMBER 49,497
DO KO&AS'
LLC
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I Drawing No. - 060811 1