HomeMy WebLinkAboutSUBMITTED PAPPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED r
Date: � 1 1 \i `\5 Permit Number: 5 1 I Oki I
RECEIVED NOV 161015
r Building Permit Application SCANNED
Planning and Development services St. Lucie County
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Aluminum with concrete II
PROPOSED IMPROVEMENT LOCATION:
Address: 5537 Spanish River Dr, Ft Pierce, FL 34951
Legal Description: PORTOFINO SHORES -PHASE TWO LOT 209
Property Tax ID #: 131250201100006
Site Plan Name:
Project Name: PORTOFINO SHORES
Setbacks Front Back: X -41"! Right Side: 6',01 Left Side: /!W,4
DETAILED DESCRIPTIONOFWORK:
Lot No.209
Block No.
180-6" X 28@-6" CONCRETE SLAB; 18@X28@ ALUMINUM SCREEN ROOM, 12" KICKPLATE, 20/'d
SCREEN WALLS, 6" THICK ALUMINUM ROOF PANELS WITH FASCIA & GUTTER
CONSTRUCTION INFORMATION:
itiona wor to e e orme under tispermit—c ec a apply:
OHVAC UGasTank ❑Gas Piping _Shutters ❑Windows/Doors
11 Electric 0 Plumbing Sprinklers E] Generator 0 Roof
Total Sq. Ft of Construction: 504
Cost of Construction: $ 13,607.00
Sq.
of First Floor:
Utilities: []Sewer Septic Building Height: 9=6"
OWNER/LESSEE:
CONTRACTOR:
NameJUSTIN & ELANA CLARK
Name: CLIFFORD WELLS
Address:5537 SPANISH RIVER RD
Company: TREASURE COAST HOME IMPROVEMENTS, INC
Address: 873 SW CALIFORNIA BLVD
City: FT PIERCE State:FL
Zip Code: 34951 Fax:
Phone No.772-579-2828
City: PORT ST LUCIE State: FL
Zip Code: 34953 Fax: 772-673-3783
Phone No. 772-263-9287
E-Mail:ELANAJONAH@YAHOO.COM
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: CLIFFW5050@GMAIL.COM
State or County License: CRC 057901
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL
N LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable
Name: IARNOWSKI eNGINEERMG Name:
Address: 7360 KW eTH STREET Address:
City: PLANTATION State: FL City: State:
Zip: 3377 Phone: e54-7z7s027 Zip: Phone:
FEE SIMPLE TITLEHOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable
Name:
Address:
City: _
Zip: _
Name: _
Address:
City:
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 to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
_ Signature o w er/Lessee/Agent
STATE OF FLORIDA
COUNTY OF ST LUCIE
Thefo goinginstr ent was acknowledged efore me
this \ day of r" O� 20 by
1eQQo s
Signature of C trac or/License Holder
STATE OF FLORIDA
COUNTY OF STIUCIE
The forgoing instrument as acknowledged before me
this�dayof i�iOJ 2015 by
C\C4GA WP-. \\5 0K; -�G-rN Wz\\S
(Name of person acknowledging) (Name of person acknowledging)
(Signature of Notary Publi -State of Florida) (Signature of�ic-St` ate of Florida )
Personally Known gNtiftc6tVl§R�s Personally Known �� Q_R �r ntififa�f n`t
Type of Identification roduW,.'•• L c - state o Type of Iden ifigatSd(Y ou'Ced kN ENS
Comm. Expires g58761"' °b %'ublic -Stale o
Commission N= cn(Seal)en S EEI v,,. ,, o«� Commission 0 _ IC�n Expires N016
;._;:` 8,_ �a ?,muc-. `Ia,10a' '"s •a, Commission#E
..cC�' .,.noa ThrouUh National Nolary Assn.
Revised 07/15/2014
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE H 4129817 OR BOOK 31 PAGE 762, Recorded 11/09/2015 at 11. ` AM
7
NOTICE OF COMMENCEMENT
The undersigned hereby given nation that improvement will be made to cerm)n real property, and in aemrdanm with Chapter 713,
Florida statutes the following infomutma is provided in the Noun of mmmeneement.
1. DESCRIPTION OF PROPERTY (Legal description and morel address) TAX FOLIO NUMBER: 131250201100006
SUBDIVISION BLOCK TRACr_LOT209 RLDG UNIT
PORTOFINO SHORES PHASE TWO LOT 209 5537 SPANISH RIVER RD
2. GENERAL DESCRIPTION OF IMPROVEMENT: 18X28 CONCRETE SLAB 8 ALUMINUM SCREEN ROOM
3. OWNER INFORMATION: aNmenJUSTIN BELANA CLARK 772-579.2829
b, Addm�5537 SPANISH RIVER RD FT PIERCE, FL 34951 e. b erect hrpmP eyOWNER
d. Name and address of fee simple titleholder (if other than owner)
4. CONTBACTOR'S NAME, ADDRESS AND PHONE NUMBER TREASURE COAST HOME IMPROVEMENTS, ING
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the Stare of Florida designated by Owner upon whom notions or other doeur ents may be served as provided by
Sxuon 713.13 (1)(n) 7., Florida Statutes:
8.In addition to himself orberself, Owner designates the following to receive a ropy of the Urnor'm Notim as provided in Section
713.13 (U(b), Florida Statutes:
9. Expiration date of nationafmmmrnonmrnl(the expiration date is 1 year from the date of mearding unless a different date is
specified) _. 20_.
/ Tasn,U CcAf��-(3vjA6-P
SI tare of Owner or Print Name and Provide Sigimetory's Thbr/OfDre
Owner's Authorized O®cer/Dirnior/Ps rmer/Manager
Sratc ofFlorlda
Countyof ST LUCIE r,L .c�tw
The foregoing instrument was xlmowldgd before me
me this Gb T� day of (y'T 13CR-' .20
By TO SnN O-G4XrK —as n W /vF02
(Nameof person) (Type of authority...e.g.Owner, officer, Wstee, attorney in feU)
For S5 (, F
(Nameofpartyonbehalfofwhomiasrrunentwaserecuted) Personally Known_ orpmdured the following type oflD:
G=lkA SlY1011[8
GI Kl�ron k ounb pStill FF216iwW
e✓Newly
Comkapin ff8125.:
(Printed Name ofNotery�P rc) — i r 4417
o NotaryPublic) Wm0168���'�ig
Under penalties of perjury, I dmlare that I have read the foregoing and than the facts in it are true to the best of my knowledge and
belief(section 92525. Florida Sma tes).
1 dne of erf,) or Owuer(u)' Autboriud who signed above:
By.. By oorO Cr�
u,. is®amrl
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THE
By: wa
J SEP IH,CLER
BY; e
u =
Date: Li 09 2015 a
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
Building & Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FILLED LAND AFFIDAVIT
I, the undersigned, am the owner of the following described property,
)31 "z 5oz o I 1 o C006 1`�k-D �-,Ao Wxsg 2, Lai- -Z-n�
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
S�MAI
Prop!M Owner Name (Please Print)
(1'o
perty Owner Signature Date
J.
STATE OF FLORIDA, COUNTY OF oS+ L0 0-t C
ACKNOWLEDGED BEFORE ME THIS a s' DAY OF 0 ���, 20— 5
BY JILSI'tn y„C� IQ1^IC WHO IS PERSONALLY KNOWN TO ME L� OR WHO HAS
PRODUCED r L-U L AS IDENTIFICATI(
!d I / .
SIG)§IA RE OF NOTARY PUBLIC
F.PAj &p COMMISSION NUMBER
SLCPDSD Rcvis d 04/112011
G e
TYPE OR PRINT NOTARY
DLENDAK R1 Ep
101M.
