HomeMy WebLinkAboutSUBMITTED PAPERSi
l
r
OFFICE USE ONLY:
Date: r-Ca` �y Fee Due: --� 5� �� Receipt# �q5 Permit #
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
Building and Code Regulations Division
2300 Virginia Avenue
Ft Pi 7M FL 153 -5652 g'cq
Application for Aluminum Structure Permit
All information must be complete and filled in to be accepted.
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: ` 1'0+t L.
2. PROJECT NAME: 1 SITE PLAN NAME: �—�` i�Fs►�► U ��a-�'i +�
3. PROPERTY TAX ID #: 33y - $O I - h001 In - 000- a
4. LEGAL DESCRIPTION (attach extra sheets if necessary): &�LO S e -- PGA V i 1) as
5. PLAT BK N S W PAGE A,30W BLOCK LOT V R
6. PARCEL SIZE: ACRES/SQ FT. GiG�e S LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BACK: a-7. 4 RIGHT SIDE: I3 LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition
R = Rebuild
SG = Slab on Grade
SR = ►sed Slab
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1,20R3
SUNROOM '
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP.
SHED
❑ NEW ❑ EXISTING
X
POOL ENCLOSURE
c, .-NEW ❑ EXISTING
20 X 4 0
C&O CA
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY
STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
feet Linear
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
'b-/0 p
9. VALUE OF CONSTRUCTION: $ 17,7 ODO
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 04/06l2011
/ CC vi)t ii A2 tj 1,06
OWNER INFORMATION
NAME: 1_CM{�— \ C,aR O C(X
ADDRESS: �ab'� (� �((� ��� >cA )c�,v►
CITY: �c�r S�' L�U �J�-Z. STATE: ZIP
PHONE (DAYTIME): (_ )
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:
PHONE (DAYTIME): C—_)
CONTRACTOR INFORMATION
STATE: ZIP:
STATE OF FLORIDA REG./CERT h#: C.&C, OLS l -13 ST. LUCIE COUNTY CERT #:
F' BUSINESS NAME: Pt t I n Il4 t nn 'k
QUALIFIER'S NAME: ncan�I k 'CA h. V kA 1 v
ADDRESS: 531 S, QSt S
CITY: }'t • PI -e lz e. STATE: F 1 ZIP: 31.E 9 fl n I A
PHONE: t / aV 3a 3 — C7 S FAX NO: 770 ' 1- 3 03 F EMAIL: A j ua l ,-kid l� SU�L�"h � Y v P
I
ARCHITECT/ENGINEER: A . �) L'v. \-c -a.
ADDRESS: 15 VC f V-V-C--h � _
CITY: -Vb,e V i \L o'cr ,S STATE: ZIP: S 9
PHONE (DAYTIME): a'RS — Le 4 414
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
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)
OFFICKVSE ONLY
Section
Township
Range
Map No.
Zoning
u
Land Use
Lot Coverage %
Report Code % 1
VALUE OF CONSTRUCTION USING ICC TABLE:
Review'
Front Tech '
Zonis Tech ` ' ' '
Su ervisor
Plans Reviewer„ `
ERR.
Date Complete
rid3
Iyl iy
Initials
J
PLAN REVIEW SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
1'<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 11" 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 0 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 .07T].
• 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 Building Code of 2007, 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.
(1I) 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 11.2.4 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 0 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.
h
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 to
the person whose property is subject to Attachment and does so as a Condition Precedent to this
Permit.
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / O er Builder, have verified that the existing foundation meets the r rements of the Engineer of
Record and is in ade to condition to withstand the uplift and weight of the aluminum st c re and said structure will not
exceed the footpr' f the structure that was in existence prior to removal by the storm .
O R R CON CTOR SIGNATURE CONT R SIGNATURE
S ATE OF FLORIDA, STA OF FLORIDA
COUNTY OF Sk . L V c % e• COUNTY OF S ar
The foregoing instrument was acknowledged before me
the foregoing instrument was acknowledged before me
me this day of 3 *V%Jk , 20
me this a!y of S J» , 20AA---1
by Day a % 1 \ \ k {'
by 4-4�a r10,{
who is personally known to me, or who has
who is personally known C___) to me, or who has
produced M%\%6 - bra (A - \fo4
produced Y'% L\60 - xem . fo 9 , 164"
as identification. ,,p M",,� DEANNA GIVENS
r a�Notary Public - State of Flori a
as identification. •�. DEANNA GIVENS
.``SKr
a°s, Notary Public - State of Florida
• My Comm. Expires Dec 16, 2016
# EE 858761
`
; ,`� :
= : • y Comm. Expires ec 16, 2016
'
Corr(tSRsl�n
Signature of Notary '�,;;eoFe�°;� Bonded Through National Notary Assn.
missio�j858761
ignature of Notary ""' ;; o ;°;�� Bonded Through National Notary Assn.
IMPORTANT NOTICE:
If a contractor is acting as agent for the owner (2) signatures are required. Each signature shall be notarized.
If applying for the Building Permit as an owner builder, the owner shall personally appear to sign this
application and the Owner Builder Affidavit.
All signatures on this Application when submitted shall be original and signed in ink. Copies, Faxes, or
Stamped Reproductions are prohibited.
When a Permit is ready for issuance but is not picked up within Thirty (30) Days after Notification of
Availability, it will be Voided. If the application is resubmitted, an additional fee will be charged.
St Lucie County Inspections
2300 Virginia Avenue
Y+ t fleree, FL 34982
(772) 462-2172
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
JOB AD
BUILD
v R & 'F Pest, Contr4.., Inc
PEST.' CONTROL, CONTIZACTCIt 1856 SW Bayshore g] yd
Port St Lucie, FL 34984
PEST CONTROL LICENSE #__ S 22 O
We, the undersigned, liereby certify that we have pretreated the above -described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
Square fecVof area treated;
Percentage of solution: C ZS'
Date of treatment: e(I' 6( z—/
r—
Q Tooting
❑ 1st Treatment
Re -treat
Slab
❑ 1st Treatment
Q Re -treat ,'
❑ Driveway
❑ 1sCT`raatment
CQ Re -treat a
Q Pools
❑ lst Treatment
❑ Re -treat •
Chemicals used:.�X.G(Sll�e��
Total gallons used:
Time cif Treatment;
rBC10q.2.fi Certificate ofProtective Treatment forpreventim of.lermites.
