HomeMy WebLinkAboutSUBMITTED PAPERSf
OFFICE
USE ONLY:
e ) Fee Due: Receipt# Permit #
I Late:�'�/� �
r
` J " PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION 0
2300 Virginia Avenue �.
..
v Ft. Pierce, FL 34982-5652
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
SCANNED
PROJECT INFORMATION
'
9219 Avenel Luc County
LOCATION/SITE ADDRESS: Lane
' '^
L.
Davenport
PROJECT NAME: _ p. SITE PLAN NAME:
' 3.:
. PROPERTY TAX ID 4: 3322-502-0028-000-1 --
4
LEGAL DESCRIPTION (attach extra sheets if necessary): Pines at the Reserve Lot 22 (or 2965-697)
5..'
BRIEF DESCRIPTION OF WORK: 1
'
�5 1 G' t ,
I� A I 1n . 1�J c.� Q x /� ne
iltsf- QQu�o► �i.� �k i- �ri�-t} oP ��x�s- s on P crc —N
6.
PARCEL SIZE: AL�CES/� FT. LOT DIMENSIONS 30 x 145 135 _Sm r3L L
7.
SETBACKS (ACTUAL,) FRONT: d1 BACK: RIGHT SIDE: D&O LEFT SIDE:
8.
TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND,EVERY TYPE CF STRUCTURE)
F,'Y-P-E
OF CONSTRUCTION
N = New
A =Addition_
SG = Slab on Grade
SR =Raised Slab
DIMENSIONS
SQUARE 'rEE:T OF
R = Rebuild
WD = Wood Deck
ION
Ll
SCREEN ROOM
❑ NEW ❑ EXISTING
__+CONSTRU�I
X
j
CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
II
F1ABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
Lim
CAT I, ?. OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
L,-
—
ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
_ y ,I
�I
POOL ENCLOSURE
I�
❑ NEW ❑ EXISTING
X
❑
M H ROOF; OVER
❑ NEW ❑ EXISTING
X
ROOF SYSTEM OVER
❑ NEW ❑ EXISTING
X
EXI MNG ACCESSORY STRUCTURE
Lk
.OTHER:
❑ NEW ❑ EXISTING
X
�I
ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9.
VALUE OF CONSTRUCTION: $ %.0c�
T L:•e value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
que3tion 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
PRJOR
TO FIRST INSPECTION.
S' C CDV Form No.: 091-02 Rev.05/1412014
DC-
PV1fNER INFORMATION.. .1
NAME: Christie Davenport / Nancy Davenport
ADDRESS: 4824 Bay Bridge Lane
CITY: Virginia Beach STATE: VA ZIP 23455
PHONE (DAYTIME): ( ) EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEESIMPLE TITLEHOLDER:.
ADDRESS:
CI`1`Y: STATE: ZIP
PH1?NE (DAYTIME): ( )
CONTRACTOR INFORMATION
CRC1330712
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: .
EU,SINESS NAME: South Florida Aluminum Products
QUALIFIER'S NAME: Gary Whigham
ADDRESS: 4801 South US Highway 1
CITY: Fort Pierce STATE: Fl ZIP 34982
PHONE (DAYTIME): (772) 466-0913 FAX NO. 466-1074 email: sfapbooks@soflalum.com
ARCHITECT/ENGINEER: Suncoast
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): ( 727) 532-9000
NOTE: IF APPLICA3LE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
ANIiHVAC
,?C,NING 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
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
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT11
BIMS FEE
$
MISC FEES
$
TOTAL FEES
CODE
BUILDING ,& ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
1
INITIALS
PLAN: REVIEW SPECTFICATION CHEC'KLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide.to Aluminum Construction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 1 I" or larger.
• All relevant tables & details, if using a manual, must be properly highlighted and must match des.igi checklists &
drawings.
• The plan view must include all dimensions; the location of the host structure and all"materials must be sized and
identified thereon.
• All elevations must be shown, including 41h wall detail, dimensions and all material must be sized and identified.
• All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
• All methods of faste-ning or other details which are relevant to the.design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component
must be sized and identified.
• All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified.
• All -footing, slab and ISO pier designs must be on the plains, per the Architect / Engineer's plans & specifications.
• All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20.
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -
catching gates with picket spacing.
(II)• SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, identified on the openings of all Plans.
(III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(1V) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V)'MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 41h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume fuil responsibility for both structures' integrity by site specific documentation.
CERTIFICATION:
'this application is hereby made in order to obtain a permit to do the work and installations. as indicated, and to obtain a
ce. iffcate of capa,zity, 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. 1€ utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the compopents 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. 1 further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
izsuance 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. 1 , the Contractor / Own uilder, have verified that the existing foundation meets the requirements of the Engineer of
Record and i in ad ate co riition to withstand the uplift and weight of the aluminum structure-andsurd structure will not
excee otp ' t of the s ucture that was in existence prior to removal byth s orms.
OR CON ACTOR SIGNATURE S NATURE
STATE OF FLORIDA
COUNTY OF Saint Lucie
T he foregoing instrument was acknowledged before me o-
r
me this day �f July 20 14 c;
— o e
by Gary Whigharn 9�or
{�
W M =
ca
who is personally known X to. me, or who has GI m �
2 cn
E
® as
produced Z
sm �c
fir SRT
-n c
c. as identification.
(Seal)
Notary
IMPORTANT NOTICES:
STATE OF FLORIDA
COUNTY OF Saint Lucie
The foregoing instrument was acknowledged before me
me this day of July
_ 20 14 q
X M
by Gary Whigham
who is personally known X
to me, or who hasOr
Z
produced
•
as identification.
_ (Seal)
ignature of Notary
• 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 OWNER/BLDR
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.