LNotary Public, Stale of Florida
CemmissionU FF 216447
y comm. ewres April 25, 2079
Dec.21.2015 10:16 PM 113 Concrete Perfection 7723,1764
J
PAGE. 2/ 2
Planning & Development $ervites
Building & Code Regulation Division
• 1 2300 Virginia Ave
Fort pierce, FL 34982
.771-Q1Z 272 .Fax.7,7,24M."4,3:
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
.PERMIT.# .: lrll - 607) JOB-ADDRESS:.M7Spanish .River Road
Fort Plane, Ft..34951 BUILDER/CONTRACTOR:
PEST CONTROL
CONTRACTOR: rrmtgaPost contmi PEST CONTROL
LICI~NSE #: J3183203
We, the undersigned, hereby certlfy that we i
subterranean termites in accordance with ft
Square feet if area treated. 8
Percentage of solution: 0.00%
Date of Treatment; 120N8
_____Footing
_ 1`t Treatment
_Re -Treat
—Driveway
_1�Treatment
—Re-Treat
—Other
_ia Treatment
__ � &T'neat
ated the above described construction for
of the National Pest Control Association,
Chemicals used: upsterGold
Total gallons used:
Time of Treatment: 2:3e
M.Slab
„x 1etTreatment
—Re-Treat
—Pools .
.„`111 Treatment
_Re -Treat
_Perimeter for rinal Inspecdon
SignOture of Ektermina r
Note; There mustbe a enm#etrd form rbr each tcgq and fthtment or re -treatment and dais form must be on the job
SI a to bel#'bWup byg ie Impectorat time of eat* 11W 'eV&? or thescheduleW lnspedbbn will fail ando re-mspecdon
&V charged
FOC1a4.2.8CerdlfdeteafPMWive•Titaatmentforprevendonofterm/te9. AMather reslstantjobswpusdng-bvsrd
Shall be provided to rive ObAbCate *w1ment Cefdfkates as each rpq*Lq JproteCdVe treatment IS Completed,
PWIgIng a Copy for the PaWa the permlt9laved to and anodlercopy for the bullding peringtlles. 'The Tfeatment
CertW(aOW101Wdetheproducttromp;IdentRyofMe4WkatortimeanddateofMeftwpy�s11ekratlofr,area
treated dremlcal UW,, pmmnt eandenbadon and numberofgallons used to establlsh a vedAable mrord of
pratNcdve &WhWnt Ifthe Mychemlral bgnfar method for tennile pm&VOon is used, Anal exterfor heatmentshall
h6,wmp1etedpriorlrf Am1bu1l3Vnq_aAlomve1.
St Lutie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
RECEIVED DEL' 2'2 2015
Dec.30.2015 12:41 PM t` .B Concrete Perfection 7723k---V64 PAGE
CONCRETE DISPATCHERS:
MIAMPDADE: (305) 264'-7i01
DEERFIELD: (954) 480-9333
BLOCK PLAN7(305) 805.322E
-rho on Tim® ;:,,.; ,.. '<,' _ IwOM
CENTRAL C0MCRET'B 4SUFB MlX INC. `-
MAIN OFFICE: 4300 S.W. 74th Ave. - Miam1, FL 331,65
PHONE: (305) 262-3250 • FAX: (305) 26.0696
soBTlPERF -
ta-11a4971% -
jkgle A118- ' ..
AERVING MIAMI-DADE. BROWARD AND PALM BEACH COUNTIES
DEL�V_>rR1CADDREsB'.'•,.
J91.�+i1' CGINCRE'r; !.l r&'P :1 VIM
-'393w'.SW1 NORTH SHURE 13LVD
'9ARIDUS• 7DSS
5537 SpaniAh R•Lveit Dx., Font Pde4ee
PORT,ST LUGliE yFl- 34986
PO ip5 A;•
ORDERI4^•^134
PROTECT #1
MAR PASai CE019 LOTJBL0CK4' 'Aa4%SG45 .,.
,.
- TRW,1'LQNf.-
""iSD '.tn.
'r�iv��-i1=4:<ro.:a 'tC(*' ANn •'4.
4
'..Y.*Lt:ni•�:
�YC..`W.vWP15T'7� ~�•
LTD.®W.4
339434.••39005;:.RRPM',4&•,9L.ALi,.,:•,,••;•�•-,,
4^yw;�w.
,
dr
'FUEL SUR •W '
'.
'
ENV . FEE
Hp,W+}� xfoWAOLFTWe' OHi NINlIG
@XTMUNLOAD1Nd 1µAE DHARDO * _ 'm X$1.60 w
•S MINUTES PERCU. YO. ALLOWED SHORT LOAD CHARGE*
$LUMP 10. so.,
THISAELNERY7f7TAL_ CU.YDB.`
AMOUNT
4+/-1 _
TAX
in lIIe.00 •;.
OF YOUR ORDER FOR GU• YDB,
CWTOMER AMMES
.•",Mi;l:.p.-::_1 :,;,; �!�,•;`'r>:,;,,T�,;Y`
coxm= PL.RED ABOR OSSIGN gLumpiIHAWM
MEN
PENFORMANC6 OF ANY OOriCA4Tk PLAQEO AaOVE DE910N 61LUMP OR WHEN
OF ANY
i,'•",;.j'``v%,�``" •".��?•...'+y4C%:i
' "' t
WATEH isAvoeD, WA'rFk A0020 O YES O NO 6L6,
f •,; n a'
Wo
SUBJECT TO THE TERMS,tCON011TONS AND "CAUTION" WARNING LISTED ON BOTH THE
=T:1F:iTSri_-/+rt4 C(w131=IItilvf A9i
.• �< t�7J;,� l it x.•• ,', I AOknOWlodga nial I have roDelved and s0060tod the materlala Uetad on thin tlokot. I
understand and agree to the terms on both the front and back of this Iloket.
1608 TQj�1MY ' RECEIVED BY: X
10 LOADING POINTS AT 7 MIAMI•DADE, BAOWARO AND S. PALM BEACH COUNTY PLANTS TO SERVE YOU BETTER
4w 37722 MIAMI.AIHPORT-OPAIMKA• MEDLEY • pErime • PEMBROKE PINPd • DFSWI9-0
PRoamr ✓i AND SUPPLIERS OP 6UAuw YADY NgX0100NQR = AHb GQNC m BLOCK.'Il_�
OFFIQE COPY
RECEIVED DEC
3 0 2015
1/ 1
~ - SET i6• IR&a OST— I
LB 4286 Boundary Surve /{ina
_ (TrP) N 00'09'43' E 58,001. Boun� f 1 O for:
F�z
st. ai '"ark & ECang Sue CCark
20', C..on�D,�D.E. G.
100MBACK REQ,
FRONT o75'
SIDES (o
CNR SIDES /5r
REAR /5 '
!7! ZNG. �! u
1 TECH. — -
i
N 00'09'43" E
R/W LINE
- �_l� iD LE AL DESCRIPTION
10.06' B.03' C77 `- '- '• " Bein all of Lot 209, accordingto the lat of ., �"� t•� {
p� GRAPHIC SCALE IN FEET PORTOFINO SHORES —PHASE TWO as recorded"ii
pE� Abu'' Plat Book 43, Page 33, Public Records of St. Lucie 11lU: }t '��{ a
County, Florida. ,��{1"• `'.'�-v'�
SO.t ¢ate COO 1 tt
I � L Q ^'i �{u8l✓
WATER
VALVE
EXISTING -ONE STORY.
CBS -RESIDENCE
COVERED
ENTPAVERRYCOLUMNS
w
' • i�iJi�i�i�i� '1"
I�I�I�I�I�I
65.00' 56:00' —_ —
415.00' c p NISH RIVER
ROAD
and `W..ausgeii
ofessional Surveyor ?&'Mapper
irida Certificate No.' 3858 -.
D u GONG �I-u ) i
VALLEY CURB D D =
zl� r
- -= - - - mom
I
CERTIFIED TO:
Portofin Shores Builders Inc; ,
Prime Homes 'at Portofino Shores Ltd.; -
SunTrust Bank, ISAOA,
15 Justin Clark; '& Elana Sue Clark;
FATE Mortgage Bankers Financial Group,: Inc., ISAOA/ATIMA;
Steven B. Greenfield, P.A.; and
Attorneys' Title Insurance Fund, Inc.
