HomeMy WebLinkAboutSUBMITTED PAPERS�_J
OFFICE USE ONLY:
Date: to �J'(;I- I Fee Due: 156 -OCR Receipt# �f� � Permit # 120-- bbs
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCANNED
2300 Virginia Avenue BY
Ft. Pierce, FL 34982-5652 St. BC1e COunty
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: S "I 11 S P a n csi-, J� 4 yr � d
2. PROJECT NAME: l 0 c{�-�� r� c� S�c�,^�5
SITE PLAN NAME:
3. PROPERTY TAX ID #: I'312 SO � OQ
Bey Q 00 q
4. LEGAL DESCRIPTION (attach extra sheets if necessary): �m f—%
(�
r%a rn-,;)
LAB- 2-eq
5. PLAT BK PAGE
BLOCK
LOTZ$
6. PARCEL SIZE: ACRES/SQ FT.
LOT DIMENSIONS
S aY- 1 157
7. SETBACKS (ACTUAL) FRONT: 'LS 1,5
BACK: 27 % q RIGHT SIDE: 10 LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition
R = Rebuild
SG =
SR =
WD
Slab on Grade
Raised Slab
= Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
SCREEN ROOM
YJ.
%
NEW ❑
EXISTING
to X 2-4 — it
'Zy ? , 5
❑
CARPORT/PATIO ROOF
❑
NEW ❑
EXISTING
X
❑
HABITABLE GLASS ROOM
❑
NEW ❑
EXISTING
X
❑
CAT 1, 2 OR 3 SUNROOM
❑
NEW ❑
EXISTING
X
❑
ALUMINUM COMP. SHED
❑
NEW ❑
EXISTING
X
❑
POOL ENCLOSURE
❑
NEW ❑
EXISTING
X
❑
M H ROOF OVER
❑
NEW ❑
EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑
NEW ❑
EXISTING
X
❑
OTHER:
❑
NEW ❑
EXISTING
X
❑
ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
Z q "l , ,!�
9. VALUE OF CONSTRUCTION: $ 0 q S , ace
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev 0412612010 P �(�
OWNER INFORMATION
NAME: t\ q Sant s
p
ADDRESS:
CITY: STATE: f-L ZIP S
PHONE (DAYTIME): ^4C)36`{ EMAIL: Ornc\gQ.j- Q M '. , C
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME):
CONTRACTOR INFORMATION
STATE OF FLORIDA REGJCERT #: C R C QS°Z 901 ST. LUCIE COUNTY CERT
BUSINESS NAME: Tc^Q ctSuK'e (Zc<s' -
QUALIFIER'S NAME: C(: E41,P4 1.9 ep� �'S
ADDRESS: B-73 S Ln) C (: kS n � Q �l A
CITY: \ a + STATE: FL ZIP 3 !A 9 53
PHONE (DAYTIME): 12 G V--460 FAX NO. 611-460q email: (ZL W J c)% b b r {, W I QQN k
ARCHITECT/ENGINEER mar r\ c,v S k '. E+. r ems' i 11Gl
ADDRE(S�S: -13160 0') S Sic a�
CITY: STATE: (f:( ZIP
PHONE (DAYTIME): (9,A< 727 -2.0
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
ID4
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OFFICE USE ONLY
SECTION
TOWNSHIP
RANGE
1
MAPNO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
��
L
Reguired
REPORT
� 1 0
BIMS FEE
$
MISC FEES
$
TOTAL FEES
ODE
i
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
j /,
COMPLETE
����� � v � ?Y I •f�
INITIALS
6
, CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms.
OWNER 6tCONTRACTOR SIGNATURE
STATE OF FLORID/
COUNTY OF ��Lj
The foregoing instrument was acknowledged before me
me this '--� day of20
by _ C" W
who is personally known to me, or who has
produced
as identification.
DAWN MILONE
— MY 0OMI(fSflA0# DD 852587
EXPIRES: March 22, 2013
F xri� l Thru Notary Public Underwriters
IMPORTANT NOTICES:
•Nq• 'SIGNATURE
STATWFLORIDAy
COUNTYOF R a
The foregoing instrument was acknowledged before me
me this C :J day of c.vv11L_. 20 ,
by
who is personally known to me, or who has
produced
as identification.
Signature of Notary
DAWN MILONE
COMMISSION # DID 852587
(PIKES: ((fieh1p, 2O13
i Thru Notary Public Undervriters
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3708090 OR B( -- 3393 PAGE 1922, Recorded 05/29/201:. 02:53 PM
NOTICE OF COMMENCEMENT
Permit No.
Tax Folio No.J312 So3 008o Qpp q
State of Florida County of St. Lude
The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes,
the following information Is provided In this Notice of Commencement.
Of Property: (and street address if
General description of improvement: tau' 1 d Ai m� n C
U2on POs�L, InrK20r
Owner information or lessee information If the le
Name ssee contracted for the improvement:
Address S(al�
CAczy 'LpL, 394 o3b4
.�7i'T
Interest in property: 9 S
Name and address of fee simple titleholder (if different from Owner listed above):
Contractors Name:
Phone Number.�Z
Surety (if applicable, a copy of the payment bond is attached): Amount of bond:
Name and address:
Phone number:
Lender Name:
Lenders address: Phone Number:
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: Phone Number:
In addition to himself or herself, Ownerdesignates
Uenors Notice as provided In Section 713.13(1) (b), Florida Statutes, to receive a copy of the
Phone number of person or entity designated by owner.
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date Is specified)
WARNING To OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JoB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice my knowledalief. of commencement and that the facts stated therein are true to the best of
(Signaof o ee,orOwne115 essee'sAuthorizedDfficer/Director/Partner/Manager
(Signator}rs Title/Office)
The foregoing Instrument was acknowledged before me this OZ T
[D// T dayof� , Zp / L
�i —rsonas for
—Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was exec/ut}d
(Sig ure of Notary Public - State of Florida) ROBIN SECo ersonI known_ or produced IdentificationV
(Print Type, or Stamp Commissioned Name ofNotaryforw
Notary Pvblla slatenf Fkdd
Oommisa OEE o ntificationProduced�Z/C.My Comm, explra Jan.16, 201
STATE Of FLORIDA
ST. LKIE COUNTY
THIS-iST.O CERTIFY THAT THIS.IS,A
TRUE AND CORRECT C Q PY i'F'i HE
ORIGINAL.
EPH f. IgUrIERK
B � p lark
Data.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the foiiowing described property,
1312 54Z3 aog000q `t o-Arcpc'� C' Blares Q-haste-
(rared idg/Legai description/Au'dress)
Le, F
R;,1Q-4c- Rd
for which I have applied to St. Lucie County for a Final Development Permit. In
4 «... 41..'.. T:«,.1 ll.._.,.1,. «.......«t n.......,.a T)n AT.......L.... T 1-«,._-1..A--
acceptilir MR) r Mal 11G V VlV1.1111G11L 1 G11111L, "1 1-4Ul11UG1 , 1 acr 11V VV 1GU�' G
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
nrlon\\n4n arninnr\n an 41\nt 41\n immnrlin+n nnmmnni4v \7AT7 7 lU%1T Lo rlvnran�<�f n4nr1
uuvyuuw uiuuausv uv �uua �uv uuuavuauw vvaauiauau�) • ia..y i \ v i vv uu v vi.vay uiivvwu.
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.
Ra �on�s
Prope Ov er Name (Please Print) I
5�2al 1
Pr afore Date
STATE OF FLORIDA, COUNTY OF SE L (f)C l c
ACKNO DGED BEFORE ME THIS DAY OF , 20 ,
BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS
OF NOTARY PUBLIC
COMMISSION NUMBER
AS IDENTIFICATION.