09%30/2014 05;'58,. FA% ,72466107:4 SOUTH F'I:A A`LIJMINLTbi ' :. Z001
1 NOT{CE OF.C�JMMELEMENT'
'1 9 i' • 11
C T'+,' • -
� � .. �1 ,' + • ^ .. ' ��' ', • 3322-502=D�2g•9o3.1 ° • 1• '• •r•• , ` ��,
'TAx.F01!o No.
T $ ''. r 'Cf Florida _ountY Of St;1,.j e '
7YE'.unde�Stg�ed her�bj givesnbtice that,Rrlprov6mefit will bg made,to r:erta:n real property and In accordance xlth Chrpt_r 713, Florida Stat+�tes, is
=cyddwiriglnfor nil:iori fs pro,nded irthis.N tics'of CornhriencemenC
.°^beeuiption of property (3-n' d streat a ddress if available)."
a F!'r.es 3t the Reserve Lot 22 or 2963-697)
+I" Y•
'Gereral.desoriptiori af'imprweriient:
' . nOwvrinfor,,�ation•arLesse"edn mat n.if tfieLdsseecipri acte4forthe Mkoyenient: ' =r
Nortek `hnsue.Davenport! htency�aw:nport - —.
V. n-'9
+
' lriLi Nit l'Lpr9pelty.
' Narie ai,d address'oi fee•simple titlahjider Jf dirfeeehc from:0urner li,ted above
. • ', — _ , -i iJanT. `^_S:Li•';Otl�' .d!:.'^�n',r 1i.'.`w`'•��.
k pt'
I Con:ract.r address'_ 4 = t ou 'Ias-Fig�way ort erce., MIN 'Phone'Nt�mber: v
_ u • : wI_
l . he nt bond is,attached); Amoupt cf bond; �• �' ; : :'
)' Su'r• ry lif applicable, a'copy,. of t F a� ne , , "_ r5
= Ph'orie numb"er: _�:_ . w
` •Iyar,e and address: _ i .' ..... C x
(;tt•rerName; —� � �,:.Phoria,Nutnber —�. ; Wr• �. :
rrda deli sled by O.wrie� upon whont.n�tices or other ddduments,m�d'lie'ser�ed,as prdvN6day Se, ' �'.; M,'. t,.Y :�'•
Parrans within the State of flp ' " . N uJ 16,
° j&3.j3(3) (e)7., Flurl ;a Statutes:' W Ur:
?I
'PhoneNumbe(:
'Naeie: -- -- a
address; �� • We� F' �� tox $
. - i , .. , . , . .. • to receive a caps . o � ,� o rr-
In a idifionto°himself of herself, ownerdesignates _ of
i Ei or's:Notica'as provided iR Section � 13(11(4)r Florida Statutes.,
phone number of person or entity designated Gy:ownee :
r, • - .' :
r fxp ratioridateof notice oftbrrrmencemiM; (the expleation date'may not be before tale eorn.pletlon Of con'struct�on_and feral payrtlentto th.:
con:rattOf,+but will b'a 1 year f[oRl the da) a of recording unless a:diife�ent`date fs speci`iedj —
'
C •1 [, , 4
• W��4N1NG TO 04VN"ei: ANY PAYMENTS NAOE BY THE pVJNER AFTI R THE EXPIRATJQN. JF THE NOTICE OF COMMENCEMENr AR 'CON +L1Efi: D
itr1P?OPER PAYMENTS UNDER [HAPTER 513, FART I, SECfIOf yI113, FLORIDA'STATJi ES, -AND CAN RFSII�.TIN:YpUR;PAYING TW!'GE FOR
IrrtF tOVEMENTSTO 70UR. PROPERTY, AraoTtCf qF LOMMENC� ENTTAPSTBE RECdR'DBD AND PC1Sttb Ci THE Joe 3rrh BEFORE'THE FiI•ST'
` IPIS-ECrION; iE C.V.40END 70 OBTA.N 1:1f!h?46NG CONSULT MTH YDJR LENbER'0P AN ATFORNEY BEFORE COMMEhtlllG.WORK OR :
+ 4 :L•7 afJ,7+ irn�i�'�; 1r�C rrr,+,n,r err:RAF-irml.. ` '' ' :6• , -•
:r•i er pgneit/ pe• ; I declare r `P ltav�. read tlTe foregoing notice of commencemani'and that the, fats stated therair`are trup+to the es t w.
• -- ' , •• ��D+reEtgr/Partner/!!�dnager
i5ibng a of'0 r or Les or oar's or Lessee's Authoriied Offict~ ,Y.� , w MISSION
�1�y ,R�'�Ee�
VV16MISSIO' r rr vacs •..
BARU. December r, 20{7
1lordeE-hn6W Not*Vvim
,' "day;
The foregoing instrument was atknowleilgrd'.bbfore. rn this jam! - -• :
Name of Person TYPe of authority (e.g, offieer, trustte) Party on beh/�allff of whom instrument was a l!cuted
G ' ±Personally knowrf-or'prod'ucea Identiticatiori_'' '
ature of Ncnary. Public; Stat 6f kI}ridal T of Identification protluced._�
p+'rit, Type, or Starrirr Commis'sioned Name of Notary Public] Ype
Joe Cicio
From: Joe Cicio
Sent: Friday, September 19, 2014 3:34 PM
To: Isfapbooks@soflalum.com'
Cc: Joe Cicio
Subject: Review Comments for Permit Number 1408-0342
Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional, contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank you,
Jasepk M. Guio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462--1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and/
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
US
Planning.& Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462-2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address: 9219 Avenel Ln
City / State / Zip: Port St Lucie, FI 34986
Parcel #: 3322-502-0028-000/1
Zoning: PUD
APPLICATION INFORMATION
Permit Number: 1408-0342
Permit Type: POOL ENCLOSURE
CONTRACTOR INFORMATION
Contractor Name:
Gary K Whigham
Business Name:
South Florida Aluminum Products Llc
Business Addr:
4801 S Us 1
City / State / Zip:
Ft Pierce, FI 34982
REVIEWS AND COMMENTS
REVIEW COMMENTS
Page 1
Owner(s):
J Christie Davenport / Nancy M Davenport
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 22 Block:
Stories: Automatic Sprinkler System? No
Fax Number: 772-466-1074
Email: Sfapbooks@Soflalum.Com
Review Type
Status Reviewed By Date Started Date Completed Date Released
DOCUMENTS MISSING
PENDING Dawn Milone 8/25/2014
8/25/2014
Comment:
NOTICE OF COMMENCEMENT
9/3/2014
Comment:
GENERAL CONTRACTOR ON HOLD.