AREA SUMMARY
STREET ADDRESS
5537 Spanish River Road
LEGEND & ABBREVIATIONS
GONG. DENOTES CONCRETE P.B. DENOTES PUT BOOK
'P.C.P. DENOTES PERMANENT CONTROL POINT CX DENOTES CONCRETE MONUMENT
(P) DEN07E5 PUT DATA O.R. DENOTES OFFICIAL RECORDS BOOK
C DENOTES CALCULATE) FROM FIELD MEASUREMENTS IR & C DENOTES IRON ROD k CAP
' II�L DENOTES PROPERTY UNE PG.. DENOTES PACE
(R) DENOTES RADIAL — COR DENOTES CORNER
1D DENOTES IDENTIFICATION NUMBER P.O.B. DENOTES POINT OF BEGINNING
�) - DENOTES FLOW LINE P.O.C. DENOTES POINT OF COMMENCEMENT
TOB DENOTES TOP OF BANK UP, : DENOTES IRON PIPE
TYP. DENOTES TYPICAL I.R. DENOTES IRON ROD
FND. DENOTES FOUND U.E.• DENOTES U71UTY EASEMENT
LB. DENOTES UCENSED BUSINESS, _ D.E. DENOTES DRAINAGE EASEMENT
F.F.E. DENOTES FINISHED FLOOR ELEVATION W.M.T.DENOTES WATER MANAGEMENT TRACT
®- DE1107ES WATER METER L �6DENOTES. ELEVATION (TYPICAL)
..:,OST DENOTES OPEN sPAaE TRACT - I" DENOTES RIGHT—OF—WAY
BST DENOTES EELLSOM TELEPHONE CAN DENOTES CABLE TELEVISION
GENERAL NOTES
1. The bearings shown hereon are referenced to the centerline of Spanish River Road
having a bearing of NOO'09'43"E, according' to the plat of
PORTOFINO SHORES —PHASE TWO as recorded in Plat Book -43, Page 33,
Public Records of St. Lucie County, Florida:'
2. All above ground fixed improvements, if any, have been located and shown hereon.
3. Underground utilities and utility services have not been located On this survey.
4. Flood Note: By graphic plotting only, this property is in Zone "X", according to the
Flood Insurance Rate Map, Community Panal No. 120111CO070 F , effective date June
30, 1999. The exact designation can only bedetermined by an elevation certificate.
5. Reproductions of this map are not valid without the signature and original raised seal
of a Florida Licensed Surveyor & Mapper.
. 6. Lands shown hereon were not abstracted bv. this office for rights—of—wav, easements
of record,. ownership, abandonment's deed restrictions, or Murphy Act Deeds.
7. Additions or deletions to survey maps or reports by other than the signing party
or parties -is -prohibited -without written consent of the signing party or parties.
8. The last date of field work was February 9; 2005.
SOD.""' 3710f Added Certifications 3/2/05 Sally ADDED FINAL 3/1/05 GILLDRIVEWAY.....691t ADDED FORMBOARDS a/04/04 GLL
qq
e: FINAL LOT 209
te: 09/22/03
—032 209
/CT-an.,ULPEPPER
ale: 1"=20'
awn by. GLL
Farl
CONSULTING ENGINEERS
&
LAND SURVEYORS
&
2980 SWTH 25th STREET
ERPENING,INc FORT PIERCE FLORIDA 34982
(772) 484-3537
.,_-_.,_ _ 11.9
- Boundary Survey (final) for;
Justin Clark &
Elana Sue Clark -
St. Lucie Caun ZD crz
�.�
c
EZ
a a a
e. .
EXISTING
f 1/4' MIN. 2" J 1/2' BRICK VEENER
PENETRATION 70 Aw MAX
CONCRETE BLOCK
& 2" TO CONCRETE , - -
4
w I
POURED CONCRETE 1/4'Dx7' EICO male Yn��
OR CONCRETE BLOCK PANELM47E TVAS ANCHORS IXlS77NG,
WAfl REQUIRED (SEE SCHEDULE FOR SPACING).
I AS AP
I I A
I
V+ r�oxa/1
BOLTS W/
I
7/B'9xJ/J2'
..
WING NUT O
• - I
I
12" O.C.
1,. 114" MIN,
'I- PENETRATON 70.
CONCRETE BLOCK I
EXISTING
IXEXILSTiASTING
& 2-70 CONCRETE
A
I
I
APPLICABLE
Cont.
. I + L EXISONG
. BRICK
VEENER
POURED CONCRETE 1/4'OxLi" EECO mole
OR CONCRETE BLOCK . PANETTMTE TVAS ANCHORS
WALL REI RED "(SEE SCHEDULE FOR SPACING),
BUILD OUT INSTALLATION
,SECTION
SCALE: J/B' < 1'
E D. = EDGE DISTANCE
(SEE SCHEDULE ON
SHEETS 10 & 11 OF 15)
f1 gyp"
DOTE FOR COMSIMNON OF =DNS
WALL MOUNTING SECTIONS CAN BE -
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.'` -
CONCRETE
(SEE
POURED
CONCRETE
REQUIRED
I
I
C95TING—A
GLASS
7 �:
O
W
�SE£ SCHEDULE
I Min.TARAn
O �USS.
I rn �:•�,
� 0 • -` jtJ. /4b-20xt' SS. M.S.
•'��„+ W/ 7/8 Gx3/32" —
e, YANG
NUT-0 12-O.C.
,POURED
CONCRETE
04 CONCRETE
BLOCK WALL d
o
REQUIRED W
3
CONCRETE ANCHORSf —
(SEF SCHEDULE)
•
1
SECTION 14A
Cont.
CONCRETE ANCHORS
(SEE SCHEDULE)1\
—L�
N
POURED W N
CONCRETE N
REQUIRED
/II
CXISRNG J
CLASS I SEE SCHEDULE
f Min. SEPARAD
TO GLASS
61
i DETAIL 2/7-
I ,
I -hLI
11-1-20x1 " S.S U.S.
W/ 7/B ix3/32' O.C.
-
WING NUT O 12
I -
I
POURED --/
CONCRETE
OR CONCRETE
BLOCK WALL o
REQUIRED W
CONCRETE ANCHORS -
(SEE SCHEDULE)
WALL MOUNTING INSTALLATIONS h
SECTI— ONS 14
SCALE : 3/8' = 1'
'` 6 C ® INC.
: M)'71-1e10. ro
E
d.'
Y/8
TqNT,jRLgIKY`TlEMO✓ABLE HWQ I W/
i ♦. SIDEWALK DOLTS SEE DETAIL 2)
G• CONNECTED TO 7HRU 5/8•0
HOLES AT 11 0 6' O.0 & FASTENED
AT REAR W1 7/8'0x3/J2' YANG NUT
O EVERY SIDEWALK DOLT.
i
ltll �
F.B.C.(H.V,H.Z.)/MMMI—DAD£ COUNTY
0.0500 SOLID BERTHA ALUMINUM STORM PANEL AS SHOW
SGLE
EASTERN METAL SUPPLY, INC 7/Luw
NY 4266 WESMaWs MW
nee RMERI BE" FZ JJ407 03-141
DRAIY7NG No
SHEET 6 OF IS
1
ST. LUCIE COUNTY DESIGN CERTIFICATION
CODE EDITION: FBC 2014 EDITION
OCCUPANCY: SINGLE FAMILY DWELLING — SCREEN ROOM
BUILDING DESIGNED AS: OPEN STRUCTURE
BUILDING HEIGHT G 60 FEET
MEAN ROOF HEIGHT: 10'-0"
RISK CATEGORY: II
BASIC WIND VELOCITY PRESSURES:
WIND SPEED: 150 MPH (ass D cusp
BASIC WIND VELOCITY PRESSURES: 16.4 PSF WALLS
30 PSF ROOF
ROOF DEAD LOAD We Duo uz o usm m wssr ueurr avmorsl: 2 PSF
SOIL BEARING CAPACITY: WELL COMPACTED
REVIEWED FOR SHEAR WALL REQUIREMENTS: YES
IMPACT PROTECTION SPECIFIED: NO
17.1
ezIA
i a J 11'nv(J� g`'y,�ji.".� i�=..i"lRM
i.
