HomeMy WebLinkAboutSUBMITTED PAPERSCE
,4,TIFICATION: ke
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 COM'IVIENCEMENT 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 COMINIENCEMEENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT ISSUBJECT TO
ATTACHMENT, TEE 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, Ithe Cout'ractor/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. 1 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. 1 , 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 an weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence r to removal by the storms.
OWhWK CONTRACTOISIGNATURE
CONTRACTOR SIGNATURE
STATE OF FLORIDA
STATE OF FLORIDA
COUNTY OF COUNTY OF :S77'
The foregoing instrument was acknowledged
before me this L day of '20
by
L, z who 4!Cp5ersona�
A�wn me or who has produced
as -identification.
Signatiure of Notary
The foregoing instrument was acknowledged
before me this -/-/-day of 20LI
by
WAM� �-e pwo is� �rs,_on_61�111y
]§own to me or who has produced
- identification.
Sipature of Notary
R08INAADAW ROBINA.ADAMS
(SEAL) MYCOMAOS"#EE101684 MyC0MM&%N#EE10Is84
EXPIRES: jUR99 2015 (SEAL)
AN BV&d7huBwg ' *340. EXPIRES: June 9, 2015
N" "00"',de BOW TIN kW N" SW=
IMPORTANT NOT ICES:
0 TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUELDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS
APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
0 ALL SIGNATURES ON APPLICATION SUBM[ITTED SHALL BE ORIGINAL. COPIES, FAXES, OR STAMPED
REPRODUCTIONS ARE PROHIBITED.
0 WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE -BUT IS NOT PICKEDup wITHiNTHIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBM[ITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
OFFICE �SE PNLY:
Date: N) t / --) -Due-
/�J Fee
1.
2.
3.
4.
J'Permit #
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie Cbunty Building and Zoning SCAIV
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553 Cie coulltk
APPLICATION. FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
LOCATION/SITE ADDRESS:--LM5, 6 ce-an D'r'.
S/D NAME: - 'Hohdat) nu+ SITE PLAN NAME:
PROPERTY TAX IID #: J , I/s/ / - _i -0 - 0 a/ 5 - (3 00 _:z 5
LEGAL DESCRIPTION (attach extra sheets if riecessarv):
I
5
PLAT 6. PAGE 7. BLOCK 8. LOT
BOOK NO. . NO. NO.
9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
10. SETBACKS (ACTUAL) FRONT: BACK: - r I RIGHT SIDE:. LEFT SIDE:
11. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND M�TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N=New
A= Addition
R = Rebuild t
SG = Sla on Grade
SR = Raised Slab S44
I I"
'V70-- Wood Deck &A>
RvIENSIONS
SQUAREFEET-OF
CONSTRUCTION
SCREEN ROOM
hL
1W - w
UlD Rf NEW EXISTING
X
1/0
CARPORT/PATIO ROOF
__1:1 NEW El EXISTING
X
HABITABLE GLASS ROOM
NEW 11 MUSTING
X
SUNROOM
NE W I]. EXISTING
X
SHED
El NEW 0 EmsTiNG
X
POOL ENCLOSURE
NEW 1:1 EXISTING
X
El M H ROOF OVER
NEW 1:1 -09STING
X
POOLF . ENCE
Linear feet
ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
NEW 1:1 EX�ISTING'
X
OTHER:
NEW 11 EUSTING
X
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
12. VALUE OF CONSTRUCTION: $ > Y610
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. 2119107 d
OWNER INFORMATION
NAME: I / W/ L�-
ADDRESS:
CITY:
PHONE (DAYTIME):
FILL IN NAME AND ADDRESS BELOW IF THE FEE SUAPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SEMPLE TITLEHOLDER:
ADDRESS:
CITY
STATE:
FA K
PHONE (DAYTIME): (__J
CONTRACTOR INFORMATION,
STATE OF FLORIDA REG./CERT #-. ST. LUCIE COUNTY CERT #:
BUSINESS NAME: C 0
QUALIFIER'S NAME:
ADDRESS:
CITY: STATE: -F 21P
PHONE (DAYTEAE): L7 -7Z)- Y� 0 Z- KK FAX NO. YCK—az- W- 7 email:
-ADDRESS:
CITY
STATE: EL 21P agos_-- ml-
PHoNE(DAYTu,4E):8S@ 331— 6
Z5
NOTE: IF APPLICABLE, SUBCONTRAC I TOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR
ROOFING, ELECTRIC, PLUMBING, AND HYAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
El 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)
";R
ZONIN G-
SECTION
TOWNSHIP
RANGE
MAP No.