FRONT COUNTER REVIEW
COMPLETE Dawn Milone 8/25/2014 8/25/2014
Comment:
PLANS,EXAMINER REVIEW
INCOMPLETE Joe Cicio 9/19/2014
Comment:
ENGINEER HAS DESIGNED THIS STRUCTURE AS A RISK CAT: [2 ] WITH A 140 M.P.H. WINDSPEED / IF
9/19/2014
DESIGNING AS A RISK [ 2 ] WINDSPEED WOULD BE 160 M.P.H.' IF DESIGNING AS A RISK [ 1 ] MUST DESIGN
TO A MIN: OF 146 M.P.H - EXPOSURE "C" IS CORRECT FOR THIS LOCATION
ENGINEER TO MODIFY THE PLANS ACCORDINGLY [ ONLY DESIGNED TO 140 M.P.H. ]
9/19/2014
Comment:
SUBMIT A SOIL TEST STATING THAT THERE IS A MINIMUM PRESSURE OF 1,500 P.S.F. AS REQUIRED BY
THE ENGINEER ON SHEET A-1 AND A-4
9/19/2014
Comment:
A COMPACTION TEST WILL BE REQUIRED PER ENGINEER [ SEE A / A-4 ]
9/19/2014
Comment:
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
ZONING REVIEW
COMPLETE Lydia Galbraith 9/3/2014 9/3/2014 9/3/2014
Comment:
3000 l..B �P�
Wednesday, Oct 15, 2014 01:03 PM
Wednesday, Oct 15, 2014 01:05 PM
"The On Tme. Cohd6te_C
CENTRAL CONCRETE
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CC7NTfiOL 20 LOADING P01NTS AT 6 LOCATIONS TO SERVE YOU BETTER,
YD�ia► cnxrG :,MIAMI •DOWNTOWN MIAMI WEST.MIAMI .AIRPORT •, OPA LOCKA • MEDLEY'• PERRINE • FEMBROKE`PtNRS
1 4 DEERFIELD BOLA RATON RIVIERA°BEACH 'STUART':W BRQWARD • M PIERCE,E BROWARD • DELRAY �l l
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`DELIVERY COPY' ' NR
`The On Time Concrete Company"
CENTRAL CONCRETE SUPERIVIM INC.
CONCRETE
(505) 264-7 ORS.
DEERFIELD: (954) 480-9333
BLOCK PLANT: (305) 805-=6 £ j'
WWW.SUPERMIX.COM
MAIN OFFICE: 4300 S.W. 74th Ave. • Miami, FL 33155
PHONE: (305) 262-3250 • FAX: (305) 267-0698
SERVING MIAMI-DADE, BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES
SOL��1 TO
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I acknowledge that I have recely and accegeed the materials listed on this ticket. I
understand and agree to on Oe front and back of this ticket.
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RECEIVED BY: X
_` 14TROL- _ _ 20 LOADING POINTS AT 16 LOCATIONS TO SERVE YOU BETTER
°� �+► cc�r� MIAMI • DOWNTOWN MIAMI . WEST MIAMI - AIRPORT - OPA-LOCKA • MEDLEY • PERRINE • PEMBROKE PINES
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Latitude: 27.3373
Longitude:-80.4192
ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
Risk Category I: 145
Risk Category 11: 156
Risk Category III -IV: 168
MRI** 10 Year: 87
MRI** 25 Year: 106
MRI** 50 Year: 118
MRI** 100 Year: 129
ASCE 7-05: 134
ASCE 7-93: 99
'MPH(Miles per hour)
**MR] Mean Recurrence Interval (years)
Users should consult with local building officials
to determine if there are community -specific wind speed
requirements that govern.
Mhk-
dni
Download a PDF of your results
M.
Print your results
WIND SPEED WEB SITE DISCLAIMER:
While the information presented on this web site is believed to be correct, ATC assumes no responsibility or
liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for
any specific application without competent examination and verification of its accuracy, suitability and
applicability by engineers or other licensed professionals. ATC does not intend that the use of this information
replace the sound judgment of such competent professionals, having experience and knowledge in the field of
practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the
results of the wind speed report provided by this web site. Users of the information from this web site assume all
liability arising from such use. Use of the output of this web site does not imply approval by the governing
building code bodies responsible for building code approval and interpretation for the building site(s) described
by latitude/longitude location in the wind speed report.
Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542
http://Windspeed.atcouncil.orglindex.php?option=corn content&view=article&id=10&dec... 8/12/2014
Goosle earth feet 1000
meters 500
CONTRACTOR: South Florida A = um Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum
Association; Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5-
Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region &
Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent
Basic Wind Speed: VuLT =146 MPH, VASD =112 MPH
.3. Exposure Category, Paragraph 1609.4.3: C
4. Screen Roof Enclosure Table 2002.4
Foundation Design
New Type H 4" Monolithic Concrete Slab -16" x 20" w/(2) #5 Cont.
31" overlap at joints on 3" chairs and poured w/ 2,5R0 PSI concrete.
