HomeMy WebLinkAboutSUBMITTED PAPERSUS SF, ONLYI
Date: J]See
Due:
Receipt#
Permit #
"5c)? (;-v
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
I LOCATION/SITE APDRESS: 5502 SILVER OAK DR., FORT PIERCE, FL 34982
2. PROJECT NAME: 5 SITE PLAN NAME
3. PROPERTY TAX ID #: M ado/
4. LEGAL DESCRIPTION (attLh extra sheets if necessary): INDIAN RIVER ESTATES- UNIT 6, BLK23, LOTS 11
AND 12
5. PLAT BK - PAGE BLOCK 23 LOT� 11 AND 12
6. PARCEL SIZE: ACRES/SQ FT. 3,198 SQ. FT LOT DIMENSIONS 132 X 300
7. SETBACKS (ACTUAL) FRONT: NA BACK: 113.5' RIGHT SIDE: NA LEFT SIDE: 16,
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
N=New
SG = Slab on Grade
TYPE OF CONSTRUCTION
A = Addition
SR = Raised Slab
DIMENSIONS
SQUARE FEET OF
R = Rebuild
WD = Wood Deck
CONSTRUCTION
SCREEN ROOM
N
11 NEW N EXISTING
15' 7
5- X 18.5'
343.70
❑ CARPORT/PATIO ROOF
El NEW E] EXISTING
X
El HABITABLE GLASS ROOM
El NEW 1:1 EXISTING
X
El CAT 1, 2 OR 3 SUNROOM
El NEW 0 EXISTING
X
El ALUMINUM COMP. SHED
El NEW El EXISTING
X
❑ POOL ENCLOSURE
❑ NEW 0 EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
El ROOF SYSTEM OVER
El NEW ❑ EXISTING
X
EXISTING ACCESSORY STRUCTURE
El OTHER:
❑ NEW ❑ EXISTING
X
E-1 ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION 1
343.70
9. VALUE OF CONSTRUCTION: $ 4,000
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.
SLCCDN' Form No.: 001-02 Rev.0412612010
ti
1
OWNER INFORMATION
NAME: �Al —IM--�J/— V/ �lIOQZDS �) 0 0cVA—
ADDRESS:
CITYr_ I t STATE: l— ZIP
PHONE (DAYTIME):' �31 t4-�& EMAIL:
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): U
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #:
BUSINESS NAME:
QUALIFIER'S NAME: t�J
ADDRESS: 1 S
i 33 0 '4�!— ST. LUCIE
CITY: —i7QD—L JI STATE: —C- ZIP
PHONE (DAYTIME): �� —' (� FAX NO. Z — 1 U email:
.,as3�n
eAm
ARCHITECT/ENGINEER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): U
NOTE: Iy APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVA_
ZON1 "G REQUIREMENTS
All ch 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 I I TOWNSHIP I I RANGE I I MAP NO.
ZONING Additional
LAND USE LOT CVG % Permits
Required
REPORT BIMS FEE $ MISC FEES $ TOTAL FEES
CODE
BUILDING &ZONING REVIEW
FRONT PLANS VALUE OF CONSTRUCTION
REVIEW COUNTER ZONING SUPERVISOR EX INER VEGETATION USING ICC TABLE
DATE
COMPLETE]
INITIALS
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
I. 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 ER RACTOR SremorbO IGNATURE CONTRE
STATE OF FLORIDA / �o STATE OF FLO
COUNTY OF [—_ COUNTY OF _L'
The foregoing instrument
me this 3CIay of
by
w o is personally known
produced
as identification.
Signature o o(agV-dSf .
acknowledged before me
, 20 13
to me, or who has
L4eal)
MY COMMISSION # EE 083530
IMPORT ij�EXPIRES: April 12, 2015
ad nq,: bon ed Thru Notary Public Underwriters
•
The foregoing instrument
me this day of
by I
who i ersonally knc
produced
as identification
acknowledged before me
ANGELAM.HUFF '
MY COMMISSION # EE 083530
EXPIRES: April 12, 2015
■ i UNLb AKE KEQUIRED. EACH SIGNATURE MUST BE °q `%' Bondeu IhruNotary Public Underwriters
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PENALLY APPEAR, INT 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 REPRODudrIONS 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.