A weather resistant jobsite posting board shall be prowled to receive
duplicate Treatmeni Certificates as each required protecth)e tr•ealmeni Is
completed, providing a copy for the person the permit is issued to and
another copy for the building pernrit files, Tl►e Treatment Certificate shrnll
provide the product used, idemity'of ilia applicator, time and date of ilia
treatment, site locattbn, area created, chemical used, parcem coil Cal) (ratiol)
and niunber of ;gallons used, to establish a Verifiable record of protective
ir�anr)ent,. If ilia soil chemical barrier n)ethod for termite prevention is used,
final exterior treatment shall be completed prior co final buildins opprovni.
St Lucie County requires for the final inspection for CO, a laarmanent
Stlelcer to be placed on (lie electrical panel box cover, listing all the
treatments find, dated of applications.
❑ Other
❑ tst Treatment
Q P�e-treat .
❑ Perimeter -.for Final Inspection
NOTE:
There must be a completed form for each regrtired trealment or re -treatment and this form thirst be on
the job site to be picked up by the inspector at thne of each inspection or the schedrtled inspection spill
fail and a re-Inspecoon fee charged.
JOSEPH E. SMITH, CLERK OF.THE CIRCUIT COURT — SAINT LUCIE COUNTY__-
FILE # 3964612 OR BOOK i v _ PAGE 2016, Recorded 06/12/2014 ate 66 AM
Permit No,
NOTICE OF COMMENCEMENT
Tax Folio No. 2 AiA - Su t • bUclU - C GC: )—
State of Florida County of St. Lucie
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following Information Is provided in this Notice of Commencement.
Leal Description of Property: (and street address available): l
1 �Q 7 l hC, vv\O' ;,r� . n t y � \� 4. •r �- .. t ALS
General description of improvement:
or Lessee
for the Improvement:
Name t—i: C1 19r c r
Address l
interest in property: i'�•�r•e,v'
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name: �.F . t`\ �� r r
Contractor Address;
Phone Number. 3y3•-BLS
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: N L" Phone number:
tender Name: L] t V Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section
711.Lj(1) (a)7., Florida Statutes:
Name: Phone Number:
Address
In addition to himself or herself, Owner designates of to receive a copy of the
Lienors Notice as provided in Section 7t 3. i 1(1) (b), Florida Statutes. AVA
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
myknowleHgedt belief.
)
(Si ature of Ownercr Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager
D cA.-I.>u f<
(Signatory's Title/Ootce
The foregoing ins was cknowiedged before me this �- day of�t,n(,-, 20J
idI'M Ire. Y' A�<<4
By CI as OWr�t� forA. �n. \A^l i.sncarvG��
al Type of authority (e.g. officer, trustee) Party on beh`alff of whom Instrument was executed
Personally known[ or produced Identification_
Signature otary u is - Star a �(b Smto of Flodd9
(Pn e, or tamp Commissio a Nw#,ir)Adarrta Type of Identification produced
my commlWon EE 902853
�a Expins0910ert010
STATE GF. FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY GFTHE
ORIGINAL. //''��
A- [11H :1. S M I Ti iJC,IF P
-fof'-- °.��I ��Pr 2014
Date:
;?.. : - m �
PLANNING & DEVELUPNXNT SERVICES DEPARTMENT
BUILDFNG &_ _CODE
2300 MGINIA AVENUE
FORT PIERCE, FL 34982-5652
— (772)462-1553
FILLED A" AFFIDAVIT
I, the undersigned, am the owner.of the following described property,
-;71 Iy <;-o I - oo°t to- Oon —Z
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number A ®flp -MG�3 , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage'so that the immediate 'community WILL NOT be adversely affected.
I further acknowledge that in granting this .permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate _ drainage off my property, which will " not - adversely affect the immediate
community.
Property Owner Signature
STATE OF FLORIDA, COUNTY OF
elate
ACKNOWLEDGED BEFORE ME THIS _ DAY OF _A t^r\e_ , ZOO_.
BY „q/rL _ Al `y < <,� r� ie,, WHO IS PERSONALLY KNOWN TO W 49— OR WHOHAS
AS IDENTIFICATION.
OF NO ARY PUBLIC TYPE OR PRINT NOTARY
------COM HSSION NUMBER
(SEAL)
�40 ft Notary Public State of Florida
Frederick E Adams
o� My Commission EE 832853
yet pd" Expires 09/06/2016
SLCPDSD Revised 08/2V2010
08/06/2014 14:12 FAX
OMCEPSE ONLY:
w m
DATE FILED:
RESTANE PER,'
COPY FEE:_
PERMIT N%IbER: 0 q - It 6
RECRIPTNTOA
ST. LUCIE COUNTY
CODE COMPLIANCE DEPARTMENT
PERMITTING & ZONING
2300 VIRGINIA ANIEN-L%
FORT PIERCE, FL 34982-5652
561-462.1553
APPLICATION FOR RESTAMP OF PLANS & COPIES
PROJECT LNTORMAT
ION
1. JOB LOCATIOIN/SITE
2. PERSON REQUESTINCI, RESTANT/COPIES;
NA111v
CONTACT PHONE NUMBER; 3:1 a - a�- C) 8-' )s
3. CONTRACTOR INFORMATION:
ST. OF FL RIIGJCERT# CI&C, I As"I IIS9 ST, LUCIE COtJWY CERT&
Ru5tNESS NAME:
Qual0lars Na.me: V i- ck
ADDRESS:
CITY: 14.