TYPE OR PRINT NOTARY
K&A:%%Notary
ROBIN SECOR
Public, State of Florida
mission# EE 49699
m. expires Jan.15, 2015
SLCPDSD Revised 08/24/2010
Property Appraiser - St.Lucie; ',nty, FL
Page 1 of 1
Ray Jones Record: 1 of 1
Property Identification
Site Address: 5717 Spanish River Rd
Sec/Town/Range: 12:34S:39E
Map ID: 13/12N
Zoning: PUD
PROPERTY RECORD CARD
«Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print
�,11CIE �aG
ParcellD: 1312-503-0080-000-9 41
Account*: 155139
Land Use: SF Res
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner:
Ray Jones
PORTOFINO SHORES -PHASE THREE- (PB 43-40) LOT 284 (OR
Address:
5717 Spanish
River Rd
3338-1817)
Fort Pierce FL 34951-2894
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price
Code
Deed
Book/Page
2011 Final: 79100
Land Value: 6500 Acres: 0.14
10/31/2011 91000
0112
SP
3338 / 1817
Assessed: 79100
Building Value: 72600
9/6/2011 0
0112
CT
3322 / 1706
Ag.Credit: 0
Finished Area: 1609 SgFt
7/18/2005 194600
00
WD
2309 / 1890
Exempt:
6/8/2004 4394700
02
WD
2000 / 1084
Taxable:
Taxes: 1609.37
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
ExtType:
HB- -HB-
YearBlt:
Grade:
B- - B-
EffYrBit:
StoryHght:
0010 -1 Story
No.Units:
Interior Features
BedRooms:
3
Electric:
FuliBath:
2
HeatType:
1/213ath:
0
HeatFuel:
%A/C:
100
%Heated:
Special Features and Yard Items
Type
Y/S Qty.
Units Qual. Cond. YrBit.
DWBP - Drive-BrkPav
Y 1
652 AV AV 2005
CT - Conc Tile
2005
2005
1
MX - MAXIMUM
FHA - FrcdHotAir
ELEC - Electric
100
Land Information
No. Land Use
1 0100-SF Res
RoofStruct:
Frame:
PrimeWall:
SecWall:
PrmintWall:
AvgHt/Fl:
Prm.Flors:
%Sprinkled:
HP - Hip
BS - CB Stucco
DW - Drywall
STD
CT - Tile -Ceramic
0
Type Measure Depth
N -Site 1
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=131250300800009 6/5/2012
b1 / b4/ Y01Y 12: 40 i ,b:eb)
I
SLC INSPE*ON f j
PAGE 01/01
Fort Peer % FL 34963
772-462-2172 Fax 772-462-"0
CERTIFICATE OF TERMITE TREATMENT
CONSTRUMON SOIL TREATMENT
• %�� a S�]OB ADDRESS: S <��"
HERMIT *. 1
BUILDER/CONTRACTOR:
PEST CONTROL CONTRAI
PEST CONTROL- LICENSE
We, the undersigned,, hereby or* that we have prebwked the above described consbvc4on for
subterranean termites in aaoordanoe with the standards of the National Pest Control AssodatiOn.
Square feet if area treated: _.,� Chemicals used:
Percentage of solution: t Total gallons used:
Date of 'Treatment: e/, `off - Time of Tmmmt:
-Footing
10 Treabriett
P,e-Treat
DrNmWist Treatment
Fie -Treat
Outer .
13t Treatment
Re -Treat
..,Slab
1 Treatment
Ae-Treat
--�ls
— J� Treatment
R&Treet-
____Perimeter far Final Inspection
1 W(w 77*0 /f1j& JIB ,& 07U1 p**d ftm it evd! lMs ked &mYwef7t&r&-&e&Waut and Mi folm musthe ad Me job
�t frb be pad tIp +� dta ir�apta�r at dn�9 of earl %7L�'jpd�dlAR Gr tree .s�oAedtllted %lt�JFYI W!%/ f8�d� �7 !e'1/k1
'&edwydd
F'sao"gj C&W$ a&- cif motffie Dwonwt liarp+'Lwa Wbfi of MwM tx A WWVW MwOntJobsW PruW b=d
s�aA.l��e p�av�ided tb �� dt Tre+abnarrtCertif� as ®aiah Iegr�d pve bea07�t,f� mod,
P�nv�idhrj-s c�oY lEar' �l�e pers�or� the perms bT fsst�ed QD arrd araotl�r mpy Ibir � brgi6lrrg p�erna►?1Skx 7Tia Tlaablawf
Ce ale staa(tpn�fate dte PM&4a e904 k*ZW of ft AAdtftw, dmr and d d&V of ft &w0p % 0W be Mp, am
treR64 atierttW teteay pate yt mnaenftffw and mmberofpatm uaa:+d, to ester a vtm►> lft MOWof
MDfgdW &wit rat ff the wld*n►icaf hwk r mMW for t&mMy peas Ww fs Wed, l3i�s/ exhv�r bn�bttelk srraA'
be aangokWp *r47 b"V 4*r m W.
St Lucia County requires for the final inspection for CO, a Permanent Stkkar m be placed
1142 {Hater Tower Road, Lake Park FL 33403 I I III IIIII IIIIII�III I I I� II�Ilt lill
r....
Adnnlnf3tration OttICe;1-877.484-SSS4 I Far 561-60•1501 4
. c°,,, n"nea mmm"° ni°narrm SFT.aad.AA4d / Cnnha! Herkla 6lvialan Olslletch:407.339-631t
Cancers Tested Q Yae No LOTH
0' ders TAknn ❑Yes No (
Water Aedad at GtSlomer'a
R
equest
gals, to fill bad
CvmmerasBale. to PIJ bad
gAls, to 1l7, bad
NOT RE9P NSIBL F0�1 ARNINO IRRITATION TO TF£ SQN AND EYES
astomat a ep • ata Ad3ed
ADOITIDHAL WAYER ADDED TO THIS
VARIATION IN COLOR OR Gement pahmer or hesAy rri,r. arnmara may Hires uM W ry. Aw1d mn7ct with
°t;n pno wwa °><Pvead aUo °row promp�y wnn water, a itny ca�f Por:e.r a CONCRETE WILL REOVCE ITS 97REH67N
SUAPACC OISCOLORAnON mnun wd Nm aY�ea. TFa Imm°ai.leb ens repcereey w�n� waver °rA p°I Pmmk AND OURABIL11Y, ANY WATER ADDED L4
xe.D cAllErm ewer lroM remerd pawfx end aC tree+ey mead
eti Cr+tiue medlmt .IbnBaa.
A t 27AM °°° am pmdads.
AT CUSTOMERS OWN RISIL
PU4103
T10T. 2779 oaoe �
Ta y °�05 50
3 00 PRPM
suu�P oA?4—Jun-1^e
v�21gUI
s"UNIQL1E CONCRETE pUMPINR
P°•
"rLr%7 7-9Panish River Rd *
ESTLUCIE
uaPATI❑
c�v�Jasvtt RDenita
1N9TPUM�ON$
Pvrtafino Shore — FP
T°AE Ol1E
09,29
�114L-11�
5.
5.50
30540000
P110DUCT T
3000 PRPM
CYD
1.(0
FIBERR
FIHERR
1,(0
ENVIRI7
ENVIRO DISPOSAL
FUEL_ SURCHARGE
_
..�
_
E nf1EG£
RLT ANP aGLf
IF�NEMLMT
v on Dal n me o say po meaau eM
• ognipmem a er Y and tha auetr nAr
SUB•t6TAL
rnx
mom
TOTAL
SHIPMENT Sl1W •CT TO GONPNIONS
I
TREASURE C SPAST HOME 1MPRO V EVEN `l'S, INC.