LL5 i
Additional
Yes
ZONING
LAND USE
LOT CVG %
Permits
REPORT
CODE
BIMS FEE.
$
MISC FEES
$
TOTAL FEES
$
RE
iglil
.BU1LDWG_*&Z0NWG-
M: An
"N"
REVIEWS
ZONING
ZONING
PLANS
misc.
VEGET71ON
VALUE OF CONSTRUCTION
REVIEWED BY
EXAMINER
SING ICC TAB
DATE
COMPLETE
LINITIALS
hV
PLAN REVIEW-.SPECI[FICATION'Cl[iECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
2 -Sets of Detailed 'Plans: Dat . ed, 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.
(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 belegible and must be designed in Architect's Scale on pages which are 81/277 x. 11" or larger.
• All relevant tables & details, if using the AAF Guide, must be -properly highlighted and must match design checklists &
drawings.
• The plan view must include all dimensions; th e location of the host structure and all materials must be sized and
identified thereon.
• Ail elevations must be shown, including 4h wall detail, dimensions and all material ' t be sized and identified.
• All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x' Ot"].
• 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 in u*st be shown as follows: [Example: 3" x 3" x .050"1.-
• All chair -rails, roof pqrlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must
be sized and identified.
• Allridgebeam 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 Building Code of 2004, Chapter
20, including 2006 revisions.
Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -
catching gates with picket spacing.
(11) SITE CONSTRUCTED SHEDS, HAVING ANY ALLIMUSTUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the curre nt 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 Table R 301.2- (2), 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 or FBC1202. 1) MAY BE CONSTRUCTEDi SO LONG -AS THEY MEET ALL OF THE
FOLLOWING "AD ITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Citegory 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 5A.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 1SC-2.0072): ALL STRUCTURESADJACENT. TO OR NEW ROOF SYSTEMS
..(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4h wall or a current, signed original manufacturer's attachment approval letter which includes the modef number, serial
number and current owner's name and street address.
(b) That the complete guide to 111T.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.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3608401 OR 1 3307 PAGE 738, Recorded 0711212011-- 09:19 AM
NOTICE OF COMMENCE ME, NT
PermftNumbw-
7:L
PrOpelly Ad6ou
Chy
--at I__uc; i-I-StAl zip
Ile undersigned hereby gives notice that Imprevement will be made to certain. real prGperty, and in a=rdance xvi th
chaptcrin, F16fida-statum the f0110winginfortnation is pmVided-infMs N0710E OF CONMNCEWNT.
Lepl dC$CTi-PtiQ111DfPr0PCT1y_4ct// H�hdujja�&� -- . -.-
General 1C)c4criplion ofImpyovemad, 2
o..
Owners Ima-A offmProveme . lit.
de bbldaiifodiej1han owj3a,
wI
C. -42811, -F .-FL 34947
S
Addrew
Peftow'Withm The 4de of Ftmidadd�i
p9ed.
Xime
C
city
Still
--7-7 — — — — — — 7— one
In addib=ta hum.K owmir 6491--
zteafib. 713413'(11% F1 F;L-�
0= : nNotia"
�IAV 'by d";4iai
; 4ftirixla
--ALA
. jvolw?
or Nume c
Tw
Notul Sent R
V-y `3 Im Pl, 0 V�maTl�l I tkY=-PTC.-/P. "; A
oiOryiJ.M intlinaloobte- cckiuultwitb
Date.
Under ponitkias cfpL-jury. r deal -are thawt I have -read Lila foregoing ana 12mt tba f3als in it -6 hue to the bed of )m.w
92.525, Morida Stme-,). toy edge tind beNaf(,=1i07l
Signtiture!