PLAN REVIEW SPECIFICATION CHECKLIST
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.
(I) 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 I I" or larger.
• All relevant tables & details, if using a manual, must be properly highlighted and must match design 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 4`h 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 fastening 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 plans, 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.
(IV) 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 4`h 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 full responsibility for both structures' integrity by site specific documentation.
09/23/2013 12:46 FAX 7724661074 SOUTH FLA ALUMINUM
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NOTICE Of: COMMENCEMI-.1\17
TO BE COMF'LL*IL*L) WHEN CONSTRUCTION VALUE EX(:.EFDS $2,500.00
�2,A. — f 2�," - -
PERMIT 4: �.20 _.Q � _C .-
.... ........ TAX FOLIO P:
M010 of Florida, ( 'oonly of. If." jf111,jt.jl l(I(I j!('A("'t v givo't r lo I ice I I la 1 it opf cw("[ r lof I I %,vill T)(-'
modr! io (.*.c.r1ain (c.:of propelly, and ill e v"011 1:21, 1 k.)dcf') s1clulos. lh-,y following information is
p1(.*)vid'-.td ill J-jr);iccr (lf (-,.011 11 11(7,111,
1, LEGAL DESCRIPTION Of: PR('.)PERIY (AND STREET ADE)RESS If: AVARAFIT):
...... ..... ........... .... . ..........
GENERAL DESCRIPTION OF IMPROVEMENT:
ML-1-ti Ca �-z . . ...... .
3. L
OWNER 114 ' FiMMIZN or LESSEE INFORMATION (if tessef.c:onlrii<ae(110, file iwipfoverne-fil)
.0-1
... ..... .. ..........
74._ 2-
7�� Z2_
......... ....
and acfcllo%s of File ftokk."�f (if oth':a( lh,.Ill owlif.::fj.
11 ............ .................. ............... . .. -1 .............. . ...... . ... . . ..... ... ..... ..... . .
' -CONTRACTOR:.... JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT
0. N,01W: ' 1:...SOUT11 FLORIDA Af. UMINUM PRODUCTS, INC. ....... .... SAWTLUCIE COUNTY
Adclr,ess: 4801 SOUTH US 1. FORT PIERCE-. NORMA 3498.2
.. .. ...... ...... FlUE. 1 3""�',589 0�1`223"? - 0 1 j ol is tZPNI
1.1, 111c)(10 OR 3562 PA(.*7,F. i486 1486 0ou rype: NC
S. SURETY COMPANY (11'AppIic(,-jb1c' o copy of the poyinc-111 bond is (iflached):
(J. S, .... .....'....._._ ............ . . ...... ...... . ....... . .. .... .. ... ..... - ...... .... I .. .........
. ........ .
G. LENDER/MORI'(.;AGE COMPANY:
0. E� AfJdress:
1). Phu( lu; I I ul 1, 11 )1---1:
7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATE() BY OWNER UPON WHO.Mi NOTICES OR OTHER DOCUMENTS MAY BE
SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA 111ATUILS:
cj. Ac.fdios-':
. ............ . . ..... ..... .......... ...... . ..... .......... ........
E.). Ph".1ne
8. IN ADDITION TO HIMSELF OR HERSELF,
a. Ov"fl(-( dosignclies ............ .. . . ......... . ....... .................. . io rec.eive
o copy of the lk.'flof's nolicc., ("'s pfovid"!.•d inse.".1ion
I.). I'llow'. rjurllb('m: .......... .............. __ ......... .. ....... .. ..... ...... . ...........
9. EXPIRATION DATE Of: NOTICE OF COMMEINCEMENI:
..... ................ ....... .. ....... ........ ...... ......... ..... ... ...... ...
(HI.. EXPIRAINDF! DAFEI.S (__)NE (1) Y-I]Af2 FROM it IL- DAIL OF R C, "", OH'DIN G ONLE'S;mA DIFFERENT ()Ali.- IS SPE(:IFIC-1)).
WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION Of THE NOTICE OFCOIAMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SFC'IION 713.13, FLORIDA SIA-UMS AND CAN RESULT IN YOUR PAYING
TWICE -.'FOR IMPROVEMENTS 10 YOUR PROPERLY. A NOTICE OF COMMENCEMEN'.';VtU."I'LlE 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 011, RECORDING YOUR NOTICE Of COMMENCEMENT.