=873 SW California Blvd. (772) 621-4600
Port St. Lucie, Florida 34953 Fax: (772) 6214604
www.treasurecoastliomeimprovements.com e-thail: CLW1088@ya1joo.com
Florida State License Number: CRC-057901
Treasure Coast Home Improvements, Inc. (hereinafter known as Contractor) agrees to furnish all material and labor to do
modernization work as set forth below on the premises located at the following address:
Owner's Name jay.1 Phone 2Cb— 111!j -. L 3d,)q
Address f "I (}rare t k `1 t i) :' Rd Date'
City State R_ Zip Code 34'Q 5
The undersigned Contractor agrees to furnish the following materials, improvements, labor, and/or services:
.SP k� la'a (l� t7�,��iL � Q 1 � � u eve rya,.+ rva ../1'�� t" '� 4e 1 i E'� � r..� i lrJ�a r�c +�tt.T('es� Y'1 n� t (��l �t,A v� (•" t7 a"'e'C�.r�' ey`iE'� � � e%P� a
pC
Y nQ1ihorl`L Qlt` cCA a Fuca, c• ,d-+ re r a�eC1`�r: %J'1" Cs�+1Cr�c'�` c 1 , �� o/ rar`t?�•
cRc�cI" 44,NiC�'
'�¢ r•m� �����1�
Ir �^
0 k ct „if--.- + 4-wJ I
L �L r d a
enl well, C'i�lUrve rri' `7CQ YpS' R] �'lCC 4c c� C[tr�C• �i� S � F 1yNg-t'a n[t
201.2-0 S�'C ire c,.t 2-4,1 kt4k Cf�i� rve+ntirh tlfCi�(ct�'� Ar%cA Qns 5 0- �� ,e (AZyri + V:Lt
Qt' tjr0 `�- (9-9 1;fet,nlQ,s C" («z 'N vn fl0 ':F)1. Cam' 1 tif�,_A Ct%Q,1.r1r1
'TC. i-1 TT w ' 1 i S. ) no t +r +1 � n d r a ` � -� 41- 1 ' 1 9 ` � � �- Clad
� �: C1 +n'""4 "' 9+rlr.�i �iiti�V �. �i.Yo Care la ("�'' rYlc
The Contractor agrees to use his best efforts to commence work approximately ' S days from the date hereof and to complete same
approximately days from date of commencement for the following cash sale price or time sale price as elected by the owner/s.
Owners agree to pay Contractor for all labor and material and services to be furnished by Contractor to Owner, under the terms of this
Contract. .� W (�e.� rr, Cd �c : ° c, t, cr r,c_ d o i v �ec4 ! ug�r(�C %, �s 3000
• �� cJ�rs.�r ::,
'7 / aat.V°Ca�h p� CP a
All for the sum of St�f 'i"k,ncN n1r�_ �t17er�CG'rS' r11n�.� �t.,e. $ C, qQ_'5-e&,
Deposit $ 1000.1
1,JAcc.d lit s'i,Q.d
Balance due to be paid by Owner/s upon completion +:ear I 1 fe sc?c !_LIc. A $ q ! j ,5-a
(a) This Contract shall not be binding on the Contractor until executed by an officer of the Contractor.
(b) Cancellation of this Contract by Owner (other than under the provisions of subparagraph (g) below) will result in Contractor retaining the
deposit as liquidated damages.
(c) Contractor shall not be liable for delays occasioned by causes beyond his control, including but not limited to the elements, labor strikes,
acts of God, accidents, and delays occasioned by suppliers not meeting shipping schedules.;
(d) This Contract constitutes the entire agreement between the parties and there are no terms and conditions that are not included in this
Contract. No modification of this Contract will be binding on either party unless reduced to; writing and signed by Owner and by an officer of
the Contractor.
(e) Worker's compensation and public liability insurance is provided for the work to be performed under this Contract by the Contractor.
(f) Even if no other security interest is given by Owner to Contractor, Contractor retains all rights provided by Florida Law regarding
mechanics' lien.
(g) OWNERS RIGHT TO CANCEL: If this a home solicitation sale, and if you do not want the goods or services, you may cancel this
agreement by mailing a notice to the Contractor. This notice must be postmarked before midnight of the third business day after you sign this
agreement. If you cancel this agreement in accordance with this paragraph, all monies on deposit will be refunded.
(h) CONSTRUCTION INDUSTRIES RECOVERY FUND: Payment may be available from the Construction Industries Recovery Fund if
you lose money on a project performeq under contract, where the loss results from specified violations of Florida Law by a state -licensed
contractor. For more information about the recovery fund and filing a claim, contact the Florida Construction Industry Licensing Board at the
following address and telephone number: Construction Industries Licensing Board, 1940 North Monroe Street, Northwood Centre,
Tallahassee, FL 32399, and phone (850) 487-1395.
(i) In the event Contractor shall file suit for collection of any funds due under this Agreement, or for any default or miscarriage arising out of
the execution of this Agreement, the Contractor if he prevails in his action, shall be entitled to reasonable attorney's fees plus court costs. Said
Agreement shall also include iittorney fees in Appellate proceedings.- -- -- - --
NOTICE TO OWNER
a. Do not sign this home improvement contract if it contains blank spaces.
b. You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights.
c. This home improvement contract may contain a mortgage or otherwise create a lien on your property that could be
foreclosed on if you do not pay. Be sure you understand all provisions of th"'ontrp t b re you sign.
Representative, Treasure Coast Home Improvements, Inc. Date Owner
Date
Presid ' , Yreasure Coast Home Improvements, Inc. Date
Owner
Date
Boundary Survey
.Legal Description:
Lot 284, PORTOFINO SHORES - PHASE THREE, according to,the
Plat thereof as recorded in Plat Book 43, Page(s) 40, Public Records
of St. Lucie County, Florida.
Flood Zone: X Panel: 0070 F
Community Number: 12111C Date: 0811911991
CERTIFIED TO:
Ray Jones Group One Mortgage, Inc., ISAOA/ATIMA
Greenspoon Marder, PA First American Title Insurance Company
U)
0
O
O
04
Ln
W
io
W
O
O
O
II
Fnd. 1/2" Reber
(No Identification)
i Nr
arty
I
I
Lot 285
S 89"50'17" E 115.00'
7
(O o
8.7 .............
;::::&n Roofed
Pavers m.........
E I .. A
•:
Lot 284
C
hlE�n/
15C'
Cep
I
I Iw
1 v\
3z1'I
r
I
Fnd. 1/2" Rebar
& Cap "LB 4268"
I
I
Corner NOT PC located
Located on Lot 29CR
o
rh
w
M
I o,
I o
0
C)
Z
Fnd. 1/2" Rebar,
& Cap (Illegible)
1. -.. .
Electrical CAN
Transformer Riser
11.0.
One:Story
:.o:::::::.................. :: 2.0`.-"-'.
t ry Concrete *
ti Roofed
Block Residence':.".*':; : � •Entry
57
# 17
..........
N 89050'17" W 115.00" '
O
O
ro
of I
� 0
Brick
=Drivew y
to
D 4 � 1
o�I,—
a)
I
:Y...
t I
a,
3 c'
m d
Q
walk m
co
D.-:
00
I w
m
@ .UJ
.Y
CD
is
to
CATV
...e.;
E
Riser i1, m
N
Fnd. 1@" Reber
i'•
(No Identification)
I
MIN. SETBArM,1,
L-ot-28--3
FP,0N3 T1-4 vZ`d
1
n I I� `'
N
•
C�•".�_..x�,�a;,
I
I ..,c
iri.,�
.. .. .(, 1.
•.``, i.r• 1';,•r Trx.•
�,
�•
Graphic Scale
S
*Subject Property has Public Water& Sewer Services'
10 40'
Scale: 12020'
Field Date: 10-20-11
Date Completed: 10-20-11
File
-Notes-
>Survey Is Based upon the'Legal Description Supplied by Client.
I hereby cenity that this Boundary Survey of the above Described Properly fs
True and Correct to the Best or my Mnawlodgn and Bellef as recently surveyed
Drawn By: SP
Number: IS-7092
>Abutting Properties Deeds have NOT been Researched for Gaps,
Overlaps and/or Hiatus.
under my Direction on the Date showa Eased on Information furnished to Me
as Noted and Confornv to the Minimum Technical Standards for Land
C
9B
-Legend-
- Calculated
Centerline
PC - Point of Curvature
pg• : pa a
>Sub ect to an Easements and/or Restrictions of Record.
) y
>Bearing Basis shown hereon, Is Assumed and Based upon the Line
"BB".
Surveying In the Slate of Florida In accordanco with Chap -or 61G17-6 Florida
Administrative Codes, Pursuant to clot 472�,27 Fkuida Stawtes.
sue• ,
CM
Conc.
Concrete Block
-Co crele Monument
- Concrete
PI Point of Intersection
P.O.B.- Point of Beginning
P.O.L.- Point on Line
Denoted with a
>Building Ties are NOT to be used to reconstruct Property Lines.
>Fence
. ......,IRF )
3�4�a1iFp�gyA r
1,1
D
Descdpilon
PP -Power Pale
Ownership Is NOT determined.