Owucg� offic&, ullstea, attornvyin fact
STATE OF FLORIDA
ST. LUCIE COUNTY -
THIS IS TO CERTIFY THATTHIS IS A
TRUEAN ORRECTCOP
ORIGINA
(IS4
By:
Date:
PROPERTY RECORD CARD
WK r"; T-, -x.i
,Ntc. Add-ess:
10725 S OCEAN DR
Pm):cl1D:
4511-501-0013-000-3
occlTown'Range:
11 :3 78 :41 E
Account #:
123177
Mal) 11j):
45/11G
Land Use:
Mob Homes
zolling:
HIRD
CAVIC11ty:
St Lucie County
1,tg4Z
Ovvnur:
Marc P Clinch Pamela S Clinch
HOLIDAY OUT AT ST LUCIE BLK A LOT 11 AND EQUAL PRO-RATA
9803 Swedleaf St
INTEREST IN COMMON ELEMENTS (OR 2912-147)
Orlando FL 32827
Infornigiflon
?ggA��, -wen., V1 0
4 �,r ': ,H Ftlzal Totali Land sx.4d RuiflUting
Date
Price Code Deed
Book/Page
2010 Final: ' 45500 Land Value: 42500 Acres: 0.04
4/20/2007
115000 00 WD
2812/0147
Assessed-, 45500 Building Value: 3000 -
4/19/2000
25500 00 WD
1294/2258
/�g.Crcdit: 0 Finished Arfw. 655 SqFt
2/24/1995
3W00 00 WD
0945/1687
Exempt:
6/1/1994
24000 00 Cv
0435 /2999
T&xable:
5/1/1974
10000 01 Cv
0233 /0728
Twxes: 945.69
3.1179ALT, pQi'�.)RAIAT if
A,
RoofCover:
-
Roof3truct:
MHH - MHH
Yea-131t:
2000
Frame:
Grade:
PKMA-PKMA
ElffrBlt:
2000
0010 - 1 story
No. Units:
I
scowaii:
hn, Fvgtuy-es
fioffltooms:
0
Electric:
PrmInt\Vall:
FvI1130111:
0
HeatTypc.
FHA - FrcdHotAir
Avg111/17):
0
I-IcatFuej:
ELEC - Electric
prin.Flors: -
MAU':
100
'%1-1vated:
100
%Sprinlded: 0
F�: ]d V-alf�
Relwz
Lxzd
I'l-po Yj's Qty. .
T.Mitv Qual.
Cond.
YrRit. NO. Land U-80
Type Meng=
I 0200-Mob Homes
BI -Site I
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Dcpth
wn
0 0
3 *
< m
�4 3
V1
-V
E-
3
ETC:
V1 :3
m m
(D CO
p
0 3
11
;Z11
77
511 1
n
x1r
ro
t=J 00
0
U�.
m z t:1 C)
= T:n
(j) w
C"
con
rb
I
pc
:pr
qtr
r
LA
Cq
0
D
Q
PROJECT FOR:
Contractor: Job # = 0004
SKYLINE ENGINEERING
Marc Clinch
R/V Cbnstruction, inc.
MICHAEL EDGERLY
STRUCTURAL*CIVIL
3411 S. Indian River Dr.'
CERT. OF AUTH. # 27223
Lot 11 Holiday Out
Jensen
Fort Pierce, FL 34982
P.E. # 65976
AUG 3 1 2007
7003 Brbokline Avenue
Beach, FL 34957
DATE: 06-25-07
Ft. Pierce, Florida 34946
Martin Co.*
DRAWN BY: JPR -
PH: 772-465-5441
CHECKED BY:
FAX: 772-465-5442
SHEET NO. 3 OF 4
(D(ov
ALUMINUM SCREEN ENCLOSURE WINDLOAD ANALYSIS
DRISCOLL ENGINEERING, INC.
PROJECT NO. DA11-185 PO BOX 357577 -
Gainesville, Florida 32606
1- NAME: CLINCH (352) 331-1513
CA 8690
2- LOCATION: 10725 S. OCEAN DR. JENSEN BEACH, FL
3- DESCRIPTION: SCREEN ROOM W/ SOLID ROOF
4- CERTIFICATION
I hearby certify that the accompanying wind load analysis for the Clinch solid roof & enclosure
as referenced above, demonstrates compliance with the 2007 Florida Building code Chapter 20
and the 2009 amendments to chapter 20 of the F.B.C. 2007 to the best of my knowledge.