IIN01' R PENALlIF-S OF FF'R.)URY, I DI.1('_LAR1. MAI I HAVC RM0 It 1E NORL.GOING AND IFIAI *11 If: FAC IS IN If ARE TRUE TO Ill(.*
IIIESI Of- MY KNOWLEDGEAND BELIFF (SECTION 92.525. FLORI[M STATUTES . ..... .... .. ....... . ....... ............... I ... .............. . . ... .................... . ..... �IaNAfU . R - E OF OWNER or LESSEE of OWNER'S. AUTHORIZED OFFI(-'ER/r)IRECI'OR/I'ARTtIER/MANAGL.R
4 . ...... &_-_-L, . .. ...... - ----------------- __ ................. . . .
SIGNATORY'S TITLE/OFFICE
THE. FOREf.,ONG INSTRUMENT WAS ACKNOWI.E.M-3LO BEFORE ME'. IF11S. /S.DAYOF BY: -
. . . ......... . . ... ........ . _ .................. .............
AS. . .... .............. - — ----
S
rq M., ('A: PEW ON TYPE- (.,)F AUTHORIFYNAMT: Of PATOY ON B Ff IAI.r tm: wi fr'tiI
)ENtIFICATION TYPE OF IDENtIFICAIION PR0DI.1-'__'F.D
�EL.L.Y,,A M
KELLY A MASTROS
NAME
WAY COMMISSION #FF051 7
EXPIRES September 4,2017
RECEIVED SEP 2,3 2013 E4o1.- Fjoridallotary$ervim�o.�
900 In
WaNiNflliv Vid HMOs VLOT99VZLL XVd 60:ZT UOZ/9Z/60
3 .z
i
Suncoast Architecture & Engineering, LLC 13630 58" Street N., l
Suite 101 '
Clearwater, FL 33760
Tel# 727-532-9000
Fax #727-532-9008
j
1 E
October 1, 2013
South Florida Aluminum Products, Inc.
4801 S. US/#1
Fort Pierce, Fl. 34982
Re: 5502 Silver Oaks Dr.
Ft. Pierce Fl. 34982 �•`
Screen Enclosure
In Care Of. Respective Building Inspector
Permit #: SLC 1308-0400
Framing Verification
t,
It was brought to our attention that at the above referenced project the actual field framing
required a side wall width of approximately 3'-0" versus 5'-0" wall length currently shown along_
the left wall elevation. This condition changes the roof span from 4'-5" to approximately'.''
as the existing host overhang has been shifted. The current 2x4 SMB roof beams may now
replaced with 2"x2"x0.046" members. This condition has also changed the support condition of',
the left end of the 2x4 SMB carry beam which is now completely being supported bv'°the°
overhang and should be attached following the requirements of detail G-1 / A-3.
Please notify us at your earliest convenience if you have any questions or need
information.
Regards; j ? v p,,s
EV EN
• .�
w t el,
'Vs G�
W � 6
m 0. • ema
tevp�Vlor�ga,, e-E
i 'egiJtPati" 4;,dA09
r �j
FL MA26001769
FL G9 1128841
Suncoast Architecture & Engineering, LLC
October 1, 2013
South Florida Aluminum Products, Inc.
4801 S. US/41
Fort Pierce, Fl. 34982
Re: 5502 Silver Oaks Dr.
Ft. Pierce, Fl. 34982
Screen Enclosure
In Care Of. Respective Building Inspector
Permit #: SLC 1308-0400
Framing Verification
It was brought to our attention that at the above •referenced project the actual field iranitngi'
required a side wall width of approximately 3'-0" versus 5'-0" tivall length currently sho�'n`along; :,
the left wall elevation. This condition changes the roof span iom 4'-5" to approximately 3' 0"r�`' ,
as the existing host overhang has been shifted. The current 2x4 SMB roof beams may;no« ;he' ;
replaced with 2"x2"x0.046" members. This condition. has also changed the support condition' of
the left end of the 2x4 SMB carry beam which is now completely being supported by the
overhang and should. be attached following the requirements of detail G-1 / A-3.
Please notify us at your earliest convenience if you have any questions or need additional -
information.
Regat.ds;1
rr °1
C`.
='Pete r p orgZa, P,,, ,^
assai Att .,.