- FOR
t;o.e,d7 '
DE
Esml.
Drainage Easement
- Easement
-PRM - Permanent Reference
>Roof Overhangs, Underground Utilities and/or Footers have NOT
been located UNLESS otherwtse
s:�rs THE
• . v FIRM
F.E.M.A. - Federal Emergency
Management agency
FFE Finished Floor
Monument
pT Point of Tangency
R Radius
noted.
>Septic Tanks and/or Dralnfield locations are approximate'and MUST
be verified by appropriate Utility Location Companies.
PBVICk K. Ireton'• From 637 LB 7ti23.
This Surve; Is Intende tt�Y'�f�i'' u52 of Said Cefffied Padies.
'
Fnd.
Elevation Red. - Radial
Found R&C - Rehar 8 Cap
Iron Pipe Rae. Recovered
>Use of This Survey for Purposes other than Intended, Without
Written Verification, Will be at the Users Sole Risk and Without
Tflis SurveyI VALID UA'L 9d and trtlt ossed Mlh Surva ors Seal.'
`t'���
L
L
-Length (Arc)
-
Rid. - Roofed
Liabilityto the Surveyor. NothingHereon shall be Construed to give
y
& Associates
M
N&D
Measured
Nall & Disk
Set - Set 'A" Reber &
Reber Cap 'LEI 7623'
ANY Rights
9hts or Benefits to Anyone Other than those Certified.
>Flood Zone Determination Shown Heron Is Given as a Courtesy, and •
n
��
Surveying,
Z 1
•�gt 7��
N.R.
ORB
Non -Radial
Official Records Book
Typ. -Typical
UE - Utility Easement
is Subject to Final Approval by F.E.M.A. This Determination ma he
y
affected by Flood Factors and/or other information NEITHER
U\
Gy
P
Plal
wM - Water Meter
known
by NOR given to this Surveying Company at the time of this Endeavor.
a 100
5725 Wayside Drive Suite 1002 Sanford, FL' 32771
P.B.
Plat Book
A Della (Central Angle)
Ireland & Associates Surveying Inc. and the signing surveyor assume
YD W.Ifelan yingSanf
-0-
Wood Fence
-0- - Chain Link Fence
NO Liabilitv for the Accuracy of this Determination.
Office-407.678.3366 Fax-407.320.8165
NOTE:
THIS JOB WAS DESIGNED
BASED ON 6005—T5
ALUMINUM ALLOY AND
18X14 SCREEN MESH.
NOTE:
CONTRACTOR MAY USE
LARGER MEMBER SIZE
THAN SPECIFIED ON THIS
PLAN ON THEIR DISCRETION.
NOTE:
DOOR LOCATION IS OPTIONAL
CONTRACTOR MAY ADJUST IN
FIELD PER HOMEOWNER REQUEST
ST LUCIE COUNTY DESIGN CERTIFICATION
CODE EDITION: FBC 2010 EDITION
OCCUPANCY: SINGLE FAMILY DWELLING — SCREEN ROOM
BUILDING DESIGNED AS: OPEN STRUCTURE
BUILDING HEIGHT < 60 FEET
MEAN ROOF HEIGHT: 10'-3"
RISK CATEGORY: I
BASIC WIND VELOCITY PRESSURES:
WIND SPEED: 150 MPH (3 sEcoNo cusp
BASIC WIND VELOCITY PRESSURES: 16.4 PSF WALLS
30 PSF ROOF
ROOF DEAD LOAD (AmAL DEw Loam usED m Rmsr uauFr REAcnoNs): 2 PSF
SOIL BEARING CAPACITY: WELL COMPACTED
REVIEWED FOR SHEAR WALL REQUIREMENTS: YES
IMPACT PROTECTION SPECIFIED: NO
ATTACH TO EXIST.
10'-3"
2" FASCIA
EXIST. HOUSE
EXIST. HOUSE
r
m1X2
I EXIST. 12" O.H.
t
to
m
m
I
F- to
51-13 +,
=j NEW 3" INSUL
�I ALUM. ROOF
D
O N
O:.;.:
1X2
L-------------------------------------------
z
24"
12" O.H.
9'-10"
I. 24'-9"
PLAN
1/4" THRU—BOLT W/1 1/2"
3" INSUL.
ALUM. ROOF
DIA. WASHER ® 8" C.C.
3X3X.070
CONT. 2X2X.125 ANGLE
3X3X.070 W/#14 TEKS TO 3X3X.070
® 6" C.C.
ALT. CARRY BEAM CONN.
X
in
:oI Lo
cq
6'-2" 6'-2" 6'-2" 6'-2"
24'-9"
FRONT ELEVATION
O
EXIST. HOUSE
z
LlJ
�
O
u
Q
wW
m
J
W
o0
a
p �—
y
IL
X
/_�
W
V_
W
0
24"
_O
O Z
9'-10"
N �
ST. LUCIE COUNTY BUILDING DIVISION
m H
RE�WED FOR COMP CE
a
Lu F
REVIEWED Y
DATE - ' Z
PLANS AND PERNIIT MUST BE JaPT ON JOB ~o �
OR NO INSPECTION iVII'L BE MADE.
H
� �
NEW ALUMINUM (
z
KICK PLATE (TYP.)
A ,
1X2
io
5LB
I
t7
3'X6'-8"
o
0
I
DOOR
I
M
5LB
.. ` .•
•
L
CVO Q
•..:.X
CO
N N
1 X2
. < •.
M
I
co
NEW 4" CONC. SLAB
W/ 6X6— 10/10 W.W.M.
& 8"X8" FIG. W/
1— #5 REBAR (TYP.)
w Z
N (D
WV5
=W
F- o
o r,
I
N N T = "t
d 0) -11 U
o mCN `-
� m o 0
Z
o w
4J Z Y
m W W
.) 0 (Ull 0 U U)
� O
LL-
LL-0
O
U
LLJ
O �
w
� �
O
cn
O
�
Of
Z z
m:
(n �
¢Z
wa-0 CLd
Ld
En W_ �+
L F-
W U
Z (n
Z `— z
�lr�i U
yz
Ow
zz
az
O (D
N 0)
r-t-
rnrn
i M
N
M
i LL.
z°
o
0
co
re)
2 0 12' C.C./PANEL T&B
0602x3
L
7 TO EA EXIOM CHANNEL AND IN. FASCIA
O.C. MAX. TO FASCIA
NOTE: FASCIA MAYBE BUILT UP BY 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.
HOUSE INS. ROOF
CONC. WALL
BEAM
2-1/4"X2-1/4" LON A2"X2"X7/8" CLIP ANGLE
TAPCON ANCHOR EA, SIDE W/2 - #4 OR
THRU CLIP INTO EXTG. 3- 2 CLIP Td
CONC. WALL. BM.
0# 7- BEAMS OR
F R
TWO EA. CUP. 4 BM _
G R USE 3
((O 9 BEAMS OR GREATER
R 4
F R
0 4 - 2.
RED
USE (3) TAPCONS.
BM TO HOUSE CONN.
EXIST. DRIP CAP
r� OPAL TIOONNAI.HING
#8 @ 8" C.C.
EXIST.
MOBILE
HOME
F•:%r..f;; :•>,r-;:
THRU BOLTS
ERS & NUTS
"C" CHANNEL DOES
%::
U
SUPPORT R```'.:?? •-
OOF LOAD
U ..r
ACTS ONLY AS era n:.
SEAL f
(MOD a"
COL:? - ''�:;':
up
a?(iiY
jy11
OPTIONAL
FLASHING
#2 0 12' C.C.
/PANEL T&B
FH-2
NEL
#3 ® 16, O.C. TO
CONC. #7-16' O.C.
TO 2 X 4 STUD OR H-3
PANEL TO WALL CONN.
Z
Egi'l
rn
N
N
5 (EA. SIDE) W/ 2-# -
4N
Wz
TO B W 2- 7 C M. EA UP
(/ #
z
CIA
INTOFASCIA)
cn W
�i?
"�a
LLJI
z
W
I—i
Q Z
a Q
¢
J
2Z1:
e
—1 J 0
p -w
W
TRUSS
0
�;:: .'r`:.. .