Project wind load information
1. Basic wind speed = 140 MPH
2. Wind importance factor table 2002.4
3. Wind exposure for this design is exposure c.
4. Interior pressure coefficient or Gcpi = 0.0
5. Design pressures are per table 2002.4 of the 2007 FBC.
Solid Roofs - 53.8 PSF
Screen Walls - 21.9 PSF
GENERAL NOTES
1. All aluminum extrusions shall be assembled and attached in accord with the manufacturers specifications
and requirements, And with the attached engineering design for wind speeds of up to 140 miles per hour.
The more stringent requirements of the two shall be used. All aluminum extrusions shall be 6005-T-5
aluminum allay (U.N.O.)
2. Any existing structures to which the screen enclosure and/or solid roof structure is to be attached shall be structurally sound and of adequate
structural integrity to support the fully loaded screen enclosure or solid roof. The loads imposed by those structures
are provided on sheet 2 of 4 If the structural integrity of the existing structure to support * the superimposed loads is in
doubt, It'shall be the responsibility of the homeowner and / or the contractor to retain services of an architect or
engineer licanced to practice in the State of Florida to field verify that the existing structure is capable of supporting
the required loads.
3. Any connections of aluminum structures to the fascia of existing structures shall be limited to roof overhangs of 24"
or less, unless noted otherwise (U.N.O.)
4. All aluminum structures with elite roofs & screen enclosed roofs and walls, as referenced herein, are designed as closed- structures in
accord with FBC 2007, Chapter 20. & the 2009 amendments to Chapter 20 of the 2007 F.B.C.
5. A mean height of 30 feet used and screen cloth size of 18XI 4x0.01 3 mesh any changes the engineer shall be notified.
6. All fasteners shall be aluminum, non-magnetic stainless steel, cadmium plated steel, ceramic coated zink
7. Minimum edge distance between exterior frame ( screen walls) and the edge of supporting slab and / or footing shall be 2"
8. All fasteners use to attach aluminum frame members to concrete'slab and/ or foundation shall be ITX scotts tapcon ( or equal) 1/4" dia,
1-1/2" min embed into concrete, embedment anchors shall be placed a min of 3" from edges.
9. Contractor is responsible for protecting aluminum structure from dissimilar metals'.
10. All primary members shall be connected with bolts, pop rivets, or other positive fasteners.
11. It is the contractors responsibility to maintain all critical edge & end distances as required for all fasteners, anchors etc..
CONCRETE CONSTRUCTION NOTES
1. Concrete work shall conform to "Building Code Requirements for Reinforced concrete" (ACI-318) and "Specifications for
Structural Concrete (ACI- 301), Latest edition.
2. Concrete mix "A" shall be used for foundation walls, footings,and exterior slabs on grade. the following spec's apply to the
concrete mix design. All concrete mixes shall contain a water -reducing admixture conforming to ASTM C-94. All air -entraining
admixture shall conform to ASTM C-260. (See sheet 2 for concrete mix A)
3. All concrete shall cure for a minimum of 28/ days. If forms for vertical surfaces are removed prior to the end of the curing period,
spray surface with liquid membrane curing compound.
4. Reinforcing steel shall conform to ASTM A615, GRADE 40 (fy=40ksi). Lap contiuous bars for tension lap splice per ACI-318
U.N.O. Provide corner bars of same size as horizontal reinforcement. Cover for concrete reinforceing steel shall be in
accordance with ACI-318 paragraph 7.7.
5. Welded wire fabric (WWF) shall conform to ASTM A-1 85. Lap sheets on mesh space and wire tie adjacent sheets together
Cut alternate reinforcement at control joints.
6. All slab on grade shall have construction or control joints not to exceed 12'-0" spacing U.N.O.
7. Electrical conduit and other pipes to be' embedded in structural concrete floors slabs or walls shall be placed in accordance
with the requirements of ACI-318, paragraph 6.3.