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Page 1 of 2
FL0901.0899EC
Boundary Survey SURVEY # m none .0899EC
PROPERTY ADDRESS:
5502 SILVER OAK DRIVE
FORT PIERCE, FLORIDA 34982 "
. LEGAL DESCRIPTION:
Lots 11 and 12, Block 23, INDIAN RIVER ESTATES UNIT SIX,
according to the Plat tereof as recorded In Plat Book 10, Page 57,
of the Public Records of St. Lucie County, Florida
Community Number: 120285
Panel: 0281 Suffix: G
Index Date: F.I.R.M. Date: 11/04/92
Flood Zone AH
Field Work: 1/23/2009Completed: 1/28/2009
Revision History: (rev.2 1 /28/2009) (rev.1 1 /28/2009) (rev.0 1 /28/2009)
CTAFL
A LAND SURVEY COMPANY
CERTIFIED TO:
WALTER E. SWORDS AND VERONIKA
SWORDS;.;;; .
For Surveyors Notes and Legend, see page 2
MIN, SETBACK AEA,
FRONT c5
SIDES /O'
CNR SIDES Zo '
REAR /J
ZNG. �$• 3
TECH.
LOT IO
BLK 23
/FND IP/CAP 300.00' P
=d= i /
=l= N 89'56'36" E 300.16' M
LB: 7337
FL 0901-0889
BOUNDARY SURVEY
ST. LUCIE COUNTY
• i' '
, a . e ..'• �.. o
•4. 4.. 0
41::5Z
8
e 39.0'
N p
'
14.0'
1
N
w y,
o#� nor 1��
76.2' *F1?4�32.1' 1 STORY RES+ BLK 13
�29 #5502
O o 4
O
100.2' 1'5' 118.5'
A/C
I
40'
9
SIP
NO POINTS OF INTEREST OBSERVED AT THE TIME OF SURVEY
NOTE - FENCE OWNERSHIP NOT DETERMINED
N 89'56'51" E 300.02' M
300.00' P
LOr 13
BLK 23
50 0 25 50
GRAPHIC SCALE (In Feet)
1 inch = 50' ft.
FND IP/CAP
0.6'
30.8'
Z
a
w
NCA
CA
m
�W
N
O
::6'W.
FND IP/CAP
Ef`
Date Created: 1/28/2009 9200 S. DADELAND BLVD.,
WWW.EXACTALAND.COM 0 STE.110 ■ MIAMI, FL 9 P: 305.668.6169 0 F: 305.668.6325
�.V
CONTRACTOR: South Florida Aluminum 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
VULT = 150MPH, VASD=116MPH
3. Exposure Category, Paragraph 1609.4.3: B
4. Screen roof enclosure, Table 2002.4.
Foundation Design
Existing concrete. No additional concrete footing or slab is required
to resist the loads imposed upon the existing slab by the proposed
construction if the existing slab is a minimum of 4" thick and in
sound condition, free from structural cracking, spalling, or other
deterioration.
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.
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 18/14 screen unless approved by Suncoast
Architecture & 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 Architecture & Engineering.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
�k 8--8" I
5--04" 5'-0 J" V-64-'
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—ih� be_ oyo o
C&,NTY BI ILD G DI"SION
D FOR COMP1/WCE
DAI'E v
PLANS AN E RT jyM[jST BE I�PT ON JOB
OR NO pqSPECTION wILL,. BE MADE.
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DRAWN BY
EL
DATE DRAWN
08/23/13
REVISION
SHEET NO:
A-1
Roof Type
Roof Tyne: MANSARD/FLAT
0
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
I x2: 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 SMB: 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 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"
MINIMUM FASTENER SPACING: 3/4"
MEMBER SIZE
EDGE "C"
2X4
Y2'
2X5
V.