STATX;--lf!t = Zip: -a qu I
PHONE (DAYTME). --J-j 4 9 — 0 go S7 VAX *t.:
4. DESCRIPTION OF REQUEST:
a
alp � to, V-. -s - CL i
THERE is A $50-00 BASF, FRE FOR RESTAAW OF PLANS,
UEINFORMON WH FUMES
CHAREQRGEDSTING ! $20-00 PER HATIOUR. THEREHICWEQILL BE AN RESE ADD'
FOR ALL COPIES A.O.E.M
.+z:) 4- V) e- P4-. - -
WILL BE
kL FEE
zool/001
P.R.C.
gull Im
I�
I
R=6 32'15
L=131.89'
I
i
LOT 19
BLOCK B
I N85°03'44"W N.R.
30.00' S.B.T. S85009' 18'E
' \ I PROP. \
DRIVE t >` 4.5. 44.0'
a w AN. M.H. 3.0' / 5.2'
` Q � NO 800ARD �
\� J• � � I8.7'• m
15.3'•
2s \2., FORMBOARDS
�s 1 \ a F.F. ELEV. = 27.64'
1 �` 0.r23" S. T. (N:,Y;' ,02s3
f RAD` W 11 D 66.9, 4.5•
id
N80°42w
R=685.00 N.R.
A=4°36'21„
1 L=55.07
co
LLJ
�a LOT 17
c�-`- —� OCK B
� /\ Dail �cte Co.
/ tnit '
/ proves
3EPORT:
�-•I�c�r�IT d6` F�a_`�a
a �
4 ti;DES �b _.�.-----
CNR SIDES
REAR
ZNG.
TECH.
145.00,
9.
r:
18
`Br OCK B
N
145.0r
/ NOTE: x = MEASURED TO END OF BOAR
/
IS PREPARED FOR RESERVE HOMES, LTD.
>SSIGNABLE.
HOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
NAY OF RECORD BY THIS OFFICE.
IOACHMENTS ARE AS SHOWN.
IFURNISHED BY CLIENT.
:RE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT
;ED iN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE &
1 WRITING.
OWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 18
' N 80.42'43" W AND ALL BEARINGS ARE RELATIVE THERETO.
DNS RELATING TO THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE
W.
MAN,
TRi
-1 73 b
DESCRIPTION: -
BEING ALL OF LOT 18, BLOCK B, ACCORDING TO THE
PGA VILLAGE, AS RECORDED IN PLAT BOOK 43, PAGE:
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P:\600-699\B669\CAD\LDTSURV\BLOCK B L0TS\B669LSI8B.dwg 4/i
MAP OF BOUNDARY
CLIENT: RESERVE HOMES,
TABLE OF ROOF BEAMS,,-' OLUMNS, PURL -INS A.I�TD, `[RTS:
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 9'-9", 140 MPH, EXP. C.
WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA
BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION
OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL. 2010 EDITION.
MAIN MEMBER SCHEDULE
MEMBER
I MARK
I SIZE
I MATERIALl
TYPE
THICKNESS
LENGTH DESIGN BASIS
b x t
I ALLOY
W
F
FT.
ROOF BEAM # 1
ROOF BEAM # 2
COLUMN # 1
COLUMN # 2
COLUMN # 3 ***
PURLIN # 1
CHAIR RAIL # 1
CHAIR RAIL # 2
CHAIR RAIL # 3
CHAIR RAIL # 4
EAVE RAIL # 1 **
EAVE RAIL # 2 *
EAVE RAIL # 3 *
K-BRACING ****
WIND BRACING-
R1
2x8
ALUM
SMB
0.072
0.224
20'-0"•
CALCULATION
R2
2x8
ALUM
SMB
0.072
0.224
18'-0"
CALCULATION
Cl
2x7
ALUM
SMB
0.550
0.120
9'-9"
CALCULATION
C2
2x3
ALUM
HOLLOW
0.050
0.050
9'-9"
CALCULATION
C3 ***
2x5
ALUM
SMB
0.050
0.116
9'-9"
CALCULATION
P1
2x3
ALUM
I HOLLOW
0.050
0.050
NA
300# RULE CALC
CR1
2x3
ALUM
HOLLOW
. 0.050
0.050
7'-10"
CALCULATION
CR2
2x2
ALUM
HOLLOW
0.046
0.046
4'40"
CALCULATION
CR3
2x2
ALUM
HOLLOW
0.046
0.046
V-10"
CALCULATION
CR4
2x2
ALUM
HOLLOW
1 0.046
0.046
5'-10"
CALCULATION
ER1 "*
2x2P
ALUM
HOLLOW
0.046
0.046
8'-0"
CALCULATION
ER2 *
2x2P
ALUM
HOLLOW
0.046
0.046
5'-0"
CALCULATION
ER3 *
2x2P
ALUM
HOLLOW
0.046
0.046
6'-0"
CALCULATION
KB ****
2x3-7
ALUM
HOLLOW
0.070
0.070
NA
CALCULATION
WB
2x2-9
ALUM
HOLLOW
0.090
0.090
NA
CALCULATION
NOTE: * 2x2P IS A 2x2x0.046 HOLLOW WITH A OB ATTACHED, ** 2x3P IS A 2x3x0.050 HOLLOW WITH A OB ATTACHED
*** 2x3x0.090 CAN BE SUBSTITUTED FOR A 2x5 SMB HERE, **** 2x2x0.125 CAN BE USED FOR 2x3x0.070.
ADDITIONAL SITE SPECIFIC INFORMATION
THIS SCREEN ENCLOSURE IS LOCATEDWESTOF THE U. S. ROUTE 95 AND NORTH OF CROSSTOWN PARKWAY IN PORT
ST. LUCIE. THE ENCLOSURE IS SURROUNDED BY SOME OPEN AREAS. THE DESIGN SELECTED IS 140 MPH WIND SPEED,
EXPOSURE C, RISK CATEGORY 1.