CONES
I
CI�Y�:U� LA
CONCEALED FASTENERS OR AT(ACIIhhEldi
AAECONTAACTOR OF RECORDNE
6" HEADER CHANNEL
'PUSS
6"INSUL PANEL
1 /4"X2 1/2"TO
TAPCON
® 10' O.C. CONC.
OR 1/4'X3" LAG TO
10 2' WALL STUD SMS 04" C.C.
(BOTTOM ONLY)
PANEL TO HOUSE CONN
N.T.S.
r
m
m
r
O
z
FLASHING
OPTIONAL
m
I
0
10'-0'
xQ
c—
V/. m �
9'-0.
NEW ALUM. KICK PLATE (TYP) —
RATIONAL ANALYSIS CALCULATION
PER FBC 2014 FOR NEW FOUNDATION
qz 19.8 PSF (PER TABLE 2002.4) --> USE 30PSF
30 PSF — 2 PSF (DEAD LOAD) = 28 PSF
WIND UPLIFT — 28 X 36 X 10 = 8.400 LB
APPLY SAFETY FACTOR = 1.67 X 8,400 = 14,028
WEIGHT OF 4" CONIC. SIAS = 150 X .333 X 28 X 6 = 8,392
WEIGHT OF 12"X12" FOOTING = 150 X 1 X 1 X 40 = 6,000
TOTAL WEIGHT = 14.392 > 14,028
....OK NEW SLAB & FOOTING
IS ADEQUATE
TO EXIST.
WALL
EXIST. HOUSE
NEW 6"X.032"X1LB EPS
PANELS (SPANS BY DO KIM &
ASSOC., LLC FLORIDA PRODUCT
APPROVAL $FL-7561)
10'-0"
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARYIN ORDER TO
coMHLY WITH ALLAPPLICAULE eautV.
ST LUCIE COUNTY
UUILDINO DIVISION
/i �R�vleweD
ls, p�NCE
REVIEW �s_
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
28'-0' I
y._D.
PLAN
a TERMITE r"r�r'�E�r REQUIRE®
,.
202
o
M
N
ItI In
In
M
b
0
O,
202
.5'-7"
.
, .•
5 -7"
5'-7"
5'-7"
5 -7"
28'-0"
FRONT ELEVATION
NEW 4' CONC. SLAB W/
6X6- 10/10 W.W.M. OR
RBERMESH & 12"X12' FTG.
W/ 2- #5 REBAR (IYP.)
ST(OG7�R/A< ON�`7
ri
W
Of
N
O
(L
x
o LU
LU
- o
oz
N �
U W
m H
W F
H J
O
F- 2
IL
W
O
LL
U O
to 0
Z W
aN
�a
O m
Lo w
m r
o to II 3
L0 m
LLi
Z
m w a
o as m o
H
3
Z
a
F
z
cc
W
rrZ
V
W
7
Y
(n
O
z C-4
0
Q
=U, w
Z a
(D
U
d `O
m
O
w z
Ic w w
U (=/1
nn
L0L0
mm
O0 i
d
F
I Z V)
F-
r)
0 cli
Loll
JE NJ
ST. LUCIE COUNTY DESIGN CERTIFICATION 0
CODE EDITION: FBC 2014 EDITION
Q k L
OCCUPANCY. SINGLE FAMILY DWELLING - SCREEN ROOM I'm :� k Li
CONCEALED FASiENERS OR ATTACHMENTS BUILDING DESIGNED AS: OPEN STRUCTURE 0 5 m cf)
it> 0 "In c� -
ARE THE RESPONSIBILM OF THE BUILDING HEIGHT < 60 FEET CD
MEAN ROOF HEIGHT. 10'-0"
RISK CATEGORY: I G
�71
CONTRACTOR OF RECORD BASIC WIND VELOCITY PRESSURES:
WIND SPEED: 150 MPH (3s NoGuv) %7
BASIC WIND VELOCITY PRESSURES: 16.4 PSF WALLS
30 PSF ROOF ST. LUCIE COUNTY
ROOF DEAD LOAD penal Duo 2 PSF BUILDING DIVISION
SOIL BEARING CAPACITY. WELL COMPACTED REVIEWED
REVIEWED FOR SHEAR WALL REQUIREMENTS: YES FOR Co E 0
IMPACT PROTECTION SPECIFIED: NO THESE PLANS AND ALL PROPOSED WORK REVIEWED BY I
Lo -_ L,: -
ARE SUBJECT TO ANY CORRECTIONS DATE F. 0
REQUIRED BY P!LLD INSI�ECTORS THAT PLANS AND FERMI T 0 Lo
MAY BE NECESSARY IN LARDER TO MUST BE KEPT ON JOB OR Lo
0
COMPLY WITH 466 APPWCAPLu CoorG, NO INSPECTION WILL BE MADE z
M
C)
ATTACH TO EXIST.
HOUSE WALL
EXIST. HOUSE 0
lx2 M uj
0
cl! L5
z
M
2E c) z
6LB M w
5LB Of
NEW 6"X.032"XlLB EPS tz M
at PANELS (SPANS BY DO KIM 0 :D >
1 0 & 6 w tno
M 0 0 2 CT M !-D W LU c� �3 P�lu -1 -1 -j
ASSOC., LLC FLORIDA PRODUCT
< APPROVAL f FL-7561) F- (If
> SUB 0
6LB u 0 M
Of In
0 CA 2 LLI 0
S4 L)
jr
Ld V)
LU LLI y Lu
Of
0
L) 0 2 0
1X2 IX2 U) cf) Of C) Lo L) L -------------------------------------------------- I
FQ-
12' O.H. 0
112r 6'-6" 1 B"Ll T."Ix IL 18" 6 6
X
Lu
PLAN c/) 0 w
C'4 � sz z I,
LN
O Lu Ir I,
F-- U-I
303 LL < w
Lu
FLASHING 202 'am
6' HEADER CHANNEL OPTIONAL I
-i C) ui 0 x
O 73 w
F-
TIC
NEW ALUM. KICK PLATE (TYP) rL < a-
6" INSUL PANEL
1/4"X2 1/2- TAPCON 202 w
0
0 10"� O.C. TO CONC.-�l Lt-
5--7- 5--7- z
OR 1/4"X3" LAG TO N� #10 SMS a 4" C.C. 5--7- 5--7 S' �7- 1 0 z
2" WALL STUD -. C). - CONC. SLAB W/ L) 0
(BOTTOM ONLY) 213 NEW 4 F
6X5- I ul I u W.W.M. OR On
PANEL TO HOUSE CONN FRONT ELEVATION FIBERMESH & 8"X8" FTG. Z Lu 'd
< (A -i � -j
N.T.S. W/ 1- #5 REBAR CW.) _j < — 0 �
n- M > �; e
�) 2! 0
Lu Z :P
On 0 u
0
Lu U5 �
LLJ n
00
v2 ® 12- C.C./PANEL T&B
' Pgryq
a
q7 TO EA IXISP TRUSS
FROM CHANNEL AND a 12- 2' MIN. FASCIA
O.C. MAX. TO FASCIA
NOTE FASCIA MAY BE BUILT UP 6Y LAGGING NEW 1- MEM. TO OLD/
2-1/4- x 3-1/2" LAGS/TRUSS OR RAFTER.
2' SUB -FASCIA BEHIND 1' FASCIA IS ALSO ACCEPTABLE.
FASCIA CONN.
v
HOUSE —INS. ROOF
CONC. WALL.
2-1/4"X2-1/4- LONG
ANCHOR
THRU
�- 2"X2X1/B" CUP ANGLE
CLIP INTO EXTG.
C
EA. SIDE %2 - g4 OR
3- 2 CLIP T6 BM.