FOUNDATIONS
1- Foundabon concrete to have a minimum of 28/ day compression strength of 3,000 P.S.i.
steel reinforcement to be min of (1) #5 rebar cont. Grade 40 having a minimum splice of 30" at all locations, In absence of
geotechnical information, this foundation design is based on an allowble bearing capacity of 1,500 psf. Minimum slab thickness
for aluminum enclosure shall be 4 inches with 6/6 1 0x1 0 wwf in accord with F.B.C. 2007
2- Foundation for exterior load bearing walls: Monolithic- type construction with a minimum of 8"H x8"D with (1) #5 continuous
REFER TO PLANS FOR FOUNDATION SIZE & LOCATION
WINDLOAD ANALYSIS
PREPARED BY
DRISCOLL ENGINEERING,INC.
CONSULTING -ENGINEERS
PO BOX 357577 CA 8690
GAINESVILLE, FL. 32606 PH (352) 331-1513
PREPARED FOR
CLIENT & LOCATION:
CLINCH
0725 S. OCEAN DR.
JENSEN BEACH. FL
DA-1 1-185
DATE: 7-5-11
CONTRACTOR:
COASTAL ALUMINUM INC
4205 METZGER RD
FT PIERCE, FL
772-468-0288
ST. LUC'! E CG!JNTY BUULDENG DIVISIGN
REN11TEWED FOR CON
REVIE'A' D
PLANS ANDU E.TLN11T AfUSTBEKEPT ON SOB
OR N 0 E CTIO N NVILIL BE NLADE.
INDEX
SHEET 1: COVER SHEET, WINDLOAD ANALYSIS, GENERAL NOTES
SHEET 2: WINDLOAD,PRESSURES CHART, LOADS & PROFESSIONAL SERVICES
SHEET 3: PLANS
SHEET 4: DRAWING DETAILS
PLANS HAVE BEEN PREPARED IN COMPLIANCE
THE 2007 FLORIDA BUILDING CODE CHAPTER 20
THE 2009 AMENDMENTS TO CHAPTER 20
FOR WINDLOAD ANALYSIS ONLY
THIS IS A SITE SPECIFIC WINDLOAD ANALYSIS
MAY NOT BE COPIED OR REUSED FOR ANY PURPOSE
INA
-NN C
%N,
0)
DRISr-OLL F-E,
FL REG, 043IB22
It
DESIGN WINDLOAD PRESSURES FROM TABLE 2002.4 OF THE 2007 FBC
EXPOSURE (B OR C) DESIGN PRESSURE (PSF) -
CIRCLED NUMBERS USED FOR WINDLOAD CALCULATIONS
BASIC WIND SPEED M.P.H.
100
110
120
130
150
B
C
B
C
B
C
B
C
B
B
C
WALLS
HORIZONTAL PRESSURES
12
17
13
18
15
21
18
25
21
29
24
33
ON WINDWARD SURFACES
I
HORIZONTAL PRESS URES
10
13
10
14
13
17
14
19
15
23
18
27
ON LEEWARD SURFACES
ROOFS
VERTICAL PRESSURES
3
5
4
5
4
6
5
7
6
8
7
9
SCREEN SURFACES
VERTICAL PRESSURES
10
14
11
15
13
18
15
21
17
24
20
28
SOLID SURFACES
I
I
I
COLUMN REACTIONS PROVIDED AS FOLLOWS, MAIN & END (SEE DRAWING LA FOR LOCATIONS OF WALLS)
VALUES BELOW ARE REACTION OF COLUMN LOADS ON FOUNDATION UPLIFT
_J
z
0
z
UJ
HOST AREA
MAIN COLUMN WALL
DRAWING L-11
REACTION LOADS
FOUNDATION AREA
GRAVITY & UPLIFT MAIN COLUMN S CREEN ROOM
1,124
LBS EA.
GRAVITY & UPLIFT WX 3" POST COVERED PATIO
1404
LBS EA.
LATERAL LOAD MAIN WALL
788
LBS
CONCRETE MIX (A)
ULTIMATE COMPRESSIVE STRENGTH (5- 28 DAYS
3000 psi.
SLUMP RANGE
4"+/- 1"
MAXIMUM AGGREGATE SIZE
V
ENTRAINED AIR
NONE
DRY WEIGHT PER CUBIC FOOT
150 #
IT-2
T-1
T-1
PROFESSIONAL SERVICES
DRISCOLL ENGINEERING, INC.