THE MANSARD ROOF SCREEN ENCLOSURE HAS A FRONT WALL OF 9'-9" HIGH AND THE ROOF HAS A RISE OF 2'-4-
AND A RUN OF 5'-0" FOR A SLOPE OF 250. THE SCREEN ENCLOSURE IS BEING ERECTED ON A NEW NOMINAL 4" SLAB
THAT WILL HAVE AN 8" x 8" PERIMETER FOOTER. THE SLAB AND FOOTER WILL BE POURED IN ACCORDANCE WITH
:.ITEM 11 OF THE 'SPECIFICATION NOTES AND DESIGN PARAMETERS' ON THIS SHEET. THIS FOUNDATION IS
ACCEPTABLE FOR THIS ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE CONNECTION DRAWINGS
ARE SHOWN ON SHEETS 3 AND 4. K-BRACING AND WIND BRACING ARE SHOWN ON SHEET 2.
- _ .. • e . e
all "A
: zMimi
-Ar � f "
ECIFICATION N
I PARAMETERS: .
THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE FLORIDA BUILDING CODE (FBC),
EDITION 2010, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE AAF
STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR TABLE 1 ARE ALSO APPLIED.
A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT 9'-9-,140 MPH , EXP. 'C'
B WIND IMPORTANCE FACTOR (0.7) AND BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND
AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10.
C DESIGN PRESSURE: SCREEN WALL (18/14) WW @ 28.76 PSF, LW @ 21.95 PSF, SCREEN ROOF @ 8.32 PSF PER TABLE 2002.4.
D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC.
F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE.
B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
INSTALLATIONS UTILIZING THE SUBJECT METHODS.
C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM.
OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
.D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES.
E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
F A 2x2 OR A 2x3,,SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY.
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT
SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER.
H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
I IT IS ALWAYS ACCEPTABLE TO ADD A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED.
3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS,
COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS,
ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE
IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN
ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING".
5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE.
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
ANY TWO BEAMS MUST BE THE LISTED SPACING, +/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
7 IF DESIRED, THE 3/8" BOLT SHOWN IN THE WIND BRACING CONNECTION (SHEET 3, #2), THAT SECURES THE 2x2xO.O9O
MEMBER TO THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) #14 SMS. THE
#4 SPAS MUST BE V2" FROM THE END OF THE U-BRACKET AND AT LEAST 3/4" APART (STAGGERED) FROM EACH OTHER.
11
NOTE: L-BRACKET, 2x3z0.125 OR STRONGER, CAN BE SUBSTITUTED FOR THE U-BRACKET. WHEN USING L-BRACKETS,
SIX (6) #14 SMS MUST BE USED, THREE (3) INTO THE ROOF BEAM AND THREE (3) INTO THE WIND BRACE MEMBER.
8 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS:
A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH.
B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER WITH MINIMUM ENGAGEMENT OF 2-1/4".
9 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,
C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE,
D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT.
10 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS.
11 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS:
A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED,
B ALL REQUIREMENTS OF ITEMS 9 AND 10 ABOVE.
SCREEN ENCLOSURE
DWG. # AQC-2014-010, REV. 0
May 16, 2014
SHEET 1 OF 4
GENERIC DESIGN DATA
HEIGHT 9'-9", 140 MPH, EXP. 'C'
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
LOCATION:
NAME:
FIGALORA RESIDENCE
ADDRESS:
9202 CHAMPION WAY
CITY/STATE:
PORT ST. LUCIE, FL 34986
COUNTY:
ST. LUCIE
THIS DRAWING IS ONLY ACCEPTABLE
FOR BUILDING PERMITS & ONLY WHEN IT
HAS THE ENGINEER OF RECORD'S RAISED
SEAL. COPIES ARE NOT DEEMED VALID.
THIS DOCUMENT IS THE PROPERTY OF
R. A. DUNLEA, P.E. AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART
WITHOUT THE WRITTEN CONSENT OF
R. A. DUNLEA.
R. A DUNLEA, P.E.
1513 CERVAN T ES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
FLORIDA P.E. Lie. No. 42835
NjATH0Aj),,t#e
r
NO• 2.10
• ° �r
o / �o
Q ATE OF
`mo�oF`�S� �ORtop,..*
a
Ao® 01A L •a••
®��l1EL'lBill*
-T
V-0"
X-0"
1
2'-0"
I
HOUSE HOUSE
3,-0" W-9" 2•.4"
9'-9
LEFT SIDE ELEVATION VIEW
9
SP
MWING
DWG # AC ,C'2'd-r`610, REV. 0
SmnFM n 4-
HOUSE
FLAT
SCREEN
ROOF' HOUSE
HOUSE
STRUCTURAL GUTTER
P1. 2x3
HOUSE HOUSE
• •i
WB-> R1-> <-2x8
R1a <-2x8
R17> <-2x8
R2-> <-2x8
P1 2x3 P.1 2x3
P1 2x3
P1
2x3 P1 2x3
4vB> R1->
P7 2x3
<-2x8
P1 2x3
R1->
<-2x8
P1 2x3
R1->
<-2x8
-P1
R2->
2x3
WB
<-2x8
-P7-.:, ,2x3
WB->
R1a
<-2x8
R1->
<-2x8
R1 ?
<=2x8
R2->
<-2x8 WB,
P1 .2x3
,P9 2x3
-P7_ 2x3
P1
2x3
P7 2x3
WB-
WB->
WB->
R1 >
<-2x8
R1a
<-2x8
R1->
<.-2x8
R2->
<-2x8 WB-
I
40'-0^
I
PLAIT! VIEW
�ER1
2x3P
ER1 2x3P
ER1 2x3P '
ER1 2x3P
ER1 2x3P'"
<-C2 KB ' C1->
<-2x7 C1,>
<-2x7 C1->
z-2x7 C1->
<-2x7 KB->, C2->
6'-9"
<-2x3
2x3->
-9"
CR1 2x3
CR1 2x3
CR1 2x3
CR1 2x3
-CRT 2x3
3'-0"
KB->
KB->�
1x2
1x2
1x2
1x2
1x2
x w wk.�±..