2X6-2X10
1y"
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 2112" 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
IN
2" x _SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
x _SMB UPRIGHT
EE A-1 FOR SIZE)
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
1/8" x Z' x 2" EXTRUDED
ANGLE 5032 H-32 ALLOY EA
SIDE
x 2" O.B. BASE PLATE - TYP
_ 11/4'MIN CONC
21/4-MIN CONC ANCHOR EMBEDMENT
;ANCHOR EMBEDMENT v E
MIN'-++• . • :� 5d MIN EDGE DISTANCE FROM
SLAB / FOOTING 4 a • • EXTERIOR OF COLUMN TO
SEE PLAN OUTSIDE EDGE OF SLAB
SIDE VIEW
(2) 3/8" DIA. CONCRETE
SCREW ANCHORS
(21/4" CONC. EMBED)
(1)1/2" DIA. THRU BOLT w/ NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT w/ THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT - DO NOT
OVERTIGHTEN
1" x T BASE PLATE ANCHORED TO
s CONIC W/ 1/4" CONCRETE SCREW
SLAB /FOOTING + sY ANCHOR (MIN. 1 1/4" EMBED)
SEE PLAN 4 6" MAX EACH SIDE OF POST AND
24" O.C. MAX
FRONT VIEW
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A_2 SCALE: NTS
3116" 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"
TYPICAL I
21/2" x 1/8" x (GIRT OR PURLIN
WIDTH+ 112" x BEAM DEPTH
OR UPRIGHT DEPTH -112")
ALUM BACKING PLATE
2"x2"OR2"xa'
MEMBER
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0
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�••
10
s•
.••
0 x 1 1/2" SMS INTO
=W BOSSES
SNAP OR SELF -MATING BEAM
ONLY
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A_2 SCALE: NTS
#14 SMS @ 1 1/4" O.C. 2 x 2" PURLIN - NOTCH BOTTOM _
FLANGE TO OVERLAP UPRIGHT
2 x 2" x 1/8" 5032 - H32 ANGLE EA SIDE
OR
2 x 2" x 0.062" 5032-1-132 RECEIVING
CHANNEL
• • ` 2" x 2" EXTRUSION-
• \
• • • \ 1" x 2" x 0.044" OPEN BACK INTERNALY
• • \ SCREW TO UPRIGHT W/ (2) #10 x 1 1/2"
• SMS & FASTEN TO EAVE RAIL W/ -
• • #10 x 1 12" SMS SPACED 6" FROM
• — — — UPRIGHT AND AT 24" O.C.
/ 5/81, TYP NOTCH POST AS REQUIRED
/ �5" FOR 2" x 2" EAVE RAIL
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 1W'
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
SCALE: NTS
- RIGID MEDIUM
•
(2) #12 x 3/4" EACH LEG
EACH SIDE - SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F SLOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS
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Lu < O10
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DATE DRAWN
08/23/13
SHEET NO:
A-2
I O
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SEEPLAN FOR
UPRIGHT & BEAM
��3V,
CONNECTION
INFORMATION
6" WIDE x 0.125" "Z" BRACKET
�� •
% �y. • •
• • a �'_
\
@ EACH BEAM ATTACHED TO
•
2' x 2" x 1/8" x 4" ANGLE
a
• •
2" x 2" EAVE RAIL
1" 2" INTERNALLY
FASCIA W/ 3/8" x 3" LAGS (3
PERBRACKET)AND(1)3!8"x3"
LAG @ 24" O.C. AT GUTTER
(1)3/8"DIA.X4"LAG
SCREW INTO EXISTING
FRAMING /
PROVIDE #14 x 1" INTO
MEMBER AS INDICATED
BELOW
EACH
� �"'' �
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,
• ,
• •
x
SCREWEDTHRU
OVERHANG
RAFTER TAIL
O '
y _
SMBW/(2)#10x2"
1" x 2" x 0.044" OPEN BACK
Z
2"x2"x1/8"x3"LONG
ALUM ANGLE EACH SIDE • •
OF BEAM W/ (6) #14 x 314'
INTO SCREEN BOSS
Wl (2) #10 x 2 1/2" SMS THRU
BEAM INTO SCREW BOSSES
NOTE:
2 `.