PO BOX 357577
Gainesville, Florida 32606
(352) 331-1513
CA. 8690
PLANS AND SPECIFICATIONS
The plans and specifications presented herein are only for the anticipated construction at the locations shown. If consruction plans change, the Design Professional
should be notified so the plans and specifications can be re-evaluated. The Design Professional should be given the opportunity to review final plans and specifications
to see If the Intent of the plans and specifications has been followed and/or If supplement details and recommendations are needed. The Design Professional warrants
that the plans and specifications contained herein, have been prepared In accordance with generally accepted professional engineering practice. No otherwarranti,es
are Implied or expressed
CORPORATE PROTECTION
It Is understood and agreed that the Design Professional's Basle Services under this agreement do not Include project observation or review ofthe Contractors
preformance or any other construction phase services will be provided by the client. The client assumes all responsibility for interpretation of the contractors
documents and for construction observation and supervision and waives any claims against th Design Professional that may In any way connected thereto.
In addtlon, The client agrees, to the fullest extent permitted by law, to Indemnify and hold the Design Professional harmless from any loss, claim or cost Including
reasonable attorney's fees and cost of defence, arising or resulting from the performance of such services by otherperson or entities and from any and all claims
arising from modifications, clarifications. Interpretations, adjustments or changes made to contract documentsto reflect changed field or other conditions, except
for claims arising from the sole negligence or Willful misconduct thereto.
OWNERSHIP OF INSTRUMENTS OF SERVICE
All reports, plans, specifications, computerfiles, field data, notes and other documents and Instruments prepared by the Design Professional as Instruments ofservice
shall remain property ofthe Design Professional. The Design Professional shall retain all common law, statutory and other reserved rights, including the copyright thereto.
DEFECTS IN SERVICE
The client shall promptly report to the Design Professional any defects or suspected defects In the Design Professionals work or services of which the client becomes
aware, so that the Design Professional may take measures to minimize the consequences of such defect. The client warrants that he or she will Impose similar notification
requirements on all contractors In his or her client/contractor contract and shall require all subcontractors at any level to contain a like requirement. Failure by the clients
contractors or subcontractors to notify the Design Professional, shall relieve the Design Professional of the cost of remedying the defects above the sum such remedy would
have cost had prompt notification been given.
WTANNINli'111091gue ;FW06_111110
Inasmuch as the remode!Ing and/or rehabilitation of an existing building requires cerflan assumptions be made regarding existing conditions, and because some of these
assumptions may not be verifiable without expanding additional sums of money or destroying otherwise adequate serviceable portions of the building, The client agrees,
1. the fullest extent permitted by law, to Indemnify and hold the Design Professional harmless in any claim, liability or cost ( Including attorney's fees and cost ofdefense)
for Injury oe econornoc loss arising out of professional services provided under this agreement, except only those damages, liability, -or cost attributable to the sole negligence
or willful misconduct of the Design Professional.
ALUMINUM SPECIFICATIONS
BEAM
SIZE
T,
T.
BEAM
TYPE
BEAM
MATERIAL
MAJOR AXIS
BENDING
ALLOWBLE
STRESS
Fbx
(ks!)
MAJOR AXIS
BENDING
ALLOWBLE
MOMENT
M.Fb.S.
(in. -kips)
1"x 2"
.044
.044
OPEN BACK
6063 T-6 . ALUMINUM
ALLOY
2-x 2�
.090
.090
PATIO SECTION
6005 T-6 ALUMINUM
ALLOY
2,x 3,,
.070
.070
PATIO SECTION
6005 T-5 ALUMINUM
ALLOY
2,,X 4,,.
.110.
.050
SELF MATING
BEAM
1 6005 T-5 ALUMINUM
ALLOY
7.5
7.3
2"Y S"
1 .116
1 .050
SELF MATING
EAM
1 6005 T-5 ALUMINUM
ALLOY
8.2
12.2
2,,X 6"
.120
.050
SELF MATING
BEAM
6005 T-5 ALUMINUM
ALLOY
8.2
15.7
2,,X 7,,
.120
.065
SELF MATING
BEAM
6005 T-5 ALUMINUM
ALLOY
8.2
20.1
2,,x 8,,
.224
.072
SELF MATING
BEAM
6005 T-5 ALUMINUM
ALLOY
13.8
64.8
21IX 9-
.224
.072
SELF MATING
BEAM
6005 T-5. AW-MINUM
ALLOY
15.4
107.5.