Cis%..+� t:�:+(
_
{ry
�
N in
�
BEAM
U
V7
W
W
Q 0_
a_
a
=W
W
w
AL. KICK PL. OPT.
USE 202 TOP ATT. KP
W/1-#2 ® 8" O.C.
SCREEN
I. SEE SCHEDULE
VARIES
ROOF PLAN
BEARING WALL
E COL SCHEDULE
3HT. "B2") -,-.p .:,.....
15-1
. .._4.r
E
E
CONNECTOR
1
34
34
W//2®12"C.C.
Bd1 3/PArNE,L$8 ® 8"
1 1 R PAN
111���III CRY BEAM
PER SCHEDUL
OPTIONAL 1%
2'X2"X1/8' X 2" LONG
JA_NCUP
ANGLE W/3 — #2
EA. FACE
4LBb
202
CORNER
COL.
COL SEE ANCHORING —
DETAIL FOR CORRECT
SPECS
1 X2
fl?:
SECTION B—B '•`j`�''`??`"`
(SCREEN ROOM)
SE TABLES 0 C GS .•!•'• E TA R SITE SPECIFI A eft
CONN. TO
BE CONT.
SNAP MAY B USED
E
:;•�'.<;•;.:>z�>;;t.:.::
TOP TO
BOTTOM
20
OF PANEL
OF
ALL JOINTS
ELEVATION
FASTENING SCHED L ".''
2
1
ROOM ADDITION
14 TEK SCkWHEX HEAD
2 —
10 S.M.S./ HEX HD. #8 a B' o.c.
TAPCON ANCHOR (TYP.)
/4"
PANEL-%
1.0102
4 —
BOLTS//4"
1 WASHER/NUT
5 —
CLIP ANGLE,.125" MIN. THICKNESS 202—
6 —
#12X1" LG. S.M.S./HEX HD. #2 SCREWS
CARRYr;::?s•::?';;;;
BEnM
% —
1 /4" X 3" LAG (5 SCREWS MIN.
EACH SIDE)
8 —
1/4" LAG*, WITH 1" WASHER
2"X2'X1/B' THK. (LENGTH
9 —
#10 X 1 1/2" S.M.S./HEX HD. COL
RETERMINED BY BM. slz
RECEOL �H[�NNEL
12
—CLIP ANGLE, 3/32" MIN.THICKNESS
K SCREWS
TO COL W/ A.1 TEK SCREWS
5 SCREWS MLN
*LAG BOLT LENGTH TO BE 1" LONGER
THAN ALUMINUM PANEL THICKNESS CARRY BM. TO
ALUM. COL. CONN. DETAIL
INSULATED ALUM. PANEL DETAIL SHEET:
N
202
MIN. 2' FASCIA J
FOR 7" BEAMS OR GREATER
USE (3) - #4 & (3) - #7
#8a8,
3OTTOM
T-2 OR T-3
20— /8' THRU` 10
CAULK
WATER- -
PROOFING
AL FL'G. L
ANCHOR
OPTIONAL
OR 302
16" O.C.
CARRY BEAM
PER SCHEDULE #8 THRU PANEL, BM.
8" C.C.
SIDES T4
1 X2 OPTIONAL-j Jo ®211-C2" LONG)
1C(T�"
p
2"X2"X1/8" X 2" LONG
2-#2 (1YP) CLIP ANGLE W/3 - #2
EA. FACE
COL. SCREEN ROOM COL. TO BEAM CONN.
F.B.C. 2010 EDITION
AL TK. ALLOY 3003 - H1
T-2
DET!
4NEL MAY
" PLYWOOD
� To 'd•
TO CHAA1:
�y{ ::>:s; CONN. DET. #1
EW ON ALMs;;;�s':
;:. ,INTERLOCKING PANELS
THAN
[(�'. ? ......... . .2"
R00F & WALL PANEL DETAI
L
PANFI PANEL SCHEDULE: ROOF PANELS
#2 ® 8" O.C.
EA. SIDE
i2"tiffs;;`;`>>:�: �-
t* ''
,N G
f:aY'tAi":•:s: R EQUAL
�::�:.' •TON
DEFLECTION
PANEL
L/120
L�240
ROO ADDITION
R — 2
12'-0'
9'-6"
R — 3
13'-6"
12'-4"
R — 4
16'-2"
14'-8"
R — 6
20'-8"
18'-10
R — 8
24'-4"
22'-2"
FOR COLUMNS 5" DEEP
OR GREATER INSTALL
ADDITIONAL 2"X2"X2"X1/8"
ANGLE EA. SIDE OF INSIDE COL. 2"X2"X2" LONG X 1/8"
OF & 1COL �8" X 4"#LGT EXPANSION 1O CO 2" 2" / 4 #6 TO COEA. SIDE L.
& 1 —
BOLT (WEDGE ANCHOR) . 3/8' X 4" LG. EXPANSION
TO CONC. ® c1ra BOLT (WEDGE ANCHOR)
EA. CUP ;,; _ TO CONC. ® EA. CUP
cli
COLUMN ANCHORING DETAIL CA
#6 TO COL (TYP)
CLIP ANGLE 3 8" X 4" LG. EXPANSION
BOLT (WEDGE ANCHOR) TO CONC.
r(TYP.) 2 PER COL.
#3 ® 18" O.C.
1X2 1X2 ELSEWHERE
FTG.
OPE
N PORT (IYP.)
FRONT ELEVATION
2 2 OR JAMB COLS.
NOTE: ANGLESARE NO OR 0 DO NT REQ D. F
ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2"X2'X1/8'X2'
LONG. USE ONE ANCHORS PER CUP - MIN. TWO ANCHORS PER COLUMN IN ALL CASES.
3/8" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL)
EXPANSION BOLTS TO BE "HILTI KWIK BOLT / SIGN BOLT
II" SYSTEM OR EQUAL
- TAPCON MAY
SEEBGENERAL NOTE 4EUSED IN LIEU OF FOR ADDITIONAL REQUIREMENTS
DATE : 03/15/12
SCALE :—N.T.S.
6005—T5 _ C.T. TARNOWSKI, P.E.
STRUCTURAL ENGINEER — FIN. UC. I
ENGINEERING BUSINESS CA 00009677
TARNOWSKI
ENGINEERING
CIVIL & STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
Plantation, FL 33317 Fax (954) 727 - 9644
THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING,
INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.
18X14 MESH
ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA:
1. FOR SCREENING WITH 18X14X.013" MESH
SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4
LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF
2. 30 PSF ROOF LOAD, 16.4 PSF WALL LOAD
3. WIND LOAD = 150 M.P.H. / EXPOSURE B / CATEGORY I
4. DESIGN MEETS L/120 DEFLECTION REQUIREMENTS
COLUMN SCHEDULES WITH SOLID ALUMINUM ROOF OPEN WALLS
COLUMN TYPE: 3X3X.090 LOADING = 33 PSF AREA = 1.08 K = 1.5 1 = 1.52
COL
SPACING
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
4
1 21.31
19.1
17.4
16.1
15.1
14.2
13.5
12.9
12.3
11.8
11.4
11.0
10.7
10.3
10.1
9.8
9.5
5
1 19.11
17.1
15.6
14.4
13.5
12.7
12.1
11.5
11.0
10.6
10.2
9.8
9.5
9.2
9.0
8.7
8.5
6
1 17.41
15.6
14.2
13.2
12.3
11.6
11.0
10.5
10.1
9.7
9.3
9.0
8.7
8.4
8.2
8.0
7.8-
7
1 16.1
1 14.4
J3.2
12.2
11.4
10.7
10.2
9.7
9.3
8.9
8.6
8.3
8.1
7.8
7.6
7.4
7.2
8
1 15.1
1 13.5
12.3
11.4
10.7
10.1
9.5
9.1
8.7
8.4
8.1
7.8
7.5
7.3
7.1
6.9
6.7
9
1 14.21
12.7
11.6
10.71
10.1
9.5
q.o
8.6
8.2
7.9
7.6
7.3
7.1
6.9
6.7
6.5
6.4
10
13.5
12.1
11.0
10.2
9.5
9.0
8.5
8.1
7.8
7.5
7.2
7.0
6.7
6.5
6.4
6.2
6.0.-.'