SMS EACH FLANGE
CONNECTION DETAIL
(1) 3/8" DIA. x 4" LAG SCREW
\
AT EAVE RAIL
�J
sJ%/�
2"x SMB
INTO EXISTING OVERHANG
\
SIMILAR
♦ "
♦♦
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UPRIGHT - KNEE
FRAMING/RAFTER TAIL
\
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.� �i` .4
BRACE NOT REQ'D
SEE PLAN FOR
MATING
PRO�E'
QNAE$�A�16
UPRIGHT SIZE
ELEMENT • •
\
W
\
CORNER POST
W
1!8" x 2" x 2" x 2" ALUM
CONTRACTOR TO VERIFY
I
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z LLI
d
2"x2"x1/8"x4"ALUM
• •
ANGLE W/ (4) #14 x 2"
2"x4"FASCIA -IF LESS
(7
ANGLE W/ x 3/4"
SMS EACH FLANGE
x 4
4" x 4" x 1/8" PLATE I
I
Q
SMS & (2) #14 x 3" • •
& () #
EACH SIDE OF BEAM
SUB FASCIA SHALL BE
W/ x INTO EACH
/
LJJ o
SMS EACH SIDE • •
PLACED OVER, LENGTHEN
LAG SCREWS TO FULLY
BE
MEMBER AS INDICATED
S
�
• •
I
/ K-BRACE:
z
PENETRATE SUB FASCIA.
IF OTHER FASCIA, ADD 2"
•
FRONT WALL: 2" x 3"
x 0.046"
0 a;
N
6" WIDE "Z" BRACKET EACH
°O
CONTRACTOR TO VE FY 2" x 4"
JFASCIA,
0.062" BACKING PLATE ON
x
4" PT FASCIA W/ 112" LAG
•
• / SIDE WALL: 2" x 2" x
�y
0.046"
C Z
to G w
BEAM ATTACHED TO FASCIA Wl
FASCIA - IF LESS THAN 2" x 4"
INSIDE OF GUTTER
BOLTS -1 1/2" INTO TRUSS
I
•
• • — — — — —
N Z u
3/8' x 3" LAGS (2 PER BRACKET)
2" x 4"SUB FASCIA
TAILS
W • J
W Q .
AND (1) 3/8" x 3" LAG @ 24" O.C.
AT GUTTER
SHALL BE PLACED OVER,
.COUNTERSINK
FLUSH. WHEN INSTALLING
— — — — — — —
LL.
O
LENGTHEN LAG SCREWS TO
5" SUPER GUTTER
1!2" LAG SCREWS,
BASE PLATE
L>
cc F- O
SUPER GUTTER
FULLY PENETRATE SUB FASCIA.
IF OTHER FASCIA, ADD 2" x 4" PT
PRE -DRILL W/ 3/8" DRILL TO
(/1 LL
FASCIA W/ 112" LAG BOLTS -1 1/2"
PREVENT SPLITTING.
INTO TRUSS TAILS -
COUNTERSINK FLUSH. WHEN
INSTALLING 1/2" LAG SCREWS,
H-1
CORNER K-BRACE DETAIL
Lu
PRE -DRILL W/ 3/8" DRILL TO
G
PREVENT SPLITTING.
G-1 GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
fi-3
SCALE: NTS
EXTRUDED GUTTER BRACE
& MATING ELEMENT ATTACHMENT DETAIL
A_3 SCALE: NTS
SCALE: NTS
A-3
W ()
J� S
W
7 VI n
SELF MATING
2" x 2" x 118" ANGLE x 8" LONG
IL
Copm(/i
Q oo
W °z
W m c
8" WIDE EXTRUDED GUTTER
BEAM
u S
PURLIN
PROVIDE #14 x 1" INTO EACH
Q z
BRACE REQUIRED AT ALL
MEMBER AS INDICATED
Q E m Amw
BEAM OR UPRIGHT
(1) 3/8" DIA. x 4" LAG
BELOW
V _ < ��
ATTACHMENT POINTS W/ (2)
SCREW INTO EXISTING
Z Z 3 N N
#10 x 3/4" SMS INTO GUTTER
OVERHANG FRAMING
LIP
RAFTER TAIL
— —
— — — — —
N p� O
(1) #14 x 2" SMS 6"
FROM BEAM AND 24" O.C.