2"X10
.389
.092
SELF MATING
BEAM
6
M ALLOY
15.4
144.7
3"x 3"
.125
.125
PATIO SECTION
T
WALLOY
4"x 41'
.125
.125
PATIO SECTION
AQU
ALUMINUM PROPERTIES CAN BE FO
THE ALUMINUM DESIGN MANUAL 'VO 4
StA're
WINDLOAD ANALYSIS ONLY
E. DR18COLL F.E,
:0L REC. 0431322
P0
LU
LU
LO
00
LL
Z
<
W
Q
L)
<
000
W
W
C) Lo
0 W Z N.w
W
-:i P., Z.
0 -
Q� 0 c) LLI
a.
0
im
CD
00
U
LO
z
L*J
J
W
Z
LU
N
'z
2
_Uc�"'_
UJ
U
z:
W
Z
CL
Z
LLI
U
U
Z
Z
W
J
I-- CV)
_J
o
D
LA
to
t— -i
LO LL
U
z
C0 -
X W
Lf)
0
0
>
0 [1)
a. w
z
t
A-
2X 8"
151.0.1
Cn
0
(D
4"X48"X 0.024 SOLID ROOF PANELS
FL PRODUCT APPROVAL #5945.1 R-3
4--f PLAN VIEW
wood deck \-2"X 3" DIAGONAL
designed by others —/ BRACES
see sheet 2 for reaction loads ELEVATION
DRAWING NOT TO SCALE
DO NOT COPY OR REPRODUCE THESE DRAWINGS OR DETAILS
DRAWINGS & DETAILS ARE FOR SITE SPECIFIC ENGINEERING ONLY
Cu m
CL
HOST STRUCTURE AREA
EXISTING STRUCTURE AREA
140 MPH EXPOSURE (C)
SOLID ROOF
z
0
W
F-
LLI
LLI
CY)
LO
00
LL
z
W
Q Lu
0 m
Z
W
LO
Z N
LLI I,- Z
S W
0 L)
0�
a.
W
Ln Lo L)
ED;V�4111
L) Lu
Z UJ
Z
LO
1p
V,
0 U.1
C) Lu Z
Z Lu
ZZ
z z 'COD
5 co
A eL � N
N
D I- u-
r.- -
LO W
N
xn
0 Lu
DATE: 7-5-11 F I M Z
0<
a.
FOR WINDLOAD ANALYSIS ONLY
MICHAEL E. ORZISCOLL I=.E.
F-L fREG. 04BS22
I /4'DIA LAG SCREW W/1"DIA SS WASHER
1/4"X 3-1/2" SCREWS 1T D.C.
v MIN EMBED INTO BEAM (TYP)
& EACH RAFTER TAIL
SOLID ROOF PANEL
#10 X 314" S.M.S. SPACED @ 8" D.C. EXISTING
AT TOP & BOTTOM CAULK ALL ROOFTRUSS
SCREW HEADS
EXISTING
0
FACIA BOARD
VX 2"X 1 /B"X BEAM HEIGHT ANGLE
BEAM
ATTACH TO BEAM & COLUMN
W4-EACH#12 SMSEACHSIIDE
SOLID ROOF PANEL
SOLID ROOF PANEL
OF COLUMN
1/4' DIA LAG SCREW W/1' DIA SS WASHER
SOLID ROOF TO HOST
1"MIN EMBED INTO BEAM (TYP)
Z"X B"X 1/8"ALUMINUM STRAP
NTS
ATTACH TO COLUMN & POST
COLUMN
BEAM
WI 2 EA. #12 SMS
SEE PLAN FOR COLUMN SIZE & SPACING
SOLID ROOF PANEL ATTA
COLUMN TO BEAM CONNECTION
(2) 2-X 2' X 3' X IW ANGLE BRACKETS
NT9
ATTACH TO BEAM W/4 02 SMS
2"X 2" X 118" ANGLE ATTACH TO COLUMN EACH SIDE OF COLUMN
W/ 3 #12 S.M.S. EACH SIDE ATTACH TO RIM WOOD DECK
JOIST Wl 2- 3/8"DIX X 3-1/2' S.S. LAG SCREWS\,