11
12.9
11.5
10.5
9.7
9.1
8.6
8.1
7.8
7.4
7.1
6.9
6.6
6.4
6.2
6.1
5.9
12
12.3
11.0
10.1
9.3
8.7
8.2
7.8
7.4
7.1
6.8
6.6
6.4
6.2
6.0
5.8
5.6
:SiF
14
11.4
10.2
9.3
8.6
8.1
7.6
7.2
6.9
6.6
6.3
6.1
1 5.9
5.7
5.5
5.4
5.2
5.
16
10.7
9.5
8.7
8.1
7.5
7.1
6.7
6.4
6.2
5.9
5.7
1 5.5
5.3
5.2
5.0
4 S;IM'.
4.8'.
18
10.1
9.0
8.2
7.6
7.1
6.7
6.4
6.1
5.B
5.6
5.4
1 5.2
5.0
4.9
4.7
20
9.5
8.5
7.8
7.2
6.7
6.4
6.0
5.7
5.5
5.3
5.1
1 4.9
4.8
4.6
4.5
TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD
*BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER
ATTACHED TO EACH SIDE OF THE CARRY BEAM.
COLUMN SCHEDULES WITH SOLID ALUMINUN
W
COLUMN TYPE: 4X4X.090 LOADING = 33 PSF AREA = 1.45 r4•,+
:j, I = ;,';`
COL
SPACING
4
5
6
7
8
9
1 0
11
12
13
1
15
1#':
$ %;:
• ...1
f+`%i1+`•;<?'%
2 0
4
33.21
29.7
27.1
25.1
23.5
22.1
21.0
20.0
19.2
18.4
1+7' :
>1 I 1
16 6::
1 r :::%3''"
: ;
-11 `.
f 14.9
5
29.7
26.6
24.3
22.5
21.0
19.8
18.8
17.9
17.1
16.5
'1s23'i1w:.
14.9'`
;',.,#?t;?L.
`;:C,#'
6
27.1
24.3
22.1
20.5
19.2
18.1
17.1
16A
15.7
15.0
.4
12.1
7
25.1
22.5
20.5
19.0
17.8
16.7
15.9
15.1
14.5
13.9
13. ':
z%h.''i'z
`:i •6
12.2
:8
11.5
11.2
B
23.5
21.0
19.2
17.8
16.6
15.7
14.9
14.2
13.6
:xj:30
12.6
"t1: >•'%`>:+'
``•`'
11.4
11.1
10.8
10.5
9
22.1
19.8
18.1
16.7
15.7
14.8
14.n
13.4
12.gr
'%# 3`
A> s{L
...' i44E
:>k1k '::
'z.10.7
10.4
10.2
9.9
10
21.0
18.8
17.1
15.9
14.9
14.0
13.3
12.7
1 i::
:; :�3:%:3
'i '
i'S<'::'::'
2
9.9
9.6
9.4
11
20.0
17.9
16.4
15.1
14.2
13.4
12.7
12.1
' :%
sv:2' :':::(
:'c%1, 7
•t{h :
%a.''"'
<,:%:13
9.4
9.2
9.0
12
19.2
17.1
15.7
14.5
13.6
12.8
12.1
11.6
1 i"'%iz:
• < +:
(:?1;t% 't
:%: `•9:=':
;+%+ $ ':
-.'' :3
9.0
8.8
8.6
14
17.8
15.9
14.5
13.4
12.6
11.8
11.2
10.7
10.2'
'' : :%''%`
'•
9.2 "
:
"8.6
8.4
8.1
7.9
16
16.6
14.9
13.6
12.6
11.7
11.1
10.5
,:::. ':
; .6
" "' ;:
5< 3^t
`:8.6
8.3
8.1
7.8
7.6
7.4
18
15.7
14.0
12.8
11.8
11.1
10.4
9 as ;
£': :.'`%s
: ' f1
8.l�3'£'
`fS :'<>`'
$::
7.8
7.6
7.4
7.2
7.0
20
14.9
13.3
12.1
1L2
10.5
9.9
&s:'+"r9i
'f+z::;
i
8.2 `'.`•.:
5 ><isii<::
7.4
7.2
1 7.0
6.8
6.6
TABLE GIVES MAX. COLUMN HEIGHT FOR
*BEAM LOAD FACTOR = THE SUM OF 1+
ATTACHED TO .Z
BEAM LOAD
FACTOR*
BEAM LOAD
FACTOR*
COLUMN
HEIGHT
MAXIMUM COLUMN;#!4:10'
ALUM INI)�fRC?::;
rr'%
MAXIMUM COLUMN HEIGHT W/20' ALUMINUM ROOF
COLUMN
4.0'
4.5'
F;jk%
�r ,'s
% 5 ?:
ic6.,.5'
7:0`i
`::.`: Y
8.0'
COLUMN
4.9
4.5'
5.0'
5.5'
6.0'
6.5' 1
7.0'
7.5'
8.0'
2X3X060
8.0
8.0
i'F`
%f 4'%+
:'#;
`7;'%3.
f,6 •
n.6 1
6.3
2X3X060
8.0
8.0
7.4
7.4
7.0
7.0
6.6
6.6
6.3
3X3X090
10.0
10.0
9.:;:`Zr;:
g=':;+$+7ny:FB_3''
8.3
1 7.9
3X3X090
10.0
10.0
9.3
9.3
8.7
8.7
8.3
8.3
7.9
3X3X125
11.0
,- •.0
10.
9.1
1 8.7
3X3X125
11.0
11.0
10.2
10.2
9.6
9.6
9.1
9.1
8.7
4X4X090
13 tE'`;;?IJI.
12.5
:.,..:...i.:....:.:.:...:
rfy>;7:i:
`'11.7f"
11.2
11.2
1 10.7
4X4X090
13.4
13.4
12.5
12.5
11.7
11.7
11.2
11.2
10.7
4X4X125
y i k� :
%F:4'9
13.8
Sy;<1;'0
13.0
12.3
12.3
11.8
4X4X125
14.9
14.9
13.8
13.8
13.0
13.0
12.3
12.3
11.8
4LB F:;'
8.4
8;t'`:.X+,
7.7
7.1
7.1
6.6
1 4LB
1 9.3
9.3
1 8.3
8.3
7.6
7.6
1 7.0
7.0
6.5
5
10.8
10:
9.8
9.1
9.1
8.5
51-8
1 12.0
12.0
10.7
10.7
9.7
9.7
9.0
9.0
8.3
T3:x:+:
11.7
11.7'<:r0.7
10.7
9.9
9.9
9.2
6LB
13.0
13.0
11.6
11.6
10.6
10.6
9.7
9.7
9,1
.;::..:....
:'•�.�,1�;%%�
5.5
13.5
12.3
12.3
11.3
11.3
10.6
71-8
15.0
15.0
13.3
13.3
12.1
12.1
11.2
11.2
,..;ik#?�r
21.7
20.4
20.4
19.4
19.4
18.5
8LB
23.4
23.4
21.7
21.7
20.4
20.4
19.4
19.4
$...
9LB
25.7
`2;7!:'%"C�'+
23.8
22.4
22.4
21.3
21.3
20.3
9LB
25.7
25.7
23.8
23.8
22.4
22.4
21.3
21.3 •`'U
......... (5
9LBH
27.7
27:7}';;57
25.7
24.2
24.2
23.0
23.0
22.0
9LBH
27.7
27.7
25.7
25.7
24.2
24.2
23.0%f3+0
2
10LB
32.0
32.0
r'29.7
29-7
27.9
27.9
26.5
26.5
25.4
10LB
32.0
32.0
29.7
29.7
27.9
27.9
2 yak;%:z
Q3
25.4``
TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM
FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING.
NOTE: THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING
WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN.