Doweled & epoxy to existing footing with 12" (2) #5 rebar. The
foundations are based on a minimum soil bearing pressure of 1,500
rrgieect
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen
enclosure scope or not, by one or more regulatory agency, the.
following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following
components: -
i. Portland Cement Type 1; ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than
5". Water added after hatching is not permitted
d. Prepare and place concrete per American Concrete Institute
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
e. Moist cure or polyethylene curing permitted
£ Prior to placing concrete; treat the entire subsurface area for
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be
coated with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated
4. All Self Mating Beam Sections are to be stitched with either #14 screws
6" from ends and 24" center to center or 412 screws 6" from ends and
12" center to center.
5. The minimum -nominal thickness of protector panels (kickplates) shall
be an industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4101.17 Residential Swimming
Barrier requirements.
7. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
8 Door location shall be determined by contractor in the field -
99.. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tracks or
upright, the pavers must be bonded to the concrete with an epoxy,
thinset, or 3,000 PSI grout to ensure full positive contact with concrete.
10. Design shall be based upon "PINNED" upright analysis unless
approved by Suncoast Aluminum Engineering, LLC
WIND SPEED AN - POSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
G'\
FILL� -P
OONCEALED FASTENERS OR AT`ACHI�M =3) L ARE THE 9ESPONSIBUTY OF THE _ F
CONTRAMR OF RECORD.
PR94A IG)N� SPAL'\ : ' O
o r-
I I
O N
N N
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED BY
1X2(TYP) DATE
ZCAI
PLANS AND .ERMIT
MUST BE KEPT ON JOB O .
NO INSPECTION WILL BE MADE
.. "
A-2 2X3 2X3 2X4
n 1X2(TYP)
I r` m ^ m to M in M Lo ra .�
j� X2 X2 XM XM XM
Nin N(n Nfn Nln N(VO4
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N 2X3 .2X3 2X4 2X2 2:� :10al
to
2X3 2X3 2X4 2X2 2 v
s q4a?.
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A-3 2X2(TYP) •:i a:
A-4
25'-0"
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2X4
2X2
2X2
2X2i�
I
rn
1X2 TYP
A-2
A-3
A-3
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TAD ANY CORRE;TIONS
RE�UIf�BD BY MLW fNSPECTORS THAT
MAY BE NECISSMY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
1X2
2XDJ
2X2DJ
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in
2X5
SMB
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SMB
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DRAWN BY
AG
DATE DRAWN
08/19/14
REVISION
n 09/22/14
SHEET NO:
A-1
ALUMINUM MEMBERS DIME INS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
1x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SUB: 2" x 4" x 0.044" x 0.100"
2 x 5 SUB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SNIB: 2" x 8" is 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SRvIPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
MEMBER SIZE
EDGE "C"
2X4
Y"
2x5
1"
I
2X6 - 2X10
1 A"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 112"
1"x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" 6" FROM -
UPRIGHT & 24" O.C.
(1)12" DIA. x 212" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU _
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN.
PATENT PENDING
2" x_SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
[IN.
-2" x_SMB UPRIGHT
(SEE A-1 FOR SIZE)
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
1/8" x T x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
® I
1" x 2 O.B. BASE PLATE - TYP
- , 1114•MIN fANC
21/4' MIN CONC v ANCHOR EMBEDMENT
:ANCHOR EMBEDMENT 2' —;,Ff a • • A
MIN
5d MIN EDGE DISTANCE FROM
SLAB / FOOTING 'k . ' a " ERIOR OF COLUMN TO
SEE PLAN e e ° '• ' OUTSIDE EDGE OF SLAB
SIDE VIEW
(1)12" DIA. THRU BOLT w/ NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
(2) 3/NUT, JAM NUT w/ THREADLOCKER
S DIE. CONCRETE MAY BE USED
CREWANCHORS I I TIGHTEN TO CONTACT - DO NOT
(21/4" CONC. EMBED) I OVERTIGHTEN
A.' .L
x 2"BASE PLATE ANCHORED TO
ACONICW/ 1/4"CONCRETE SCREW
" :1 ANCHOR (MIN.1 1/4" EMBED)
SLAB / FOOTING °' ° �a V MAX EACH SIDE OF POST AND
SEE PLAN E+ , ; a; .:• 24' O.C. MAX
FRONT VIEW
212" x 11W x (GIRT OR PURLIN
WIDTH + 1/7' x BEAM DEPTH
OR UPRIGHT DEPTH -12')
ALUM BACKING PLATE
CHAIR RAIL MEMBER
x 1 11T SMS INTO
OR SELF -MATING BEA
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A _2 SCALE: NTS
-� ems`
• •
_ U1
PROFLL
x
/ SIO�JAL SEAL
C
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B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: WS
CONCEALED FASTENERS ON ATTACHMEM THESE PLANS ANU ALL PROPOSED WORK
ARE THE RESPONSI 110 OF THE ARE SUBJECT
()ONTWOR C F RECORD REWIR80 BY FIELD INSPECTORS THAT
MAY BE NECESSMY IN ()IWER TO
COMPLY WITH ALL APPLICABLE CODES"
3/16" 5052-H32 GUSSET � �-#14 SMS @ 1.1/4" O.C.