COLUMN POST
(4)#lOX2"
EACH SIDE OF COLUMN o COLUMN POST
EACH SIDE INTO BOSSES
2'X 2"X 1/8'ANGLE ATTACH TO COLUMN
(TYP)
W/ 3 #12 S.M.S. EACH SIDE ATTACH TO RIM WOOD DECK
COLUMN GIRT,RAIL
RIM JOIST—
JOIST W/ 1- 3/8" DIA X 3-1/2' S.S. LAG SCREWS
EACH SIDE OF COLUMN
RIM JOIST—
(ALT USE Z'X 2' X 11W CLIP
ATTACH To COLUMN & RAIL/ GIRT
W 2- EA. # 10 SMS TYP)
POST/ COLUMN TO RIM JOIST
@ 4TH WALL
POST/ COLUMN TO RIM JOIST
COLUMNS, PURLINS & CHAIR RAILS DETAIL
COLUMN OR BEAM (TYP) Ta
SOLID ROOF PANEL
7HOST STRUCTURE
CONNECTOR TO CONCRETE USE
#12X 3/4"S.M.S. IN UPRIGHT
ITW SCOTS TAPCON 1/4" DIA. 2" EMBED
VX 2"X 118"X BEAM HEIGHT ANGLE
BEAM
(OR EQUAL) @ EACH END & 16' O.C. MAX.
ATTACH TO BEAM & COLUMN
W 4 - EACH # 12 SMS EACH SIIDE o I-
8 #12 X 3 N LE BRACE
Lt�j R. 8#12X31 INANGLEBRACE
CFC OLUMN
CONNECTOR TO WOOD USE 1/4" DIA. , B'SQUARE)
LAG SCREWS INTO WOOD STUDS OR PLATE
SOLID BACKING 2"MIN EMBED.
2"X 8"X 1/8"ALUMINUM STRAP
VX 2" TO RAIL INTERNALLY USE I "X 2" OB
ATTACH TO COLUMN & POST
4 # 10 X 2" SMS INT RAIL BOSSES
W/ 2 EA. #12 SMS COLUMN
2"X 2'L-- - UPRIGHT
POST
COLUMN TO BEAM CONNECTION
PRIMARY CONNECTOR TO CONCRETE I "X 2" OB
@ SCREEN WALL NT3
ITW SCOTS TAPCON 1/4" DIA. 2" EMBED
(OR EQUAL) @ EACH END & 24" O.C. MAX.
1 "X 2" OB ---
8 #12X 3/4'IN ANGLE BRACE 4 #12 X 3/4"IN BOTTOM PLATE
AND UPRIGHT POST
NOTCH POST IN CENTER FOR CARRIER BEAM
6A 8"X 1/8'SQUARE
WOOD OR MASONRY HOST CHOOSE CONNECTOR THAT IS APPLICABLE PLATE
ATTACH W/ 2-1/2"DIA SS THRU BOLTS NUT & WASHER
cc
I WALL BRACING CONNECTION DETAIL
CARRIER BEAM
(SEE PLAN FOR SIZE)
WALL OR RAIL TO F-4
N
_%7 w
POSTICOLUMN
DO NOT COPY OR`kEPklb1JCft� THE8E DfkAWINGS' '�
/Vo
(SEE PLAN FOR SIZES)
OR DETAILS DRAWINGS & DETAILS ARE FOR SITE
C-) SPECIFIC ENGINEERING ONLY
o
FOR WINDLOAD ANALYSIS ONLY
op Zz Hlr-HAEL
E. DRISCOLL P.E.
ol
FL REG, 043c322
POST/ COLUMN
Lo
00
LL
Z:E
W
Q W
0 m
C/) Z
f:_: 0 Lo W
p Z CN U)
Lu Z
3
0 c) w
IX 0 T--
Q
(3)
co
CO
Lj
o
z
Z
LLJ 04
Lf)
z a
LLj
LLI
tj 3:
Z a.
Z
Z
LLI
Z
L0
ce)
0
f�
LO
m
_j
LL
u
Z x
w
F% '0'
0 0
U 0
>
w
z
AN
A-44�,\
-N I VI&I
-
/