2X4X.050 MAY BE USED IN LIEU OF 41-8, 2X5X.050 MAY BE USED IN LIEU
**ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMI_NUM ALLOY
**1/3 STRESS REDUCTION NOT USED IN CALCULATIONS
**LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED
:111
CHAIR R�EDULE
At't`!RXIMUM 12`f
f�?€3+P�\�``
RAIL
5.0'
.0'
202
::psi
s a
s. e:
8.0
8.0
h5(t47'.F.FEC:<;F(Y.:xi:>
8.0
8.0
1 LOAD
FACTOR*
RAIL
LENGTH
DISTANCE TO CHAIR RAIL OR GROUND
THE DISTANCE TO CHAIR RAIL OR BEAM ABOVE
SCREEN FABRIC DETAIL SHEET: 18X14 MESH I EXPOSURE B 1 150 MPH I F.B.C. 2010 EDITION
.:F ;z;; • ter,.,
%/•:l `:i: irf::�: n: .::Jr r: SFr
{'.•%�i•,.ej+:;{ `±FF:i �'fJ:::<<ilrr`j`�•';J �l;r
BEAM PROPERM
••T#'f#°:1);•>+5�>'%'F:`<,'>:
MARK
TYPE
SI.7ff5::i.;+,+::_�'%�`z
4LB
LAP BEAM
2.0
'%`%::''>fQ:1A0
:D.046
51-13
LAP BEAM
0.050
6LB
LAP BEAM
if'<,
i`:s$il''r,.'':',
ss}`' #: `
. 0.050
7L6
LAP BEAM
:;ff�f : +%
���i�aQ;��2#":>>'+'
0.055
BLB
LAP BEAMc.
%%. rt',f `
%F;B.�"
''f??r"
0.072
9LB
LAP BFfi1` r+<
2:{'>'.'. ;
•%%': $i
0.224
0.072
91 BH
LAP :`'r
;t 2.0 `''%.
`:':ttFi ?::;;;.
0.306
0.082
10L6
LAP B��:.�..`:•
:;r,+2.0
t' `'�<.:0.389
tad:.: ;;+•xaz.:i+o<.
LE FOR SOLID ALUMINUM ROOFS
.:i.. r:
rf''i;::'.....
»::::::.::::.::.
y ;: ' MAXIMUM BEAM SPAN
BE%H{�r.:i4'n�f`�'•%s;w°..''.•'.'`'F�$,'.�%''
7'
8'
9'
10'
12'
14'
16'
18'
20'
2X4X126'-'-
3'?;
;`:§3 ::
"�.0
8.6
8.2
7.9
7.6
7.1
6.8
6.5
6.1
5.8
g�Q�5X125
'%wi?',�['
10.9
10.3
9.9
9.5
9.1
8.6
8.2
7.6
7.2
6.8
5LB;,r;
a1.1
'10.3
9.7
9.2
8.8
8.4
8.0
7.3
6.8
6.3
6.0
5.6
"....9
11.9
11.2
10.7
10.2
9.6
9.1
8.3
7.7
7.2
6.8
6.4
i'
'14.7
13.6
12.8
12.1
11.3
10.7
10.1
9.2
8.6
8.0
7.5
7.1
:`•,%>:'lf
.19.1
17.7
16.7
15.8
15.1
14.5
14.0
12.8
11.9
11.1
10.5
9.9
21.0
19.4
18.3
17.4
16.6
16.0
15.2
13.9
1 12.8
12.0
11.3
10.7
s9LBH
22.6
21.0
19.8
18.8
18.0
17.3
16.7
15.5
14.3
13.4
12.6
12.0
10LB
26.1
24.3
22.8
21.7
20.7
19.9
19.2
18.1
1 16.7
15.6
14.7
14.0
BEAM LOAD
FACTOR*
BEAM LENGTH
B/T COLUMNS
TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD
*BEAM LOAD FACTOR = THE SUM OF 1/2F.10LA
F�,LONG E
py
ATTACHED TO EAC ` Y B
2X4X.050 MAY BE USED IN LIEU OF 4LB, SED N OF -
49
CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS
(SCREEN WALLS)
WITH ROOF UP TO 10'
WITH ROOF UP TO 20'
RAIL
4.0'
5.0'
6.0'
7.0'
8.0'
RAIL
4.0'
5.0'
6.0'
7.0'
8.0'
3X2X050
5.1
5.0
5.0
4.9
4.8
3X2X050
3.9
3.9
3.8
3.8
3.8
2X3X097
6.6
6.6
6.6
6.6
6.4
2X3X097
5.4
5.4
5.4
5.4
5.4
2X4X050
6.2
6.1
6.0
5.8
5.7
2X4X050
4.8
4.7
4.7
4.6
4.5
2X4X125
8.0
8.0
8.0
8.0
8.0
2X4X125
7.3
7.2
7.1
7.0
7.0
2X5X050
7.2
7.1
6.9
6.7
6.6
2X5X050
5.6
5.5
5.4
5.4
5.3
2X5X125
6.0
8.0
B.0
8.0
8.0
2X5X125
8.0
8.0
8.0
8.0
8.0
]BEAM LOAD
FACTOR*
BEAM LENGTH
B/T COLUMNS
TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD
*BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL BELOW
2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB.
DATE 03/15/12 ENGINEERING BUSINESS CA 00009677
SCALE TARNOWSKI
s [1s0B� ENGINEERING
CIVIL & STRUCTURAL ENGINEERING
% 7360 N.W. 5th Street Phone (954) 727 - 2027
/ Plantation, FL 33317 Fax (954) 727 - 9644
THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING,
6005-T5 C•T. TARNOWSKI, P.E. INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
STRUCTURAL ENGINEER - FIA LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.
0.5"
0 0
*0 040" 0 04D" ri 040" 0 044" 060
102 1 X2 1X3 202 2X3X.060
#14 TEK SCREWS FOR p
LB OR LARGER OR
#10 S.M.S. FOR 6LB
OR SMALLER 0 18- C.C. {z O
a• = n
d•
.050" _ 1.
_ 55" to In N '�
In TYP. aN vi 55" � Iri 055"
TYP.
3.0
3.0
2X3X.050 GUTTER —GUTT R FASCIA
2X4X.050
2X5X,O5Q FOR COLUMNS 5'
OR GREATER INSTALL
ADDITIONAL 2"X2"X2'X7 j8,"••:;:
TOP & BOT. = ANGLE EA. SIDE OF INSIDE'::;
a? OF COL W/; (4) r:;#¢ TO CC
= I EXPOSED & (1)— 3/$ X: i f2" LG.
.32
j� o TO CONC;•;0 EA.. CHIP
BEAM TYPE
It,
t
4LB
.100
.046
5LB
.116
.050
6LB
.050
7LB
.120
.055
8LB
.224
.072
9LB
224
.072
9LBH
306
.082
10LB
.389
.092
: o N 5.094 I
L.070
-y d N p
3.0" N
4LB.5LB.6LB.7LB 3X3X.07d Z—GUTTER BRACE
SLB.9LB.9LBH k303
10LB LAP BEAM
SEE COLUMN ANCHORING DETAIL
�1X2 OR 1X3
OPTIONAL R TILES
3" FROM DG
TO BOLT tMINF}/
3"
//////
////////
COP FIL�
m
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 FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE
SITE SPECIFIC PLAN.
FINISH GRADE
SODDED REQC
FOR EROSION
PROTECTION I
2" MIN.
COVER
�k NOTE:
SITE SPECIFIC ENGINEERING I
WHEN THIS MEASUREMENT IS
SOLID ALUMINUM ROOFS. (EXI
ENGINEERING IS NOV.0 IR1
EXISTING HOUSE -fib
NOTE:
APPU
WIDE
CUP ANGLE
FIG.
COLUMN ANCHORING
3" FROM EDGE '
TO BOLT (MIND .• ti
3" FROM
TO BOLT
PA11011 R, TILES
8
{ ::hiAVER OR TILE
}r,U$:•►N LIEU OF 6X6 — 10/10 W.W.M.
SEE C
a3;
OLUNMN ANCHORING DETAIL
FROM'EDG
TBOLT (MIN.)
o0
B 4" CONC. SLAB
W 6X6 — 10/10 W.W.M.
/ 8"X8" FIG. W/ 1—#5
FTG. & SLAB DETAIL
NOTE. FIBERMESH MAY BE USED IN LIEU OF 6X6 - 10/10 W.W.M.