CONC.
(7W0 F,A. CUP. 4/BM)
FOR 9 BEAMS OR GREATER
,FA.
FOEl�7 BEAMS OR
OR (4)R- USE 3 - #4
USE (3) TAPCONS.
BM TO
HOUSE CONN.
N
N
9
y�he
RK
m
�
J
U �
m
�
m
�
m
�
o
W
m
BEAM SPAN
SEE SCHEDULE
VARIES Aj
ru Zm -
JO~
UW
L KICK PL I
SE 202 TOP
/1-#2 ® 8-
BEARING WALL
SEE COL SCHEDULE
(SHT. "B2
KP
FASTENING SCHED�{i,�i;•}:.'::::'' ELEVATION C1'
1 — , 14 TEK SCREYY%HEX HEAD suN RoaM
2 — 10 S.M.S./ HEX HD. #B a e' D.C-
3 - 1/4" X 2 1/4" TAPCON ANCHOR (Tm.7
4 - 1/4 BOLTS/WASHER/NUT
5 - CLIP ANGLE-125" MIN. THICKNESS 202
6 — #12X1" LG. S.M.S./HEX HD. z SCREWS
7 — 1/4" X 3" LAG f6 SCREWS MIN. -
B — 1/4" LAG*, WITH 1" WASHER EACH SIDE)
9 — #10 X 1 1/2" S.M.S./HEX HD. COL
12 — CLIP ANGLE, 3/32 MIN.THICKNESS
°LAG BOLT LENGTH TO BE 1" LONGER
202
EXIST. DRIP CAP
AL FLASHING
#8 0 8" C.C.
EXIST.
rjlB
:THRU BOLTS
1/4" AIR GAP PX-.% !SHERS & NUTS
EA
N1'•{::':'}::i:':::'1i:ice
MAX. COL
PER TABLE
IN o 1Y C.C.
OY. 3/PANEL
PAN
CARNY BNEDWEAM
PER SC
OPTIONAL 1X2
CORNERI
COL I COL
OPTIONAL
FLASHING
C.C.
T&B
PANHL-3
G3 ® 12' O.C. 7D
NEL
t-2'GR
CONC. �7-i6' O.C.
TO 2 X 4 STUD
PANEL TO
WALL CONN.
#5 (EA. SIDE) W/ 2 - #4 WAIL:"
TO BM. (W//2 - #7 EA. CUP PROOFING
INTO FASC14
J ANCHOR
> AL FL'GLLI .
o OR 302
.�u� OPTIONAL 16" O.C.
cn
SIDES TO
1 f FROM AN
MN. 2' FASCLAJ
FOR 7" BEAMS OR GREATER
CORNER COL USE (3) - #4 & (3) - #7
BM. CONN. AT FASCIA
#8aB-
BOTTOM I
T-2 OR T-3-
60LT5/B- THRU-
2X2'XI18" X 2" LONG
CUP ANGLE W/3 - 02
r
EA FACE
WINDOW
FRAME
gLgs
3X3'
r—SEE ANCHORING
DETAIL FOR CORRECT
'C")
SPECS (SHEET
.1X2
SECTION B—B
(SCREEN ROOM)
" SEE TABLES OR SITE.
'CONN. TO BE CONT. In (6 MAY 8E
TOP TO BOTTOM
OF PANEL OF 20—_ (�.
ALL JOINTS 'I
PANEL
CARRY BEAM
THAN ALUMINUM PANEL THICKNESS CARRY BM. TO ALUM. COL. CONN. DETAIL
INSULATED ALUM. PANEL DETAIL SHEET:
ECIFIC .D,RAWi•NGS FOR•}?j✓"Q('1ifZE.t3;;8£Atv�•7AND COLUMN SIZES
D.C.
a 18" O.C.
m) •,:'ANCHOR ,X2 �TarzO$`i:4 `:�>'+'
•::::
:::::
CARRY BEAM
:::`:?:;:r:+::'r.
PER SCHEDULE
ONE
3P/$A.:
:•i}/fi 4•'La•TAPOON TC —
ONE O T
(µViF;'ANOLE
:foNC. & (4}/6 TO COL (IYP)
.
' ,GOL• •":''HE
1X2 OPTIONAL
J
OYP.)
INTERMEDIATE COL.
SCREEN
FOR SCREEN ROOM
F.B.C. 2014 EDITION &
ASCE 7.10
AL TK. ALLOY 3003 -
-2 OR T-
WINDOW
FRAME BY
G 0
ALL
2"
0 B" D.C.
SIDE
FOR COLUMNS 5" DEEP
OR GREATER INSTALL
ADDITIONAL 2-X2-X2-X1/8-
ANGLE EA. SIDE OF INSIDE
OF COL W/3-#6 TO Cl
& 1 - 318- X 4- I.G. EXP
BOLT (WEDGE ANCHOR)
TO CONC. 0
EA CUP
2X2X1/e' X 4- LD. ANGLE EA. SIDE
OF COLUMN W/ (4)-$14 TEXS TO
COLUMN & (2)-7/4- THRU-BOLLS TO
CARRY BEAM
AUUM. COLUMN -/ BEAM
ALT. CARRY BEAM
TO COLUMN
#B THRU PANEL, BM.
a" C.C.
(1-1/2" LONG)
11" C.C. (TYP.)
X1/8- X 2- LONG
ANGLE W/3 - #2
R — q.....W LL`:PANEL MAY
.032 R — :!1}:,':..:1:::::. 6}`4" PLYWOOD
7
T.FJyUQU$i;�u'a
°o ° o iV
M
:F
is
m
00 0
0
L FROM TABLE OR FL PRODUCT APPROVAL
PITCH IS A" PER 12-, MAX IS 6- IN 12"
ROOF & WALL PANEL DETAILS
PANEL SCHEDULE: ROOF PANELS
PANEL
L/80*
12' SPAN OR LESS
L/120
L/180*
OYER 12'
R — 2
11'-6"
12'-0"
--
R — 3
12'-0"
13'-6"
--
R _-4
--
16'-2"
13'-10'
R — 6
--
20'-8"
17'-10'
R — 8
--
24'-4"
21'-3"
* = FOR USE IN WHIZ AREAS ONLY
2-X2-X2" LONG X 1/8-
ANGLE EA. SIDE OF COL
3%8
4X 4-L.GC EXPANSION
BOLT (WEDGE ANCHOR)
TO CONC. 0 EA. CUP
3. TO BOOM (EDG
COLUMN ANCHORING DETAIL
/`r4-#6 TO COL OW)
CUP ANGLE COL I 1 - 3 8" X 4" LG. EXPANSION
BOLT (WEDGE ANCHOR) TO CONC.
(TP.) 2 PER COL
°3 0 18" O.C.
1xz ,x2 �LSEWHERE
FTG.
DELETE 1X2 OPEN PORT FOR
(IYP.)
FRONT ELEVATION
NOTE ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS.
ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2X2'XI1B'XV
LONG, USE ONE ANCHORS PER CUP - MIN. TWO ANCHORS PER COLUMN IN ALL CASES.
3/8- CIA, BOLTS ARE TO BE EXPANSION TYPE (SEE ANGLE TO CONC. DETAIL)
EXPANSION SOLTS'TO'BE'HILT KWIK BOLT II' SYSTEM OR EQUAL
r
"3/8" TAkON MAY CBE USIN ES UEU OF 3/8- EXPANSION BOLT
SEE GENERAL NOTE 4 FOR ADDITIONAL REQGIREMENIS
07/01 /15 ENGINEERING BUSINESS CA 00009677
LE N T.S. T'ARNOWSKI
ENGINEERING
-= CIVIL & STRUCTURAL ENGINEERING
,� 7360 N.W. Sin Street Phone (954) 727 - 2027
, J1l�LG Plantation, FL 33317 Fax (954) 727 - 9644
ALL CALCULATION,'- ,iE BASED ON THE FOLLOWING, _9TERIA:
RAIL S
CHAIR RAIL S...-.-=DULE
18X14 MESH
�. FOR SCREENING WITH 1BX14X.013" MESH
SPANS ARE BASED ON LOADS FRDM FBC TABLE 2002.4
LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF
2. 4.8 PSF ROOF + 16.4 PSF WALL COMBINED LOAD & 250# NON -COMBINED LOAD
3. WIND LOAD = 150 M.P.H. / EXPOSURE B / CATEGORY I
4. DESIGN MEETS L/60 DEFLECTION REQUIREMENTS
SCREEN BEAM SCHEDULES WITH MANSARD ROOF
MAXIMUM EAVE SPAN-,'.