2" x PURLINS ATTACHED TO
BEAM WMIN (4) #10 x 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 1/4"
TYP
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
- REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
RNAL GUSSET DETAIL - RIGID MEDIUM
SCALE: NTS
2x3"PURLIN-NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
2 x 3" x 1/6" 5052 - H32 ANGLE EA SIDE
OR
2 x 3" x 0.06T 5052-H32 RECEIVING
CHANNEL
T x T EXTRUSION -
1" x T x 0.W' OPEN BACK INTERNALY
SCREW TO UPRIGHT W/ (2) 910 x.1 12"
SMS & FASTEN TO EAVE RAIL W/ -
#10 x 1 12" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
NOTCH POST AS REQUIRED
FOR Z" x 2" EAVE RAIL
/
(3) #12 x 3/4" EACH LEG
EACH SIDE -SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F LOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS
0
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Z R
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DRAWN BY
AG
DATE DRAWN
08/19/14
REVISION -
SHEET NO:
A-2
0
Ll
6" WIDE x 0.125' = BRACKET
@ EACH BEAM ATTACHED TO
NOTE
( 2) 318" DIA. x 4" LAG SCREWS FOR
moil
t
W/ 30 x 3"LAGS (3
PER BRACKET) AND (1) 3/8 x 3
SPANS GREATER THAN 30-0
LFASCIA t
LAG @ 24" O.C. AT GUTTER
dV
OPEN BACK
(1) 3/8" DIA x 4" LAG
SCREW INTO EXISTING
2 x2 x1/8"x4"ANGLE _ r'
PROVIDE #14 x 1" INTO EACH - :
LL •'
O w
� �-
1"x 2" x 0.044"
�'' Z
� LL�0'
W/ (2) #10 x 2 l/2" SMS THRU
OVERHANG FRAMING
MEMBER AS INDICATED _ LU
BELOW i�L7
;
• ":
BEAM INTO SCREW BOSSES
-
NOTE:
�j••
°
'1 ''
••�%�
" °t
\
CONNECTION DETAIL
— — — YJ�
• " • • • • •
\
AT EAVE RAIL
SIMILAR
PROFES
I64AL.SEAL [
i
• •
r
F
MATING • •
ELEMENT
W
W
CONTRACTOR TO VERIFY
-CORNER POST
z W
d
�
Tx 4" FASCIA - IF LESS
(rj i•
\
•
THAN Tx4"FASCIA, Tx 4"
z
1/8"x2"x2"x2 ALUM • •
SUB FASCIA SHALL BE
LLI o i
ANGLE W/ (4) #14 x 2"
PLACED OVER, LENGTHEN
6063-T6 ALUMINUM
J Q a
SMS EACH FLANGE
LAG SCREWS TO FULLY
4" x 4" x 1/8" PLATE
/
Q [o
EACH SIDE OF BEAM
T' SUPER GUTTER PENETRATE SUB FASCIA
W!#14 z 1" INTO EACH
/
z H
0.062" BACKING PLATE ON
F OTHER FASCIA, ADD 2" x
MEMBER AS INDICATED I
/ K- BRACE:
O_ CC z
INSIDE OF GUTTER
4" PT FASCIA w/ 12" LAG
BOLTS -1 1/2" INTO TRUSS
•
FRONT WALL 2" x 3" x 0.046
/
G w i
c/] U
N z =
TAILS -COUNTERSINK
•
SIDE WALL' 7' x 2" x 0.046"
�fi •
LLI W
21/8" x 1 1/8" x.06Z MIN.)
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
I •
_ — — — —
• •
LLI 0 i
W/ MIN. (2) #12 x 3/4" SMS
1/2" LAG SCREWS,
— — — — — —
O
PRE-DRILLw/3/8"DRILLTO
a N LL
PREVENT SPLITTING.
BASE PLATE
I
i
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
H-�
CORNER K-BRACE DETAIL
z
/� -3
SCALE: NTS
A_3
SCALE: NTS
/1
W
THESE PLAN AND ALL PROPOSED WORK
z
•
y
REWIRED 6Y FIELD I'MSPECTORS THAT
W z o R
MiTf BE NECE96my IN ORWER TO
a
Lni z t m g o �
-
COMPLY a,I!lITH ALL APPLICABLE CODES.
Q m m z
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gy� ""
SELF MATING
Tx 2" x 1/8" ANGLE x 8" LONG
z 3 C ^ c
BEAM
PROVIDE #14 x 1" INTO EACH
MEMBER AS INDICATED
�*+ C
zg s
PURLIN
BELOW
N .^', u
WOOD:
#10 x 3" WOOD SCREWS, 6"
— —
— — — — —
FROM GIRT & @ 12" O.C.
CONDIA
6063-T6 ALUMINUM
N
x 3" CONCRETE
4" x S x 1/8"PLATE
W
SCREW ANCHOR, 6"
1/8" EXTERNAL BACKING PLATE
I W/914 x 1" INTO
I
'
FROM GIRT & @ 24" O.C.
(2) #14 x 2" SMS
\ EACH MEMBER AS
J
(4) #10 x 110 INTO
I INDICATED
LU
SCREW BOSS
•
a �LIJ�
— — — —
DETAIL #2
K- BRACE:
•� •
I
z
FRONT WALL 2" x 3" x 0.046"
•
CL > OD
SIDE WALL:TxTx0.046"
— —� • — — — — —
W Q U) OD
- --
...
O>0.ofco
GIRT
— —� . I — — — — —
/
d 0rndE'
2"x2"OR2"X3"HOLLOW
• • I
I
DRAWN BY
SECTION GIRT
1 10 x 1/4"
1 1/2" x 114'
K, BRACE
FRONT WALL, 2" 3" 0.046"
• GIRT
/ i
AG
FENDER WASHER
FENDER WASHER
x x
1"xr
SIDE WALL 2"xTx0.046"
4 " (MIN) UPRIGHT
DATE DRAWN
t�
08/19/14
EAVE RAIL W/ 14" DIA
REVISION
_
THRU BOLT
I
DETAIL #1
C-1
1X2 TO HOST STRUCTURE DETAIL
H-3 ROOF BRACING CONNECTION DETAIL
H-2 INTERMEDIATE K-BRACE DETAIL
sHeErNo:
A-3
SCALE: NTS
A-3
SCALE: NTS
A-3
- ,
SCALE: NTS
A 3
-z
y 'fit
ay ' y :• ' t nq
0
s1"
_.
0 4JJ L r s
�• .y y� ° ..... • • ° �;,� Via' F,
PRrOFESSl0NALStA "'�';�l �
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LLI c
LLI
z LJJ
a
w Q rn z
Q v LL
Z 0 w z
p N c
u z
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LL. > o g
PLANS
pyy AND
n p�[� �9 �y WORK
p W a
THESE PLANS ACID ALL PROP()BEd @ ORK � N O a
E
ARE SUBSLCT TO ANY CORRECTIONS
REQUIR155D BY Flop INSPECTORS THAT .