NQMINPL.4x 3LRB.wtB.;.zB, PERIMETER>F..O"OTERs`
Pi *.. „ z.., s__ , .?"p•
8'-0"
8'-0"
8'-0"
8'4"
8'-0"
. 40•:0"
FRONT ELEVATION VIEW
a6k PLA111.5 HAVE BLEM REVIEV'y20 May 16, 2614
��CCORDIAMC MT THE FLORIDA SHEET 2 OF 4
BUILDING Coen SITE DESIGN DRAWING
I
HOUSE HOUSE
HEIGHT 9'-9",140.MPH ,. EXP. 'C'
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
2, o„
OFFICE (772) 343-080.5
FAX (772) 461-3038)
LOCATION:
51-0„ (
NAME:
FIGALORA RESIDEitlCE
I
ADDRESS:
9202 CHAMPION WAY
20'-0")
RIGHT SIDE ELEVATION VIEW 'r
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF TIE
CONTRACTOR OF RECORD
f .ST.
. LUCIE 1
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
'THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
FLORIDA P E 'Lie: No A2835
/ �CCfl®fEBB�gF x
s. � • c
r
�onra� �E 4to
aim 7
K BRAC�hlG DETAIL 3, 2"x3"COLUMNSHO�N""-.SCREEN
Splice Plate Alloy:
Miter splices shown for mansard splices, Identical 6061T6 Dr 5052H32 tom!] -.
„. Six 6 #14 SMS - : 2 x 2" -.X 118 ANGLE EACH SIDE
spedflcatlons for gable and/or shzlght beam splices.
2 SCREWS N E E
' 3- #14 SMS EACH SIDE
3/8" DIA CONCRETE ANCHOR _ IWO.C. MIN.
Maximum angle far mansards 3S° OF PLATE EVENLY SPACm (TAPcoN OR EQUAL) w/ --
Maximum angle for gables 45° - - 14/4" EMBEDMENT MIN. 2"MIN, -
- %-----------
w ,•' ,.�. •1 .` ;1 INTERNAL I - ■ 1 x2 O B. BASE PLATE -
° + + a `.��SPLICE PLATl�. K-BRACE- B
,o 'ell
+ ,+f
...... _ _ _ _ i CONCEALS FASTENERS OR ATTACH MENIN02
2 MIN MIN"
D . g ARE T
- - RESPONSIBILITY OF THE N �x
C TRACTOR OF RECORD;L(MI� 4:
` + P,' +•+ + + i TYPICAL SCREEN WALL ELEVATIONcoNCREpERiM�4TER
�, i a� ' FOOTER0j2�sEt�
+ t----- ----L-
( NOTE: ALL K BRACE MEMBERS ARE 2X3XD.D7D. ALL.;.
}.' SHEET METAL CONNECTING SCREWS (SMS)ARE m,4. > COLUMN ! FOUNDATION FASTENER'FOR 2X2 AND 2x3
�• #14 SMS Typical ,` + �o� %� 'Lo
I ;
`\'� +♦ °'', ' ' 1 - 'NOTES: LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,100#, SHEAR CAP ACITY.=.228#. .
1) THIS DETAIL MAY NOT BE USED FOR COLUMNS LARGER THAN Z'x 3"
✓ ' ,�'` }1 P ' ' P`p"(E4���� - ----- - ..MAY_.BE SUBSTITUTED FOR THE 3 EACH # 4 SMS ( THRU.B.OLTS REPLACE 6 SCREWS
MAYBE3HC,ONC. FASTENER .
� )) ,
OF Screw positlons near miter joint may be adjusted SPECIFICATIONS: CONCRETE FASTENERS MUST HAVEA (MIN.) ULTIMATE ULTIMATE TENSION CAPACITY OF
Y. (• 1 to accomodate purin, space between fasteners 2,560 >1,ORA WORKING (MIN.) TENSION CAPACITY OF 640t1, AND, A.(MIN.) WORKING SHEP•R.CAPACITY
c'"= E i• along miter joint may 11h° to 2°, maintain 3" x 4" x 118" PLATE ON OF 300>#. {DO NOT SUBSTITUTE 3/8" DIA"CONCRETE ANCHORS FOR LARGER SIZE ANCHORS.)
ma:dmum and mlrilmum distances between screws.
EXTERIOR; 3" LONG x 1"
a - • - Edge Distance rar-Screws: •A" K-BRACE x 3" x 1f8" ANGLE ON
FOR 2- x 4- & 2' COLUMNS SCREEN
pg r7 ,LLB ` • .. Minimum Screw Sparing: 5/8" 114TERIOR w/ 16 SMS; a '
=' PER SIDE) INTO BR4kCING_ ) _ "J
(2 x 4'.` COLUMN SHOWN
CORNER POST AND WALL AS SHOWN. -- COLUMN SIZED PER TABLE 1 2" x, 2" x 778" ANGLE EACH�SIDEwC- ----
�l _ •• SPLICI= SPCisFlCATIONS PER TABLE 109 BELOW2" x 2" x 118- ANGLE EACH SIDE 3 #14 SMS EACH SIDE 9
li TYPICAL ELEVATION FOR BEAM MITER SPLICE SIX (6) #14 SMS (TYP.) ANCHOR EDGE DISTANCE 3'
K - BRACE DETAIL "A"
" 114" DIA. CONCRETE ANCHOR w1 ANCHOR SPACING 2 FOR IX4 -
��" [DEr4M MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY i" x 3" X 118" ANGLE, . 2"'EMBEDMENT MIN. P. POSTS, 3" FOR 2z5 PORTS
�.., ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MAINTAIN NOTE: DO NOT SUBSTITUTE LARGER
RL97E AND CONNECTOR SPEC7FiCATIONS IN TABLE 109 FOR ALL] T,LONG wl SMS INTO . .
BRACE &INTO POST POST/COLUMN DIAMETER CONCRETE ANCHORS 2" MIN.
1" x 2" O.B. BASE:PLATE .
Beam Splice Details" #14 SMS Total Fastener Spaces HORIZONTAL T- .:
,ems cry Table. 109 Splice Plate Dime
nslons Per Side 414 SMS Number of Spaces MEMBER Mg (TYP.)