4" x 8" x 1/8" PLATE
\
EXTERNAL BACKING PLATE
I I
W/#14 x 1" INTO
\
(2) #14 x 2" SMS
\
EACH MEMBER AS
\ \
\ I
INDICATED
(%)
\ \
\ •
W rn
DETAIL#2
K-BRACE:
\ •\ I
YQ
FRONT WALL: 2" x 3" x 0.046"
• I
• :
SIDE WALL: 2" x 2" x 0.046"
— — • I — —
— — —
f� O LL
(4) #10
CONTRACTOR TO VERIFY
2" x 4" FASCIA - IF LESS
• • • •
W LLI
1" x 2"INTOS
SCREW BOSSES
THAN 2" x 4" FASCIA, 2" x 4"
SUB FASCIA SHALL BE
— —
• • I
— ——
U) > U
W cl
PLACED OVER, LENGTHEN
GIRT
•
w � W
// I• I
O O d
LAG SCREWS TO FULLY
K- BRACE:
/ • I
GIRT
o
Lo
5" SUPER GUTTER
PENETRATE SUB FASCIA.
FRONT WALL: 2" x 3" x 0.046"
co Ln U-
IF OTHER FASCIA, ADD 2" x
SIDE WALL: 2" x 2" x 0.046"
/ I
4" (MIN) UPRIGHT
4" PT FASCIA W/ 1/2" LAG
BOLTS -1 112" INTO TRUSS
FENDER WASHER
FENDER WASHER
/
I I
DRAWN BY
TAILS -COUNTERSINK
EL
FLUSH. WHEN INSTALLING
DATE DRAWN
1/2" LAG SCREWS,
I
PRE -DRILL W/3/8" DRILL TO
I
08/23/13
PREVENT SPLITTING.
EAVE RAIL W/ 14" DIA.
THRU BOLT
REVISION
DETAIL #1
H-2 INTERMEDIATE
K-BRACE DETAIL
i
08/27/13
A-3
SCALE: NITS
G-2 GUTTER BRACE &
PURLIN ATTACHMENT DETAIL
H-3 ROOF BRACING DETAIL
A_3
SCALE: NITS
A-3 CALE: NTS
SHEErNO:
A-3
Y$®iF90
*'song
Bd
1 1/2" x 21/8" x 1 1/2" x BEAM
12" x 1/8" x GUTTER HT
ALUM STRAP W/ (6) #14 x
9 �
e ��
•• �
,�
DEPTH CHANNEL W/
3/4" SMS INTO BEAM & (6)
a 4 . rnLL-
a 1+
(4)y`•
#14 x 3/4" SMS INTO
BEAM EACH SIDE &
#14 x 3/4" SMS INTO
GUTTER & 0.062" INTERNAL
CD O
O
(2) #14 x 3A SMS INTO
BACKER PLATE
CARRY BEAM EACH LEG
WOOD:
Q
I
710 x 3" WOOD SCREWS, 6" '
2
{ %
— —
FROM GIRT & @ 12" O.C.
y�
CONC:
1/4" x 3" TAPCONS, 6"
MATING ELEMENT
" %
w J `,
• •
I FROM GIRT & @ 24" O.C.
----
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o �s
, . • •:
2"x4"SMB
fe
L, ' �"
I
B (4) #10 x 1 1l2" INTO
3" x 9" x 1/8" x GUTTER HT
1#,pR0FES
1$rAL'SEAL_ �a "
• •
SCREW BOSS
ALUM ANGLE W/ (6) #14 x
s g
g ! g ® 3
— —
I
3l4" SMS EACH FLANGE -
9
W10.062" INTERNAL
ui
BACKER PLATE
W
2"x4"SMB
I
----
Z Lu
CARRY BEAM
(
C7 CI:
:2"
TO VERIFY
y
2" x 4" FASCIA - IF LESS
W (D o
2" OR 2" X 3" HOLLOW
THAN 2"X4" FASCIA, 2" x 4"
I
SECTION GIRT
SUB FASCIA SHALL BE
Q
PLACED OVER, LENGTHEN
z W
0
1"x2"
LAG SCREWS TO FULLY
0 cz
PENETRATE SUB FASCIA.
N C U
IL—
IF OTHER FASCIA, ADD 2" x
-'
W
-
4" PT FASCIA w/ Y2' LAG
UJ
BOLTS -1 Y2" INTO TRUSS
LL > 0
TAILS - COUNTERSINK
0 W w
OJ
FLUSH. WHEN INSTALLING
a N LL
S+
Y2" LAG SCREWS,
CARRY BEAM & MATING ELEMENT
ATTACHMENT DETAIL
PRE -DRILL W/ %" DRILL TO
A-4 SCALE: NTS
G1
,1X2 TO HOST STRUCTURE DETAIL
PREVENT SPLITTING.