MAY BE NECIR-96MY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES" �_ o
z o 2
= Jam^ 3
1°x2"O.B.FASTENED TOCORNER Q
z
POST W/ #12 x 1 1/2" SMS AT 6" FROM
TOP &BOTTOM RAILS. TYPICALLY @ I N W m m m w
24° O.C. 1B° x 2" x 2° EXTRUDED Qpi pi
I I ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4" SMS O Lu 1 Nn u
H Z f
1/8" x 2" x 2" EXTRUDED ANGLE 5052 • • INTO DJ V z
CORNER POST I I I H32 ALLOY EA CORNER W/ (2) #14 x T Z (� a 3¢ C C < `a
SMS INTO POST & (1) 3/8" DW. � z m W
16" CONCRETE SCREW ANCHOR INTO cN LL1 u 1:� o
CONCRETEF T c
(2) #S CONT 31°OVERLAP ['C2'
@ JOINTS ON 3' CHAIRS NEW4"SLAB EXISTING SLAB (2) #10 x 1 BO SMS
THRUSCREW BOSSES _ �VP MW CONcSLAB! FOOTING' NoaeM2 1/4"MIN CONC SEE PLAN ':. °r' ac
CHOR EMBEDMENT . '< u
GRAD SLAB / FOOTING, a SEE PLAN ��• -' N c
SIDE VIEW w a
#5x12•BARS @24"O.C. z
SIDE VIEW p w
L, 6" `1 6" EMBED EPDXY IN PLACE F
TYPE II f T—{ CORNER POST W/ 1"x T @ - Q F- w c
MODERATE SLOPE FTG (4) #1iN o4PSO I I BACKSIDE (1) 3/8' DIA. CONCRETE V a W F
I 3/8' x LENGTH As REQUIRED SCREW ANCHORS I I 2" x 2" DJ W Z Q fn
FOR 21/4' EMBED CONCRETE (21/4' CONC. EMBED) I v >
SCREW ANCHOR INTO Q N O J
NOTES FOR ALL FOUNDATION TYPES: FL4`1-
I CONCRETE _ I ❑ G) n- LL,
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING 1" x 2" BASE PLATE _
PRESSURE OF 1,500 PSF. ANCHORED TO CONC W/ 1/4' 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS. CONCRETE SCREW ANCHOR DRAWN BY
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEETA-1. (MIN. 1 1/4' EMBED) < k- ./4C74. FIBERMESH MAYBE USED IN LIEU FOR WELDED WIRE MESH. 6" MAX EACH SIDE OF POSTx 2" BASE PLATE
5. IF ALUMINUM BUILDING CATEGORY IS CLASSIFIED AS HABITABLE SOILTO AND 24' O.C. MAX ANCHORED TO CONC W/ 1/4'DATE DRAWN
BE TERMITE TREATED PER 2010 FLORIDA BUILDING CODE, SECTION R318.1 CONCRETE SCREW ANCHOR OS/19I14
6. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR a� . ,,� - '
NON -HABITABLE CONCRETE FLAT WORK `; m• EACH
S 1/4° EMBED) - ',.� � : .,
'• 6" MAX EACH SIDE OF POST - « < REVISION
AV
. SOIL -TESTING NOT REQUIRED FOR THIS PROJECT. AND 24° O.C. MAX
09/22/14
VYP
E IIFOOTING TO AN EXISTING SLAB FI D OCA OFRONT VIEW FRONT VIEW
SHEET NO:
CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 DOOR JAMB TO CONCRETE DETAIL
A-, SCALE: NTS A-4 SCALE: NTS A-4
A BOUNDARY AND
VEY FOR JOHN F. AFTANIS AND BERNADETTE AFTANIS
Edge of Pavement
Right —of —Way —
WINUM
21
LAM
Boundory Survey
Note: All Bearings & Distances
Are As Per Plat Unless
Noted Otherwise.
Avenel Lone
50' Right —of —Way
Cul—De—Sac
Radius Point
(Radius=50.00')
ADDRESS: 9219 Avenel Lane
Port St. Lucie, Florida
LEGAL DESCRIPTION:
Lot 22, THE PINES AT THE RESERVE, according to the Plat thereof, as recorded in Plat Book 34, Pages 12, 12A through 12C,
of the Public Records of St. Lucie County, Florida.
CERTIFIED TO:
JOHN F. AFTANIS AND BERNADETTE AFTANIS;
IVANHOE FINANCIAL, INC., ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR;
AMERICAN PIONEER TITLE INSURANCE COMPANY D/B/A CHELSEA TITLE COMPANY
OO = Found 5/8" Iron Rod (No Cap)
CURVE I RADIUS I LENGTH CHORD BEARING DELTA
C-1 50.00 68.66 63.39 5583414 E 78 40 29
C-2 25.00 30.77 2a87 S5412951 E 703144
THE PINES AT THE RESERVE . Lot 22 .
V
NOTE: Water Service
1ID�� We 11.1� NGIBI&HEN
CERTIFICATE: This is to certity that this snT(m OF sURVEY, of the hereon
desaibed Property. b true and
to the beet o! my !o,&w1 a sad belle!. .