Beam Thidaless Length Height Per End Per Splice HorizerAal Vertical 8 )
I —
tr l2X6XO.OSOX0.120 SMB 1/8' 16° SI/4° 14 56 3 3 TOP VIEW 3-1/2" x 6^ x il8" PLATE 2 MIN.: ��2X7XO.OSSX0.12 16° 6114° 14 56 3 3
8X0.072X0.224 SMB 3/16" 18° 71/a° 16 64 4 K-BRACE 12 6 PER SIDE, TYP.)
ZX9XO.OSZX0.306BMB 3 16" 18° 8�/a" 18 72 4 4 1d 7 PER SIDE, TYP.)
•,:CONCRETE PERIMETER '
2X10XO.092XO.389 SMB 1/4' 20° 9" 22 88 4 6 FODTER OR SLAB
-- $. `
-- — - _ -GIRT CHAIR RAIL)I'., GIRT CHAIR RAIL COLUMN I FOUNDATION FASTENER FOR 2x4 & 2x5
. 'B . ■., LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,6889, SHEAR CAPACITY=1,184#.
- ADD 2ADDITIONALFLANGc STITCK INTFAN6L 11r BAOONG PRATE REQUffim - m r NOTES 1) THIS DETAIL IS FOR 2x4 AND 2X5 COLUMNSIPOSTS ONLYSUONS ,
' � INTERNAL
�' FOR PUMM FA%ENBTS AND DIAGONAL J� H 2) CONCRETE FASTENERS MUST HAVE AN ULTIMATE PULL-OUT CAPACITY OF 2,110 # OR
` • - - ° "' ' "-- _ E / - /2" % 6" X A WORKING PULL-OUT CAPACITY OF 528#, 3) TWO (2) EACH x 3/8" DIA. BOLTS MAY BE
` K-BRAG
.-.. PudN __ 3 i
i PoNn /8 PLATE SUBSTITUTED FOR THE 3 EACH 914 SMS 2 THRU BOLTS REPLACE 6 SCREWS)
7 V ,, D�agonat era@— � COLUMN i LA7' (
- �— U+7radcet (OtamwJJ + T3annel erada:e K -BRACE DETAIL 'B" 2" x 6" COLUMN SHOWN SCREEN A
i( . COLUMN SIZE PER TABLE I.)
' (TYP.) 2" x 2" X 118" ANGLE EACH
3/Lb' X 5" XSPOCE PLATE OFFi}I ` 7/B' 1" X 3" X 118" ANGLE, T' 2" x 3, x 118" ANGLE EACH SIDE REE ON EACH SIDE) SIDE wl THREE (3) #14 SMS
BAcraNG Punt=(ABUTS PURUN) Ownel Bmdmt 1 �- POST/COLCIMN LONG w/SMS INTO- - w/THREE 3 EACH #14 SMS EACH SIDE 1-O.C.MIN.
NOTE: aAG@IG PLATE MY BE - , OYrFF1L1LWmiBOLTTHRUNFAR _ _ _ _ ____ __ __ • _____________ t .
E RACE AND INTO POST
UK
318" D10. CONCRETE ANCHOR w! BEAM WEB ONLY 2• 313' ° Bat .:
PROF SEA14 2" EMBEDMENT MIN. P.
F}yR •, .`, SeCf°n BracketKLz Cut
(u era ' SMS _ TYP .. ® 1"x2"O.B. BASE PLATE
ALTERNATEL �
CONNECTION OF OiANNE"�'` aauo awl
4 EACH'14 SMS THRU CHANNEL WEB �1 "
Plan Vew �c \g° 2" MIN.
THRLI BEAM WEB INTO BAO(ING PLATE 'r o•I� `� SEE ITEM 7, SHEET T 1. �—
Fp e•�,, .�,, - TOP VIEW 3-1/z" x 6" x 1/8" PLATE
�••�Li 2" (MIN.) g - A
DIAGONALG BRAT X T by 0.090-HOLLOW TUBE F,�Fp y .
K-BRACE 3" x 4" x lie" PLATE ON EXTERIOR _Lbj
°h , CORNER 3" LONG x i" x 3" x V8" ANGLE ON 2 MIN 211z" IN.3112 MIN
Na, 0 BOLT Ck.:} I.
-
o °\} POST INTERIOR w/ i 6 SMS (8 PER SIDE
N ° \ _ ) NOTE: IF A 1x3 BASE PLATE IS TO
'- �F T• " INTO BRACING & WALLAS SHOWN a MIN
3/8• a BOG ,:BE REVERSED BUT THE STRENGTH CONCRETEPERIMETErF:•`
, �� \\ _ _ 6 ( 8;PER SIDE:---TYP.) t 'OF THE ANCHORS -MUST REMAIN I FOOTER OR SLAB'
THE SAME
ROOF aEA14 Nate this vienfirnvs bra¢peryendiOjlar ba '-, •'• I ' 1x2 OR IX3 SOLE PLATE `.