FOR CO'WMNS 5" DEEP OR GREATER INSTALL
ADDTT!61 P . 2"X2"X2"X1/8' ANGLE EA. SIDE
OF INSIDE OF COL W/ (3)- #6 TO COL -
& (1)- 3/8' X 2 1/2" LG. TAPCON
:..TO CONC. ® EA. CUP
i� #6 TO COL (TYP)
TO) CONCB (TYP.) 4 PER C TAPCON Ci _
3 0 18"
D.C. ELSEWHERE z
M �
3" FROM EDGE
DELETE 1X2/1X3 FOR
OPEN PORT (TYP.)
2"X3"X7/8" X 2" LG.
2" 2" MIN. ANGLE EA. SIDE OF
COL W/ (4)— #6 TO
COL & (2)— 3/8" X
O O 3 1/2- LG. TAPCON TO
ICONC. ® EACH CUP
2"
FRONT ELEVATION COLUMN ANCHORING DETAIL
NOTE: ANGLES ARE NOT REWD. FOR 202 DOOR JAMB COLUMNS.
*4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON
TAPCONS ARE TO BE SIMPSON 'T1TEN" OR EQUAL
SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS
GENERAL DETAIL SHEET:
4.0"
3.0"
.064"
O c TYP. O p
_'a 090" o 0 125" 050"
L U�ii 2X220
fi
•;:•: C 2X2
C 2X3 4X4 2X5 3X2
ul
r
I
BOLT (MIN.) COLUMN ANCHORING DETAIL
4.67"
064" �
225" c
1�
I 2.0" I
3 L 2X2
2"X2"X1/B" X 2" LG. MIN. '.':: ':::`•:::::: :::::': :::;:•:$ 2"x1/8" X 3" I.G. MIN.
ANGLE EA. SIDE OF COL 3X3 OR 4X4 "'LF•'•TWO SIDES OF COL
W/ (4)— 16 TO COL & ALUM. COL ''::tiM::.::.:
TAP /2 X 3 1/2 LG, r:
}IL� �6)— #1 TO COL
CO TO CONIC. :,:- +;. 3 •t% t 1 m
3/8"X2 1/2" LG.
t... 1:'9:;-..: ,.. ::f. c :� �TAPCONS TO CONC.
(4)— #6 TO COL (TYP)
;1X2
P ANGLE COL. TAPCON TO CONC. 2" LG.
`(TYP.) 2 PER COL.
i 3 ® 18" O.C.
1X3 ELSEWHERE
FrG.
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. 2"X2"X1/8"X2"
LONG. 1/2' DIA BOLTS ARE TO BE EXPANSION TYPE (SEE ANGLE TO CONIC. DETAIL):;
EXPANSION BOLTS TO BE "HILT[ KWIK BOLT II" SYSTEM OR EQUAL
*4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON
TAPCONS ARE TO BE SIMPSON `TITEN" OR EQUAL
SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS
THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN I
F.B.0 2010 EDITION. THE MIN. MECH. PROPERTIES OF
THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO C
OF THE ASCE 7-10, CATEGORY I
SCREEN WALL & SCREEN ROOF ,LD.AD:
ALUM. PAN & INS. PANEL STRU..LE'
1. ALL PRIMARY MEMBERS WILL BE CONNECTED,'.-.N :E
FASTENERS.
2. ANCHORS SHALL BE PLACED GRFk S)Z'- ;Tt#AN 3"''Ft
ALL CONC. FASTENERS MUST BE-- d�J l%:'A MIN. d
LENGTHS SPECIFIED IN INDIV)b,U&:*-' AILS ::;:•; ::;
3. FASTENERS FOR ALUM. Sk{EE1 ;SFi4LL NQF;.'Qu
4. ALL CONC. ANCHORS SHAtbi, 1.fAVE A ,%,;2r:;fdjN{•;:}}i
W/ 1/2 INCH DIA. WAS4 ':•:MIN.
ED. OF
4 SCMN% MESH.
&,LIVE LOADS
5'flR OTHER POSITIVE
OF CONCRETE SLAB OR FOOTINGS.
'-SOLID CONIC. REGARDLESS OF
BE PROVIDED
5. CONTRACTOR IS RESPONSI4Le-.-.:0• INSUL4fiE AVJX'-%MEMBERS FROM DISSIMILAR METALS
TO PREVENT ELE7ROLYSIS::;:;•;:•;;:;•.. `"'' `'
6. ALUM. IN CON7 :';N{/ COhlG� ;';d}- WOOD $f}liLl,':6E PROTECTED W/ HEAVY BOOTED BITUMINOUS
PAINT OR W{{7♦gi2;iyN METt1AYfhT:lA�4$[�ER OR THE WOOD SHALL BE PAINTED W/ TWO
COATS OF ALl7Wl ::}#(jF3 1 •; PAINT''ANR Jkt -DINTS SEALED W/ A GOOD QUALITY CAULKING.
7. ALL DOORS TO S{::1.sL)'OkOSING AND LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR
SPA:'E'J. IsT,::DOOR I_�1Qh) -k 202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS
T0,:3+�tvfAlAf: ;:'•^FWN1hfC::;:::•:::' :::
8. A}k:iVfFj�S'•:$(::pE7Ai;SJ)Ej41IN:::gfS'SITE—SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON
ARE NON:!`STRUCTURAL MEMBERS
Q INTERCHANGEABLY.
)NS TO ,_ MR,& W/ LOCAL BUILDING CODES.
URLWGS, (IDL'UMNS ...................... *AL 6005—T5
R;•F TRUSIONS................................AL 6063—T5
1i5f{Elf,i........................... . *AL 3003-116
ftT Hl$; RIVETS, WASHERS ......AL 2024—T4
SIAJ ERS TO BE ALUM., NON—MAGNETIC
5S STEEL, CADMIUM PLATED STEEL, OR
HEADED (NYLO—TEC OR PRO—TECT)
3"
TO
CONC. -
FOUND.
FRONT ELEVATION
IRITCOIl�� CACTCAIIAIl�
" SMS.
EA. SIDE
Z2"
CHAIR RAIL CONNECTION
' CHAIR RAIL PER SCHEDULE
STRIP FOOTING SCHEDULE
FOOTING (MIN.)
STRUCTURE
WIDTH X DEPTH
REBAR
SCREEN ROOF
12" X 10"
2—#5
W/ UP TO 7LB BEAM
SCREEN ROOF W 8LB
12" X 12'
2—#5
SCREEN ROOF W 9LB
12' X 16"
2—#5
SCREEN ROOF W/ 10LB
12" X 16"
2— 5
ALL SOLID ALUMINUM
12- X 12"
2—#5
ROOFS
*UNLESS OTHERWISE NOTED MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S
FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN.
F.B.C. 2010 EDITION & ASIDE 7.10 6005—T5
V
DATE 05/15/12
SCALE N.T.S.
C.T. TARNOWSKI, P.E.
STRUCTURAL ENGINEER - FIA. UC. I
2"X2-X7/8- X 3- LG. MIN.
ANGLE TWO SIDES OF COL
W/ (6)— #1 TO COL
& (2)— 3/8"X2 1/2- LG.
TAPCONS TO CONC.
(6) — #10 X 3/4" SMS. (3 EA. SIDE)
,/� 2' X #/
2" X .062" /
-FAT
' I SIDE CHANNEL
COLUMN SMS. TO
Z2'
RAIL*FRAIL*
COL
ALT. CHAIR RAIL CONNECTION
* CHAIR RAIL PER SCHEDULE
FASTENING SCHEDULE
1 — 14 TEK SCREW/HEX HEAD
2 — #10 S.M.S./ HEX HD.
3 — 1/4" X 2 1/4" TAPCON ANCHOR
4 — 4 BOLTS/WASHER/NUT
` a IP ANGLE,.125" MIN. THICKNESS
— 12X1" LG. S.M.S./HEX HD.
µ — /4" X 3" LAG
?' 8 — /4" LAG*, WITH 1" WASHER
9 — #10 X 1 1/2" S.M.S./HEX HD.
12 — CLIP ANGLE, 3/32 MIN.THICKNESS
*LAG BOLT LENGTH TO BE 1" LONGER
THAN ALUMINUM PANEL THICKNESS
ENGINEERING BUSINESS CA 00009677
TARNOWSKI
ENGINEERING
CIVIL & STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 — 2027
Plantation, FL 33317 Fax (954) 727 — 9644
THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING,
INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.