Land Surveyor
ooatelns m vleible eamonahmen
ahown. and meals the 1Roimum Techniml
Standards eat for in
1017-5 F.d.C. b the florlda Board of Land
10556 South Federal Mgbway
surveyors purdr ant, to
472.027, Flaride Sttatutec
P.O. BOX 698 n NM BEACH, FLOBmA 34968
H4TB: NOT AN (SOSSs
� ■rrB ex at®osseo
(772) 398 — 8166
SUR ERs sSAI. from
FAX (772) 337 — 7404
GEORG8 1L eYLOt IR
by "des ripen vuppl►ed
P.LSAL #4016
FLOOD ZONE: X
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CONTRACTOR: South Florida Al an Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards-
1. The 2010 Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum
Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk -Ca a o 2:
2 asic Wind Speed, Table 1609C, State of Florida Debris Region &
Basic Wind Speed Paragra601,11 and Table 1609.3.1 Equivalent
Basic Wind Speed: Vuz T -140 MPI3� ASD =108 MPH
3. Exposure Category, Paragrapl!"I 09`4-3
4. Screen Roof Enclosure Table 2002.4
Foundation Design
New Tvoe II 4" Monolithic Concrete Slab -16" x 20" w/(2) 45 Cont.
31" overlap at Joints on 3" chairs and poured w/ 2,500 PSI concrete.
Doweled & epoxy to existing footing with 12" (2) #5 rebar. The
foundations are based on a minimum soil bearing pressure of 1,500
O
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen
enclosure scope or not, by one or more regulatory agency, the
following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following
components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM Al85
c. Concrete slump at discharge chute not less than 3" or more than
5". Water added after hatching is not permitted.
d.-Prepare and place concrete per American Concrete Institute
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be
coated with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. All Self Mating Beam Sections are to be stitched with either #.14 screws
6" from ends and 24" center to center or #12 screws 6" from ends and
12" center to center.
5. The minimum nominal thickness of protector panels (kickplates) shall
be an industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4101.17 Residential Swimming
Barrier requirements.
7. Screen material shall be 18114 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tracks or
upright, the pavers must be bonded to the concrete with an epoxy,
thinset, or 3,000 PSI grout to ensure full positive contact with concrete.
10. Design shall be based upon "PINNED" upright analysis unless
approved by Suncoast Aluminum Engineering, LLC
Roof Type
Roof Type: MANSARD
WIND SPEED AN POSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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DATE DRAWN
08/19/14
REVISION
SHEET NO:
A-1
A
ALUMP4UM MEMBERS DVUEN'_, YS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2' x3"x0.050"
2 x 4: 2" x 4" x 0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1 x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SUB: 2" x 5" x 0.050" x 0.100"
2 x 6 SUB: 2" x 6" x 0.050" x 0.120"
2 X 7 SMB: 2" x 7" x 0.05T' x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2".
NUNHvIUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON MEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS): -
ITW / BUILDEX OR EQUIVALENT
MEMBER SIZE
EDGE "C'
2X4
Yz"
2X5
1"
2X6 - 2X10
1 X,
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 1/2"
1 " x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA. x 212" THRU BOLT
W/ NYLOCK JAM NUT -IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN.
PATENT PENDING
Ew
2"x_SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
x_SMB UPRIGHT
EE A-1 FOR SIZE)
rD UPRIGHT TO BEAM CONNECTION
A_2 SCALE: NTS
1/8" x Tx 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
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1" x 2" O.B. BASE PLATE - TYP
, R 1 114• MIN CONC
21/4•MIN CONC ANCHOR EMBEDMENT
:ANCHOR EMBEDMENT ' A 4
MIN-4t' s 5d MIN EDGE DISTANCE FROM
SLAB /FOOTING ° m .� EXTERIOR OF COLUMN TO
SEE PLAN a °•' OUTSIDE EDGE OF SLAB
SIDE VIEW
(1) 12" DIA THRU BOLT w/ NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
(2) 3/8" DIA. CONCRETE NUT, JAM NUT w/ THREADLOCKER
SCREW ANCHORS I I MAYBE USED
�� TIGHTEN TO CONTACT - DO NOT
(2114" CONC. EMBED)
I , OVERTIGHTEN
' _ a 1 " x 2" BASE PLATE ANCHORED TO
• 4 . • CONC W/ 1/4" CONCRETE SCREW
4 ' ANCHOR (MIN. 1 1/4" EMBED)
,a s
SLAB ! FOOTING • . °' a �-�+ 6" MAX EACH SIDE OF POST AND
SEE PLAN ao A; :. 24" O.C. MAX
FRONT VIEW
rB 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A_2 SCALE: NTS
3/16" 5052-H32 GUSSET
2" x PURLINS ATTACHED TO
BEAM w/MIN (4) #10 x 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 1/4"
SMS @ 1 1/4" O.C.
TYP
NOTES:
I. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 114'
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
'ERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM
SCALE: NTS
212'x 1/9' x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH AM-)
ALUM BACKING PLATE
CHAIR RAIL MEMBER
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x 1 1/2"SMS INTO
N BOSSES
OR SELF -MATING BEAM
C+ PURLIN OR GIRT TO BEAM OR POST DETAIL
A_2 SCALE: NTS
2 x 3" PURLIN - NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
2x3"x1/8"5052-H32ANGLE EA SIDE
OR
2 x W x 0.062" 5052-H32 RECEIVING
CHANNEL
2" x 2" EXTRUSION i
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1" x Tx 0.044" OPEN BACK INTERNALY
SCREW TO UPRIGHT W/ (2) #10 x 1 12" (3) #12 x 3/4" EACH LEG
SMS & FASTEN TO EAVE RAIL W/ I I EACH SIDE - SCREWS SHALL
#10 x 1 12" SMS SPACED T FROM ENGAGE BOTH PURLIN AND
UPRIGHT AND AT 24" O.C. UPRIGHT
NOTCH POST AS REQUIRED
FOR Tx 2" EAVE RAIL
F SLOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS
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DATE DRAWN
08/19/14
REVISION
SHEET NO:
A-2
6" WIDE x 0.125"'7" BRACKET
NOTE:
EACH BEAM ATTACHED TO
(2) 3/8" DIA. x 4" LAG SCREWS FOR
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FASCIA W/ 3/8" x 3" LAGS (3��'
SPANS GREATER THAN 30-0"
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LAG @ 24" O.C. AT GUTTER
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2"x2"x1/8"x4"ANGLE
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1"x 2" x 0.044" OPEN BACK
W! (2) #10 x 2 1!2" SMS THRU
BEAM INTO SCREW BOSSES
SCREW INTO EXISTING
OVERHANG FRAMING
PROVIDE #14 x 1" INTO EACH
MEMBER AS INDICATED
BELOW
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NOTE:
— — —
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AT EAVE RAIL
SIMILAR
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CONTRACTOR VERIFY
CORNER POST
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1/8" x 2" x 2" x 2"ALUM • ••
IF
IF
2" x 4" FASCIA - IF LESS
THAN 2" x 4" FASCIA, 2" x 4"
SUB FASCIA SHALL BE
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ANGLE W/ (4) #14 x2"
PLACED OVER, LENGTHEN
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6063-T6 ALUMINUM I
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SMS EACH FLANGE
LAG SCREWS TO FULLY
4" x 4" x 1/8" PLATE
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EACH SIDE OF BEAM
SUPER GUTTER PENETRATE FASCIA.