EAVE
4.0'
5.0'
; 6,0'
2X3XO60
8.0
7.7:::;?7,1
6.6'-
3X3X070
S.
B:b;:::
:';';0
8.0
*LOAD FACTOR=:;Fj?5,'I?1E DISTANCE YO;
BELOW + 1/2 THE:;RjS♦,OF,; THE ROOF AI
W/8' COLUMN HEIGHT
W/1 O' COLUMN HEIGHT
W/12' COLUMN HEIGH? .'.?: ;i ;{::":
W/16`.....1.N HEIGHT
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN.::':`•::':;::
MAXIM5IM BEAM SPAN
BEAM
4'
1 5'
1 6'
7'
8'
BEAM
4'
5'
6'
7'
8'
BEAM
4'
S.
6"::7�:::::;::$.`::;::':$E:,§gA;'.
;•:?;:4;
5'
6'
7'
8'
4LB
-
-
-
-
4LB
4LB
LB
_
_
_
_
_
5LB
_
_
_
_
_
5LB
-
-
::•:
-
5LB.:':
�::':^
_
_
_
_
w
6LB
5.9
_
_
_
_
6L8
6LB
'?. `�':::':
_:'
'•,:;.61;$;::.:::`-
7LB
14.8
7.6
-
-
-
7LB
11.5
-
-
-
-
7LB
6.7::.i
:,
BLB
37.2
34.8
31.6
28.2
25.3
8LB
37.2
34.6
302
26.7
23.7
8LB
37.2 ,
: 31:2:
., 28:g::;.Y¢.2
22:1
' :BL6
36.1
30.6
26.0
22.1
18.6
9LB
45.8
39.9
35.3
31.7
28.7
91_8
44.6
38.6
34.0
30.3
27.2
9LB
43.3:*„'::#k,•:
,:,397;::;:;'2'3
L{.;:
25.7
9LB
40.8
35.0
30.1
26.1
22.6
9LBH
51.9
48.3
43.7
39.8
36.6
9LBH
51.9
47.3
42.4
38.5
35.3
9LBH
51,9'';'.:g5,9;:`•
;::4'f:{t'::•?�.$7,:i'::,
:'• 33.9
9LBH
49.9
43.4
38.5
34.6
31.3
10LB
60.0
58.6
52.8
48.2
44.5
10LB
60.0
57.2
51.5
47.0
1 43.3
1OLB.:';';'60.0
"$5';8,.';;
'50:2:;;';
4'S:7:';:
'?;42.1
10LB
60.0
53.3
47.7
1 43.2
1 39.6
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN
IMj'1M1L1$EAM
5PAtf:�;:;;•:'
MAXIMUM BEAM SPAN
BEAM
4'
5'
6'
7'
1 8'
BEAM
4'
5'
6'
7'
8'
BEAM':'•':
q`,.`.;:•.::;5:::::'.'•::'6'
'T'
8'
BEAM
4'
5'
6'
7'
8'
4LB
4L8
4LB
4L8
5LB
5LB
_
_
_
_:_5LB
_w
6LB
_
_
_
_
6LB
_
_
-
_6LB
_7LB7LB
--__'::':':':'71:$'`':'::::
'�
.23.6
7LB
-BLB
37.2
32.1
27.4
N27.5
20.1
BLB
36.3
30.4
25.5
2187
19.2
14.4
8LB
31.9
25.2
19.4
12.8
9LB
42.6
36.3
31.5
24.1
9LB
41.2
34.8
29.8
25,$?:•:'::4yP.0
9LB:':
:'::a$,'f.:
33.2
280
23.6
19.7
9LB
36.8
30.0
24.4
19.4
12.7
9LBH
51.9
45.4
40.4
32.8
9LBH
50.5
43.9
38.8
34:8.';'::':.$1';1
9LBH:
?{;qS;:L'•
42.4
37.4
33.2
29.5
9LBH
46.3
39.6
34.5
30.1
26.0
10LB
60.0
55.4
49.7
41.2
10LB
60.0
53.9
4'$:2
43.Q:•;:',$g:7,:5:10l:13'•:
%:9P:u
52.5
46.7
42.2
38.3
10LB
57.3
49.7
44.0
39.4
35.4
,ro , rwC IV mnrvJliRV, N1L1' M/11VS u, mu H-rI t Kuvrb.
FOR LARGER HEIGHTS SEE SITE SPECIFIC ENGINEERING.
2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN Law". -
SCHEDULES WITH
UP TO 1O' COLUMN HEIGHT
UP TO 20' GQ1171Yihl.'F(EfGH7;`;::.`
MAXIMUM BEAM SPAN
;;:.'htiti)bMUM
BB'AA4:SpA;N.;
BEAM
4'
S.
6'
7'
8'
BEAM':••'::::Yl''::`•::_:::'5'
1..,;:::':
:'?;:']::�
8'
4LB
16.6
14.8
13.5
125
11.7
::qL@::;
::15;t;:;
;;:q9.5
12.3•:;
:?:qf:4
10.6
5LB
20.9
19.1
17.4
16.1
15.1:;
:;:Sy$'16.1
:'f4.9
14.0
6LB
23.5
21.0
19.2
17.8
16;$-%'-_.
;6T;0'•;•,:2&ji'.:•,::2bL.::.•::}$,'4';�
16.9
15.8
7LB
27.1
24.2
221
20.5
i9.'I':•::.ZL)3F,::`:'d6;t':'•:;'.25,'d'?:'':•$Y:3
19.7
18.4
8LB
34.2
31.8
29.9
28.4
27.1
"%Bt:Q'.'::,
•; 3'42
31:8':';•29.9
28.4
27.1
9L8
44.5
41.3
38.9
36.9
35.3
9L'B;: r:�dq;5'::
41.3
38.9
36.9
34.8
9LBH
48.9
45.3
42.7
••;::45';5.:?:'•;38.8
9LBH::";::48:;9:;':
;'iA5.3
42.7
40.5
38.8
10LB
60.0
Sfi.S
53.2•r:.:::60::�:;:de:3`�..10LB
`6.0:9'::'S6.5
53.2
50.5
48.2
FOR LARGER HEIGHTS SEE
2X4X.050 MAY BE USED IN
COLUM
Y BE USED IN LIEU OF 5LB.
CREEN
COLUMN
SPACING
BEAM
LENGTH
MAX:LMUhT COLUMN HEfOW-.1
/'.AO' ROOF BEAM
MAXIMUM COLUMN HEIGHT W160' ROOF BEAM
COLUMN,
:d„6:?:'::Q:S'
S.0'
5.5",::.F1'4Y.;:,I_3__
4LB.;%::•r5
d :.:;:8�8::;
8.4
8.0
:.Z:6':'
7.3
7.0
6.8
6.5
4LB
&S
8.7
8.07.3
7.1
6.8
6.6
6.3
;}A.710.2
9'.8
9.4
9.0
8.7
8.4
SLB
71.3
11.2
10.2
9.4
9.2
8.7
6.5
8.2:.
11.1
10.6
10.2
9.8
9A
9.1
6LB
12.3
12.1
11.110.2
10.0
9.4
9.27LB'
15.0
14:11-;:44:4;':12.7
12.2
11.7
11.2
10.8
10.5
7LB
14.1
13.9
12.711.7
11.5
10.8
10.68LB
27A
25.8.:"
...$...