beam, brats and bmdzt ney be artlaiaL-d '\ `.,- � H° rs - - L *-,.COLUMN /'FOUNDATION FASTENER FOR 2x6 THRU 2x10
. to any angle wih beam ancVw mlaWe to �� o - i - _ r•
_.. �� 0... J _
■ - NOTES LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY 2,406#, SHEAR CAPACITY 2,000#
7 _ 1 THIS DETAIL 1S FOR 2x6 THRU 2x10 COLUMNIPOST PER TABLE 1, SHEET 1,
0' )
Section r 1D Beam u Brad rroanrPq
=Y-_ u� �— - 2) tic 318 DIA BOLTS MAYBE SUBSTITUTED FOR THE 3 EACH #14 SMS 2 THRU BOLTS REPLACE 6 SCREWS),
�I "• •' ""'? - 3) CONCRETE FASTENER SPECIFICATIONS; ANCHOR "A" (CLOSEST TO EDGE) IS 318" DIA x 3" LONG w12"
�- FOUNDATION ` .EMBEDMENT, -ANCHOR "B" (FARTHEST TO EDGE) IS 318" DIA x 2" LONG w/ 2.". EMBEDMENT; ANCHOR'A' MUST -
SCREEN ROOF DIAGONAL BRACING SCHEMATIC (#1) _ _ HAVE;A MIN. ULTIMATE TENSIONCAPACITY OF 2,560# OR A WORKING (MIN.) TENSION CAPACITY.' OF 640# AND
x eRxcNG NGrG THESc�NIIt=T1ON OETARS tMYBE Vr1llTrD TOR &BRtGNG A MIN. WORKING SHEAR -CAPACITY. OF 3009, CONCRETE ANCHOR ("B;' SPECIFICATIONS MINI ULTIMATE .•
Pullin or Eave RaO—', _ - '.'_.K -BRACE-DETAIL` G _, :. - TENSION CAPACITYOF 2,000#,MIN. WORKING TENSIONCAPACITY=500#; 4 MIN..WOi2KING SHEAR CAPACITY
Plan View
--
_ ],000# 100 NOT _SUS S"r1JUTE 3/8" CONCRETE ANCHORS WITH ANCHORS OF, LARGER DIAMETER) ?
SCREEN ENCLOSURE
DWG. # AQC-2014-010, REV. 0
May 16, 2014
SHEET 3 OF 4
STANDARD CONNECTIONS
HEIGHT 9'-9", 140 MPH, EXP. 'C'
A QUALI T Y CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 4.61-3038
NAME:
FIGALORA RESIDENCE
ADDRESS:
9202 CHAMPION WAY
CITY/STATE:
PORT ST. LUCIE, FL 34986
COUNTY:
ST. LUCIE
THIS "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
G 2 3
4 5
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
FLORIDA P.E. Lic. No. 42835
0%eo,$�e�a®r9e��e cc
4Wtoe �v
�• R ••••. OG''�
M 4
e
6 � _• i
-
ism
- _ - - SCREEN ENCLOSURE
Ly_-, OB (_1 M4 3F - 1
v��^� `• - - DWG. # AQC-2014-010, REV. 0
1/8' ANGLE =ACi1 SEDE . aa�'
OF BEAM (Ii%WsKUM _'
_,d
! ? EACH S INTO 6EAM WEB I I �n1= �c 1
May 16, 2014
SHEET 4 OF 4
77
- I � '4' STANDARD CONNECTIONS
I � OPY
I `�f � 7 (��] =:A
' 1 - il'` --. ANO ?:SQ „Lui��S=?D5,14 1 T - '
(i I - I i 1' PURUN MAY eE i
` - '� ( �; ��_u RDDF'__ ALS SLOPING OR HORIZTONAL
aC.7F _nAr_vlD
St TABLE 1-
° i aA ;/°� eG.,,'uEN�;S,�� u COVER PLATE `� A QUALITY CONSTRUCTION LLC
SEW �'r'GcZ° N�� L= uRe a° Er1eoME,r, afro HOST FASCIA ii i 3531 S. 25TH STREET
.lA=MO]�HL-m-rWN OF '
XEEwl FORT PIERCE, FL 34981
_ �. 17/8° 0 L>G SGi�`W EA(} 14DE OF 3E4h{,;1� 1
1 .c?, P. 14 w! EAC; -¢ 5E'L!•I MAY SE 10FiNG OR HORLO+ITriL-�"�/8' ANGLE, LENG iH'SUF�j t TO j /
3'L410. :141"}L4 r� �E DF
N ASSURE z• Et4aEnMENrIvro HnsFASaa j OFFICE .(772) 343-0805
I — �� % ( X 2• X 1/8" ANGLE EACH SIDE OF BEAM FAX (772) 461-3038
- - • - -• (MINIMUM _" LON ,(�" WITH ? EACH a14 SMS - FAX
BEAM WEB 2 EACH #1 O SMS X #-
atawxAoa (mD7 CHANNELC13VERMGOPEN BEAM (INCIIIENTALTO DESIGM) LONG THRU EAVE RAIL
TmNGLlmvstrntm1l _ BEAA'MAYBETRLNMID SCREW SPUMES
i — INTO SLOPING PURLIN -
ILcTAB1P1R4TD COLUMN SELECT
BEQ.M TO HOSE FASCIA DETAIL IMTFiOUT SUPER GUTTER
LOCATION:
} E?PLOOEi7 ScLTIDN ! LAP BEAM - NAME
(AK+L E (Sd- FMAT�NG BEAM 13 � .
VV Sg FUSfFERD -E]II3 F�LISTRAFTERORTRUSS h FIG:4LORA RESIDENCE
. 2 -114' LAG BOLTS @ EA. GUTTER OPTIONAL 1x3 '.r .
.._ _ BRACE TO FASCIA 81-114'x3"LAG ADDRESS:
Lx3HLglnw�lw4v1 za-0C.ELSEWHERE ATGUTTER z-xr^xR.i=x3"LG. END WALL P-(1RLIN CONNECTION DETAIL 9202 CHAMPION WAY
t�vae LR4ID O-ELT - CLIP ANGLE; ONE EA.
Z GUTTER BRACE SIDE OF BEAM BEA �a�) a Al � � f � CITY/STATE:
EA BEAM
�E p�9� ° PORT ST. LUCIE, FL 34986
ifilITH TH IOU
COUNTY:
ST. LUCIE
Slsmlu'EfuurZ OR 3Si 0B)
B15fEET0 R]UfDAT-II7tWutTN v09 IA,�
CaNUEEIE AP03fMS Ar2S O.C. .. -
ffflO�E 15LT�@4lAI .
MEFWEw1AN°-EArXI THIS "CIRCLED" CONNECTIONS
O8R3glEOPANE=ANWDR ... �EYAR1g FROMR•TD39'I .
91PR8Hf8L ARC3B8m46iETEF1lS[IIY3LE rxsxvc�w°v�saac�l-:ls�n+ ��, - '_ - ON THIS SHEET ARE BEING
iNRm4vM1ATEAaFasf7a�Ln+1Y! 14 ,/ ,:=.\ USED FOR THIS PROJECT.