W/ #14 x 1" INTO EACH
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0.062" BACKING PLATE ON
IF OTHER FASCIA, ADD 2" x
MEMBER AS INDICATED I
/ K- BRACE:
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INSIDE OF GUTTER
4" PT FASCIA w/ 1/2" LAG
BOLTS -1 1/2" INTO TRUSS
•
FRONT WALL 2" x 3" x 0.046"
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TAILS -COUNTERSINK
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"6 •
LL W Q
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
•
— — — — —
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W/ MIN. (2) #12 x 3/4" SMS
1/2" LAG SCREWS,
_ — — — — — —
W_ 1.- O
PRE -DRILL w/ 318" DRILL TO
d N LL
PREVENT SPLITTING.
BASE PLATE
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
H'�
CORNER K-BRACE DETAIL
A-3
SCALE: NTS
A_3
SCALE: NTS
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BELOW
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WOOD:
I #10 x 3" WOOD SCREWS, 6"
— —
— — — — —
FROM GIRT & @ 12" O.C.
O
" D. x 3" CONCRETE 1/DR.N
6063-T6 ALUMINUM
SCREW ANCHOR, 6"
24" O.C.
1/8" EXTERNAL BACKING PLATE
4" x 8' x 1/8" PLATE
\ I I W/ #14 x l" INTO
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FROM GIRT & @
(2) #14 x 2" SMS
EACH MEMBER AS
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INDICATED
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DETAIL #2
K- BRACE:
FRONT WALL: 2" x 3" x 0.046'
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SIDE WALL: 2"x2"x0.046"
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2"x2"OR2"X3"HOLLOW
GIRT
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1 1/2" x 1/4"
1 1!2" x 114"
K-BRACE:
• GIRT
/ I
DRAWN BY
FENDER WASHER
FENDER WASHER ,
FRONT WALL 2" x 3" x 0.046"
AG
1"x2"
SIDE WALL: 2" x 2" x 0.046"
I 4"(MIN)UPRIGHT
DATE DRAWN
//
I I
08/19/14
EAVE RAIL W/ 14" DIA.
I
REVISION
THRU BOLT
I I
1 -
DETAIL #1
C-1iX2 TO HOST STRUCTURE DETAIL
H-3 ROOF BRACING CONNECTION DETAIL
H-Z INTERMEDIATE K-BRACE DETAIL
SHEET NO:
A_3 SCALE: NTS
A-3
SCALE: NTS
A_3
SCALE: NTS
A-3
(2) #5 CONT 31" OVERLAP
@ JOINTS ON 3" CHAIRS
TYPE II
MODERATE SLOPE FTG
2:12 - 3:12
4" SLAB
SLAB
x 12" BARS @ 24" O.C.
EMBED EPDXY IN PLACE
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
PRESSURE OF 1,500 PSF.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONIC.
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
5. IF ALUMINUM BUILDING CATEGORY IS CLASSIFIED AS HABITABLE SOIL TO
BE TERMITE TREATED PER 2010 FLORIDA BUILDING CODE, SECTION R318.1
6. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
NON -HABITABLE CONCRETE FLAT WORK.
vPE II FOOTING TOAN EXISTING SLAB
AT FIELD VERIFIED LOCATION
SCALE: NTS
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2"SMS AT 6" FROM
TOP &BOTTOM RAILS. TYPICALLY @
24" O.C.
ANGLE
CORNER POST
I I I H32 ALLOY EA CORNER W(2) #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
6" CONCRETE SCREW ANCHOR INTO
CONCRETE
(2) #10 x 1 1YL" SMS
—
THRU SCREW BOSSES
2 1/V' N CONC
ANCHOR EMBEDMENT
SLAB / FOOTING
°•
SEE PLAN
4
SIDE VIEW
{—z CORNER POST W/ 1"x2" @
(4) #14 x 3/4" SMS
I i BACKSIDE
INTO POST
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/V'
ar •• ;
CONCRETE SCREW ANCHOR
„''v'
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
a
e °
AND 24" O.C. MAX
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4.
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
Av SCALE: NTS
4 .' (3)
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ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4" SMS O LLI
•• INTO DJ V Z n n F
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SIDE VIEW a
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(1) 3/8" DIA. CONCRETE s O W
(21/4CCONC.EMHBEDS I I 2 x2 DJ `LLI W a co DO
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0rna i
,. DRAWN BY
AG
1"x 2" BASE PLATE '
ANCHORED TOCONC W/114" '�•, 8• ;a DATE DRAWN
CONCRETE SCREW ANCHOR a 08/19/14
(MIN. 1 1/4" EMBED) A a ® •'a a ,
W MAX EACH SIDE OF POST 4.„ • ' ; a6 REVISION
AND 24" O.C. MAX 6 �'
'a •'ct a'd ,
FRONT VIEW
SHEET NO:
(2)DOOR JAMB TO CONCRETE DETAIL
A-4 SCALE: NTS
A4"