%23A
22.4
21.5
20.7
20.0
19.4
8LB
25.8
25.4
23A21.5
21.1
2D.0
1q;9,
19LB
286
26.9
t3 Y
24.3
23.3
22A
21.6
20.8
20.2
9LB
26.9
26.6
24.322.4
22.1
20.8
;-' ..9LBH
34.9
33.1
31.4
29.9
28.7
27.5
26.5
25.6
24.8
9LBH
33.1
32.6
29.927.5
27.1
25;6'';!2�;9;:'
24.4
10LB
40.3
38.3
36.4
34.7
33.2
31.9
30.7
29.7
28.7
10LB
38.3
37.8
34.71.9
37.4
22::'•:'•:
a9:3
:PB;3
rUK LUNGEH SPANS SEE SITE SPECIFIC ENGINEERING.
NOTE: THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING
WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN.
2X4X.050 MAY BE USED IN UEU OF 4LB, 2XSX.050 MAY BE USED IN LIEU OF 5LB.
**ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY
**1/3 STRESS REDUCTION NOT USED IN CALCULATIONS
**LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED
SCREEN FABRIC DETAIL SHEET: 18X14 MESH I EXPOSURE B 1150 MPH
COLUMN
SPACING
BEAM
LENGTH
)COLUMN
SPACING
BEAM
LENGTH
MAXIMUM RAIL SPAN
RAIL
4.0'
0'
8.0'
202
7.0
.4
5.02X3X050
10.5.9
7.42XDX060
11.0
M5.85.4
.4
8.82X4XG50
11.0
.5
8.92X5X050
11.0
.8
10.1
LOAD
FACTOR"
RAIL
LENGTH
"LOAD FACTOR = 1/2 THE DISTANCE TO CHAIR RAIL OR GROUND
BELOW + 1/2 THE DISTANCE TO CHAIR RAIL OR EAVE ABOVE;::::
CARRY BEAM
N ROOFS
MAXIPjU.Mf;B�1M
SPAN•::::;%`
BEAM
4'
5;.::
:'•; .¢:•:
7'
10-
`12'
14'
16'
18'
20'
4LB
12.2
,.1,dy:;;i.10i1F;;
::.9.2
8.fi':
:;;$;1?�:;7,7
7.0
6.5
6.1
5.7
5.4
LB
15.6:::';1';0.+.:1$:8::';t1.e
11.1
'.10;4:•.
:9.9
9.0
8.3
7.8
7.4
7.0
6LB
17:1Y:•.:;15:2
12.0
11:ji''
10.7
9.8
9.0
8.5
8.0
7.6
7LB
;:'r7.4
•�15;9'•;
;3'}'7i'::13.7.,
13.0
12.3
11.2
10.4
9.7
9.1
8.7
BLB
''%7d;%:.':'31
3;.'::'83,:t'?i28y9'•;
25:2'+'
23.7
22.5
20.6
19.0
17.8
16.8
15.9
9LBH
4.1:'9':'
:;$',G 2z%
30.4
28.9
26.4
24.4
22,8
21.5
20.4
47.5";:g4;:}';'::q.T;637.3
35.2
33.4
30.4
28.2
26.4
24.8
23.6
•; . BEAM
SCREW S12E
# OF SCREWS
(EA. ANGLE FACE)
'8LB, 9LB, 1OLB
#14
6
6LB, 7LB
$12
5
41B, 5LB
012
4
2X3
A10
4
P`L - Flagg 1q
ROOF
NOTE:
ANGLE MIN. LENGTH TO
BE 2" LESS THAN
BEAM DEPTH
2" X 2" X1/8" ANGLE
EA. SIDE (SEE SCHEDULE
FOR SCREW REQUIREMENTS)
CARRY BEAM CONN. DETAIL
F.B.C. 2014 EDITION
6005-T5
FACT9R.;i ,-.T43E.,SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER
:ATF(FHED TO EACH SIDE OF THE CARRY BEAM.
f BE OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB.
ARE BASEO;CN ICPSF CARRY BEAM LIVE LOAD.
BEAM LOAD
FACTOR*
BEAM LENGTH
B/T COLUMNS
COL
u
y
w
r,
m
x
2x3 CHAIR PAL
B
20
U
! ELQ�9I0N ALUM. KICKPLATE OPTIONAL
_
_ USE 202 TOP & ATTACH
KICKPLATE W/ 1-#2 0 24"
O/C (Typ)
• .I
DATE C :• '07/01/15 ,.
ENGINEERING BUSINESS CA MONS77
TARNOWSKI
"SCALE N.T.S. _
ENGINEERING
=sH Lf50B]IE-
-
CIVIL& STRUCTURAL ENGINEERING
,1(
7360 N.W. 5th Street Phone (954) 727 - 2027
Plantation, FL 33317 Fax (954) 727 - 9644
MNOTBEREPROWCE
C.T.,`IARMOi4SKl,
,C.
STRUCTURAL OIGINEENI = HA UC. OO/ 662
INC. AND SH INRMOLEORINIPMrr
W OUT WRITTEN CONSEW OF TARNOWSM ENGINEERING, INC.
0.5"
O �
`0 040" 0 040' "i 040" o I,044" .060 "1
N• NP.' 174 TYP. c1 TIP.
L1A L 11.0 I,
102 fit1X2 1X3 202 2X3X.060
914 TEK SCREWS FOR
o_
7LB OR LARGER OR
010 SMS, FOR 60
OR SMALLER ® 18' C.C.
t�
0
TOP & BOT.
BFAM TYPE t
t
is
4LB .100
.046
SLB .116
.050
6LB 20.050
'v
7LB A
.055
�
a 1 .224
.072
9LB .224
.072
9LBH .306
.02
4LB.5LB.6L LB
10LB .389
.092
8LB.9LB.9LBH
1OLB LAP BEAM
TO BOLT
a
COLUMN ANCHORING DETAIL
In OR I"
PAVERS OR TILES
OPTIONAL
• 1Z•X8" �G >Ll��////////////
STRIP FTG. DETAIL W/ PAVER OR TILE
12"X 8" FIG. IS MINIMUM FOOTING SIZE REFER TO SITE
SPECIFIC PLANS, AND STRIP FIG. SCHED. FOR ANY
ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN
APPLY TO NEW FOOTINGS ONLY. FOR EXIST. FOOTING'S SEE
SITE SPECIFIC PLAN.
FINISH GRADE
SODDED REGO
FOR EROSION
PROTECTION f
* NOTE: I -
SITE SPECIFIC ENGINEERING I
WHEN THIS MEASUREMENT IS
NOTE
CUP ANGLE
COLUMN ANCHORING
BOLLT
.0$D" a- n V
I-
4 .055IH 2D"
2X3X.050 GUTTERUI I LR FASCIA
2X4X.05t �
0
2X5X.050 FOR COLUMNS
PE%POSED,
0
ji
C!5.094"
N N
3X3X.070 Z-GUTTER BRACE
303
3" FROM
TO BOLT
TILES
STAB
OF 6x6 - 10/10 W.W.M.
COLUMN ANCHORING DETAIL
FROM EDO
BOLT
gw �W 6%e SLAB 0 W.W
V/ 8"X8" FTG. W/ t-
FTG. & SLAB DETAIL
NOTE FIBERMESH MAY BE USED IN UEU OF 6X6 - 10/10 W.W.M.
FOR COLUMNS 5' DEEP OR GREATER INSTALL
ADDITIONAL 2'X2'X2"X7/8- ANGLE EA. SIDE
OF INSIDE OF COL W/ (3)- Q6 TO COL -
& (1)- 3/8' X 2 1/2"1G. TAPCON
'::;..TO CONIC. 0 EA CUP
f_ R6 TO COL (TP)
(2)- 3/8" X 3 1/2- I.G. TAPCON of
TO CONC (TYP.) 4 PER COL.