Z EN31 INN p= I EA01 RRO EME
- - rXr XeNFEAVE RAIL
1S SiEl w A?M - *EMAPMYJ SZT 2 3
= - a 2-94OR1-95 EA. CUP _: rEW1AE5 Si°wN AN°�lI3IIi
CONTINUOUS ANGLE f - ARRAN6FS4fftTSVABYIEavE
pA9.�51D SEAM VfA 'Xi'I ]/8' ANG.c EA01 SIDE
. d ; • ' SPACER FOR INCLUJ SUPER GUTTE ! x Eaoi-.L,NS
• OyIFAci' cF�ARs3O ( MM--4' SLAB • - " - .
OPTIONAL CUT OF &CAP wR3mAL•A1R 9.5 XPh•IONG °
�PlwLmw ,•
• IA�9.8x.P4IIrD OjllEit�t�! FASCIA _ .
o °
4-&'14 SMS PER CUP THRU ix3 - _
• •• - ,• GUTTER GUTTER BRACE ®tR1Na.ID DPI BAIX B(TAtBSDN Tu W ffis vER Pme lRRm FAsr LAP
• BDjT�•I R--. AAB, FAS7eZ7 TD i `• WE85 Oy81 POSE Arm FASIFN®
s25Tw :! EAm sln s 5 x fA- Lam. � 'NO113 EAOi A4 S 4S EACH SIDE G G i O
mm srnev slam OF M Arm °m Ecr : J �J / v
TYPICAL [SEAM BEAR11VGj WALL SEMON SUPER GUTTER CONNECT101V DETAIL mSIDE mw/ t.to x 1WAr14.0-C
' - ... SUMWS UllMEC= UM EAIXID EASE NAY EEay4Li m WHEN 030rMOIS SIDE WALLPOST/m11/Pm
..
~ - CONCEALED FASTENERS OR SLpa[R°r$AREUTIL® A
WH3Z RSiLM ARE XnAC3trM CtA.GONAL ROOF ML-XMG• MZACM J 1 ! - _
�E&q=(;PLA1�. c6aeM OL UrjgL BRR@IG ARE THE RESPONSiBILITY OF THE NOTE: DRAWINGS ARE
mfmFLrlDn CONTRACTOR OF RECORD sECrtoN rz) ATSOIEEN SAVE ON ME WALLSNOT TO SCALE
ZYs- x 3'h- X l/E• 8At>4TIGpUPE '
LRE4uwm w wm0mr z❑0 AmHAfm;EmEj (FOR WINO ZONES 120 MPH AND GREATER)
tgREl,gm� _ _ rw!(30• x 118. 8ACm46 FLKM ¢N�N�S °REiZL�IIRE EAQmIG - - R. A DUNLEA P.E.
------ IRE4LIwE m wmD ZONE. L28 NFH MU AEWEI . ' FLA3$ ExTEND O(P.GONAL 2AP(1NG•BAGONG RRIS '
4 LaS-m FRGMIP mEFAcEor 1513 CERVANTES PLACE
i-=1lH' N+GLE eAGi EaE 4 Ou}i 1 \ -_ — ------ POST INTO SCRPN SP[ NS OFHOLLOW
:u _ ._ — _ �,_T — —_ v_ s ��—_ G6ii(1uraHeEDMErrrMu�lunt) THE VILLAGES, FLORIDA 32159
ea-aC6TOwDIm w,oF -.upANO --� "------=--_== 1 i. • ; _-- - --- (772) 285-6444, (352) 750-6207
aarTAM FAOF O7FS SPACED
R1PLR1 a GMT OR FLORIDA P.E. Lic. No. 42835
uID FAS'R3rc1L5 �ar� eaurl ` \` 1 - _ --
' RAIL
\ MAY BESLOPW G OR Ft�LIIDNTN..'NCrrl
\ L8 LO GG6L(lilS4PLN �eH�6 z�-..uaAra�EAals� I ` 1 ®��Cgp4lDe@s'FiBssaQe
3 EVN-14Ems.a m P4RLm'NEL \ HOLL:f Pu;u-c4 ,
AM EAri UMEEAH wa I ` MAY 8E SLUPW OR HORMONTM.-A; TH• ®®No A�T H.�;vyO. �.
an Tklra RLram+G LVe LONG Aaa s s FROM RmO DE O Q� •f • • • • • e j • • • G p GJWHe:14lYALSO 8E USER Mom afro Miss i SG:E'H m7m
FAS%7'Ea AB S4DWIY1 I - '4 �� • _Y 6.
\\\\ •
tweAC@7GPIn-r3;.Am 6zw Sty POD NOLtL'H MIPL.R`D
RWQfi7wC711 H7r1 ZUH6 /NO •mW=Z^No \ 1 •
\ sT0 u9 MW, DG-: 44Ia. V"5 efM FUPLftC- �ir ?E,>�c= MAT T1iG'PfJ.-i---�j I 2w • 0'4- •
`-\ L/8• EAG@IGA!„Tc AF®5 =1R 4•LS QfiD HGLOv/ R1aL.RlS >ccC1 • ' V I / 00,
• �L
R�,pLRLJ a Dn Hwl mxs AI1D �cr---Il fN vmtD z�xr TCON / AI+IGL`-/ PANENOP IFIT�nfsi I U 1
uPm Lt9Hh+, i=4 -La-iS WMP.RLR's �• $TA OF �'
O k/ •:
SK- f0N / aNGL/C-i4NNEL OP. PUPJ I`� 1.0 aEaM :0NNEC-r C7NNc A , c - f P • • _ �! CPI N/ _ONCE L : aCI c ♦ • • a
_ IhfT-�sIAL FAST�i[N6 aT ZnPTNc PuaLir'1= G (`JS , ♦4do ss. l O R10•
f-- �4. �Ohp►L �.••••
i?! cL /AT!GP15 / GiR T TO r0_ i
?fiPONNEC, i a0M5
rsBsaPR0i5?O�s,