A-.1
't
SCALE: NTS
W
MATING ELEMENT ATTACHMENT (a -)GUTTER CORNER DETAIL
M
A-4
SCALE: NTS
V �.
W J u
HJ� S
U (D
Z
g
1/8" x 2" x 2" EXTRUDED
1" x 2" O.B. FASTENED TO CORNER
Q N
ANGLE 5032 H 32 ALLOY6"
POST W/ #12 x 1 1/2" SMS AT FROM
�- z
W
SIDE
TOP &BOTTOM RAILS. TYPICALLY @
(� L u t m o o
-Q`
1!8" x 2" x 2" EXTRUDED
I I- I 24" O.C.
- m m m
=Z. w_ .cp T
-
ANGLE 5032 H-32 ALLOY
• • (4) #14 x 3/4" SMS
O ¢ m m Z
z _ h
UPRIGHT
• INTO DJ
I 1/8" x 2" x 2" EXTRUDED ANGLE 5032
u �,
1" x 2" 0.8.
I
CORNER POST
H-32 ALLOY EA CORNER W/ (2) #14 x Z'
I I I
Z W o
BASE PLATE - TYP
SMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREW ANCHOR INTO
m
N d 1 O
®
v
I6„ CONCRETE
p�
J. MIN cor c
H�
�,
(2) #10 x 1 1/2" SMS I a
EXISTING 2114'MINCONC v
ANCHOREMBEOMENi
CONC
LIANRE"
THRU SCREW BOSSES
MASONRY Y •ANCHOR EMBEDMENT z
suWALL
SLAB FOOTING
' & •BEDMENT
2 1/ S IN C
py
MI"
SEE PLAN
c a
CHO
.
SLAB/FOOTING
�`•
.,�
SEE PLAN
a. ,' $a '
N
•'im
LJJ D_ cc)
SIDE VIEW
SIDE VIEW
(1)1/2" DIA. THRU BOLT w/ NYLOCK
(1) 3/8" DIA. CONCRETE
SIDE VIEW
0 a0 co
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT w/ THREADLOCKER
SCREW ANCHORS
�2"-} CORNER POST W/ 1" x 2" @
LL
Q
(2) 3/8" DIA, CONCRETE
MAY BE USED
(2 1/4" CONC. EMBED)
4 #14 x 3/4" SMS
( )
I BACKSIDE
W W
ORSONTACT
I
TO - DO NOT
I I 2" x 2" DJ
INTO POST
(2114C CONC. EMBED)
i
OVERTIGH ENTIGHTEN
I I 3/8" x LENGTH AS REQUIRED
W
si
FOR 2 114" EMBED CRETE
O o n
SCREW ANCHOR INTO
CONCRETE
„
1"x2" BASE PLATE
_
`' .m _ , ., •' a a
—
•�
ANCHORED TO"CONC W/ 9/4"
- a•.
DRAWN BY
a'' ° d' , e .•
' '
q 1"x 2" BASE PLATE ANCHORED TO
'
�
.; �
`
CONCRETE SCREW ANCHOR
MIN 1 1/4" EMBED
_
• •, . e •
•
•' CONC W1114" CONCRETE SCREW
ANCHOR (MIN. 1 1/4EL
"EMBED)
6" MAX EACH SIDE OF POST AND
T' x 2" BASE PLATE
ANCHORED TO CONC W/ 1!4"
4•
a
° ' q �•
6" MAX EACH SIDE OF POST
AND 24" o.c. MAx
a
a
1 ,
DATE DRAWN
24" O.C. MAX
CONCRETE SCREW ANCHOR
a
•
c
+=—s
08/23/13
(MIN. 1 1/4" EMBED)
REVISION
FRONT VIEW
6" MAX EACH SIDE OF POST „• <�• : a�
�,
AND 24" O.C. MAX
0
B-32" x 4" OR LARGER UPRIGHT TO
MASONRY WALL DETAIL
FRONT VIEW
FRONT VIEW
A-4 SCALE: NTS
DJ-1
CP-1
SHEET NO:
A-4
DOOR JAMB TO CONCRETE DETAIL
SCALE: NTS
CORNER
A-4
POST TO CONCRETE DETAIL
SCALE: NTS
A-4.