�y 3 0 18'
IYI.C. ELSEWHERE
3" FROM
MIN. ANGLE EA SIDE OF
COL W/ (4)- °L6 TO
COL & (2)- 3/8" X
® 3 1/2' LG. TAPCON TO
I CONC. 0 EACH CLIP.
in
FRONT ELEVATION - COLUMN ANCHORING DETAIL
NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS.
-4' LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON
TAPCONS ARE TO BE SIMPSON "TM" OR EQUAL
SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS
GENERAL DETAIL SHEET:
OR GREATER INSTALL':;:;::;:
ADDITIONAL 2°X2"xz"xif6,°:;:;
ANGLE FA. SIDE OF INSIDE:::,
OF COL W
TO CONIC.'.. FA:CCJP N.
0'�--2.0
Ma IJ W D64" N W -III-,�Ip,
0.5 :::'.':"• :': �:•':: oo �,k .ciq Dim.Ia .1T 1!1
2X2 z.D' 2.0
3X3 2X4
C 2X3 4X4 2X5 3X2
X 2' LG. MIN. 3X3 OR 4X4
1DE OF COL
TD CDI z ALUM. COL
COLUMN ANCHORING DETAIL
(4)-))#6 TO COL (TYP)
CUP ANGLE COL `T. CON TO GOING.2- LG.
/ (TYP.) 2 PER COL
'--DELETE 1X2/1X3 FOR
FRONT ELEVATION OPEN PORT (TYP.)
NOTE ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS.
ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 27E2"X1/8"X2"
LONG. 1/2' DIA. BOLTS ARE TO BE EXPANSION TYPE (SEE ANGLE TO GONC. DETAIL)..
EXPANSION BOLTS TO BE'HILTI KWIK BOLT II' SYSTEM OR EQUAL .-.-
-4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN UEU OF TAPCON
TAPCONS ARE TO BE SIMPSON 'TI1EN" OR EQUAL
SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS
THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN f
F.B.0 2014 EDITION. THE MIN. MECH. PROPERTIES OF
THE ALUM. CONSI. MANUAL THIS STRUCTURE ALSO O
OF THE ASCE 7-10
SCREEN WALL & SCREEN ROOF LOAD'
ALUM. PAN & INS. PANEL STRUCTUI?Ef
1. ALL PRIMARY MEMBERS WILL BE CONNECTE61-.'- � f
FASTENERS.
2. ANCHORS SHALL BE PLACED OREA}; -`.TM. N 3"''F.F
ALL GONG. FASTENERS MUST MIN. 6
LENGTHS SPECIFIED IN INDMFJUISE:Of7'A1LS_•:;:';?:.;
3. FASTENERS FOR ALUM. SHOft-;:,' fat NOT4EKC.EEl
4. ALL GONG. ANCHORS SK4f4-..+.WE A }: 2?•,::#,4jN,. t1E
W/ 1/2 INCH CIA. WASOE kS"-%MIN.
5. CONTRACTOR IS RESPONS}BEI(::74, WS66TE •A'G6A,"'.
TO PREVENT
E :iN; ACC099MGE: W/ LATEST ED. OF
rtr:.:U�sicN.}cpi#:eRa
�h}�:($Xt 4SCREEP7'::1:1ESH.
1j+):.;•FAp,"Je•,.LIVE LOADS
'.�R(`1ET'SpFd OTHER POSITIVE
OF CONCRETE SLAB OR FOOTINGS.
,INTO. SOLID CONIC. REGARDLESS OF
:ENTER
PROVIDED
FROM DISSIMILAR METALS
6. ALUM. IN CON4i4T--:;W/ COhlg;;4d)2.;VV&gR;:S{-tA'LU;:'$E PROTECTED W/ HEAVY BOOTED BITUMINOUS
PAINT OR WA,t i ".*W"':1}L METFW,fRY;13:'I.ir, }lSC1;1IjER OR THE WOOD SHALL BE PAINTED W/ TWO
COATS OF ALUAd%:l1QFl$F; pAINY'`ANQ.;::XRE:,;I61NTs SEALED W/ A GOOD QUALITY CAULKING.
7. ALL DOORS TO W-.-. • V.;f OLOSING AND' LATCHING, W/5 F. HIGH DOOR HANDLES WHERE POOL OR
SPA,kAST,..OQOR L'OQA'iJpNf:8. 202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS
8. PLAN SUPERCEDES ANY REQ.'S SHOWN ON
ARE NRCHANREABLY- MEMBERS I STRIP FOOTING SCHEDULE
D INTERCHANGEABLY-
RETE {QR P&(iNOATIONS TO BE 250OPSI MIN,
EXCEED) 'd%"0 TMIS SPECIFICATION MAY BE
PER LOdkV'.'8UILDING CODES.
URFII:LS, COLUMNS ................... AL 6005-TS
........................AL 6063-TS
4F,1'{EET................................. .'AL 3003-1-116
ftE,WS, RIVETS, WASHERS .....AL 2024-T4
fiENNERS TO BE ALUM., NON-MAGNETIC
SS STEEL, CADMIUM PLATED STEEL, OR
STRUCTURE
FOOTING (MIN.)
REBAR
WIDTH X DEPTH
SCREEN ROOF W/
12"XIO"
2-J5
UP TO 7L6
SCREEN ROOF W/81_8
129(12"
2-#5
SCREEN
RE /
12"X116"
245
0R0100LB
ALL SOLID ALUMINUM
12"X16"
2-#5
ROOF
HEADED (NYLO-TEC OR PRO-TEO FOOTING SIZES SMALLER THAN SHOWN MAY BE USED
WITH SITE SPECIFIC PLAN.
*UNLESS OTHERWISE NOTED
F.B.C. 2014 E09TIOM & ASCE 7-10
TO
GONG. -
FOUND.
4.67"
m
N
I
FRONT ELEVATION
INTERIOR FASTENING
4 - S10 X 1 1/2" SMS.
INTO SCREW SLOTS EA. SIDE
COL V
CHAIR RAIL CONNECTION
'CHAIR RAIL PER SCHEDULE
064" ro
125" o
3 L 2X2
748" GMIN.
0 X3LOF COL
:,(6)- " TO COL
'2)- 3/8^A2 1/2" LG.
CONS TO GONG. eT
29C2"X7/8" X 3" LG. MIN.
ANGLE TWO SIDES OF COL
W/ (6)- #1 TO COL
& (2)- 3/8"X2 1/0 LG.
TAPCONS TO GONG.
(6) - #10 X 3/4" SMS. (3 EA SIDE)
2' X 2" X .062"
RECEIVING CHANNEL W/
T� 6 - #10 X 3/4 SMS. TO
I' I SIDE OF COLUMN
12"
ALT. CHAIR RAIL CONNECTION
'CHAIR RAIL PER SCHEDULE
FASTENING SCHEDULE
#1 -
#14 TEK SCREW/HEX HEAD
S.M.S./ HEX HD.
3 -
1/4" X 2 1/4" TAPCON ANCHOR
4 -
1 4' BOLTS/WASHER/NUT
m5 -
C IP ANGLE,.125" MIN. THICKNESS
-
#12X7" LG. S.M.S./HEX HD.
7-1/4"X3"LAG
8 -
16
1/4" LAG*, WITH 1" WASHER
9 -
#10 X 1 1/2" S.M.S./HEX HD.
L ; 12 - CLIP ANGLE, 3/32" MIN.THICKNESS
SLAG
BOLT LENGTH TO BE 1" LONGER
_ _THAN ALUMINUM PANEL THICKNESS
,'PATE
6005-T5 1<. I'
STRUCTURAL
09/30/ 15 - ENGINEERING BUSINESS CA 00009677
N.T.S.Irk-,TARNOWSK8
CENGINEERING
CIVIL& STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
' Plantation, FL 33317 Fax (954) 727 -. 9e44
P)Oti1S THISDOCUMEMISTHEPROPERTYOFTARNCWSMMGINEERING,
INC.ANDSHPLLNCTBEREPROOUCEDINWHOLEORIN PARS
ZF - F'A DC. 0050662 WRHOUT"W CONSENTOF TARNOWSM ENGINEERING, INC.