HomeMy WebLinkAboutSUBMITTED PAPERSDate:- , Fee Due: Recei t# Permit #
d l a-�� P q1 vlo NOD- 0 �l
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
m Building and Code Regulations Division
• 2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553 / \ NU
SCANNED Application for Aluminum Structure Permit X�
BY All information must be complete and filled in to be accepted. -" „ -0 Q
Lucie COunfy ROJECT INFORMATION
1. LOCATION/SITE ADDRESS: ✓��; 1�lC / �,P� k e
�x
. PROJECT -NAME: ®� ti1G�'/El SITE PLAN NAME:.
.3. PROPERTY TAX ID 3u[JZ- (p p¢� 0Lkgo - ODD -
4. PLAT BK �% PAGE BLOCK LOT 4z
5. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS X
6. SETBACKS (ACTUAL) FRONT:
RONTI-. BACKo RIGHT SIDE�41C E9 T SIDE: c� C
7. €BRIEF EXPL�.ATTON HE DESC TION OF W 1��'�G��/� / G a?
2
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition
R = Rebuild
SQ = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIMENSIONSle
SQUARE FEET OF
CONSTRUCTION
SCREEN ROOM
N
W EXISTING
I0 X /-�Vy
l od
El CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3
SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP.
SHED c'
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
1:1 NEW ❑ EXISTING
X
El M H ROOF OVER
❑ NEW ❑ EXISTING
X
ROOF SYSTEM OVER
EXISTING ACCESSORY
STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
'TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $
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.04/0612011
OWNER INFORMATION
rr
NAME: ID" r'"0, v�TOr� h
ADDRESS: �5 3
CITY: STATE: FL- ZIP 3 `+ Q 1 0 2'
PHONE (DAYTIME): C1I'L 4\% ' � �' I I 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):
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME:
QUALIFIER'S NAME:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): (_) FAX NO. email:.
ARCHITECT/ENGINEER: iZOYX �'�C-
ADDRESS: (S3 iPd-fitidfCS PI
CITY: ✓�iJ VP STATE: f- 1, ZIP 32l Sr1
9 PHONE (DAYTIME): (1171 .. Z�' - to 4,4ti
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)
. OFFICE°.USE :O1�LY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
�j
LAND USE
LOT CVG %
Permits
' \ s
Required
REPORT
[ L� 1,
BIMS FEE
Lt
MISC FEES
TOTAL FEES
CODE
/ i
J
$UILDIIVG '& ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
�� %
• •O
1[COMPLETE
II�TITIALS
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING,, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in high Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand_ that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms.
' -
O,W,NEROR CONTRACT SIGNATURE
STATE OF FLORID
COUNTY OF
The foregoing instrument was acknowledged before me
me this day of ,� 201�L
bXIMIL
who is personal " own , to me, or who has
produced
J ur 1 c-"• /
IMPORTANT NOTICES:
CONTRACTORSIGNATURE
ATE OF FLORIDA
IUNTY OF
foregoing instrument w acknowledged before me
this day of 20 ,
Xispernally known to me, or who has
on.
(Seal)
Signature of Notary
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
a
PLAN REVIEW SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
Tom' 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 4t' 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, girls,, 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.
Property Appraiser - St.Lucie Ca ,� •�`, FL
Page 1 of 1
Donna E Danforth Record: 1 of 1
Property Identification
Site Address:
5315 HICKORY DR
Sec/Town/Range:
02 :36S :40E
Map ID:
34/02S
Zoning:
RS-4
Ownership and Mailing
Owner:
Donna E Danforth
Address:
5315 Hickory Dr
Fort Pierce FL 34982
PROPERTY RECORD CARD
«Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print
��UGIE C
ParcellD: �3402 608`-0�440`000:5 C> �G,p
Account #: 37520 ' ye
Use Type: SF Res
City/Cnty: Saint Lucie County
Legal Description
INDIAN RIVER ESTATES -UNIT 07- BLK 51 LOT 46 (MAP 34/02S) (OR
3598-922)
Sales Information
Assessment 2013
Total Land and Building
Date
Price
Code
Deed
Book/Page
2013 Final:
46400
Land Value: 10100 Acres=0s :34`�
1/23/2014
87000
0001
WD
3598 / 0922
Assessed:
46400
Building Value: 36300
12/6/2013
58800
0111
CT
3585 / 2438
Ag.Credit:
0
Finished Area: 1400 SgFt
11/1/2005
185000
00
WD
2408 / 2233
Exempt:
25000
8/18/1998
53000
00
WD
1166 / 2516
Taxable:
21400
2/1/1982
6200
00
CV
0372 / 1100
Taxes:
433.41
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType: HC - HC
YearBlt:
1984
Frame:
-
Grade: C - C
EffYrBlt:
1984
PrimeWall:
HP - Hardi Plank
StoryHght: 0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 2
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/26ath: 0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units
Qual. Cond.
YrBlt.
No. Use Type
Type
Measure Depth
FEN4 - CHAINLINK 4' Y 1
110
AV AV
1984
1 0100-SF Res
BCS -Front Ft
117 125
DWC - Driv-Concret Y 1
500
AV AV
1984
FNW6 - WOOD FEN 6' Y 1
45
AV AV
1999
THIS INFORMATION IS BELIEVED
TO BE CORRECT AT THIS TIME
BUT IT IS SUBJECT TO CHANGE AND IS
NOT WARRANTED.
http://www.paslc.org/paslc/pre.asp?prclid=340260804400005 2/12/2014
Planning & Development Services Department
Building & Code Regulations
o 2300 Virginia Avenue
Fort Pierce, Florida 34982
_ x
(772)462-1553 -
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations. Initial 1� 1)
I understand that the building official and inspectors are not there to design or give advice on how to meet
the minimum code. Initial —17
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the
cost of the license. Initial Q
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and related medical
cost, which could include loss of wages during recovery from their injury. Initial to
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Departrqent to the Florida State Department of Professional Regulation. Signed and acknowledged on this
day of In CXr of 20
Owner/Builder S a e
STATE OF FLORIDA L
COUNTY OF �r�
The pregoing instr m Rtwas ackna edged before this c� -r 20
by ersonally known tome, or who has
c>,,- 14 _Hy_ JT—
Type or Print Name of Notary (Seal)
Title:
SLCPDSD Revised 07/22/2010 ' MY COMMiSg;pN E4 083530
Q=
°�•..... � EXPIRES: April 12, 2015
.F, ;; ; °��` Bonded Thru Notary public Und�rwrifers
LQ7- 23
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ADDI -. � S OR DELETIONS TO SURVEY MAPS SURVEYo11 t!
ABACUS LAND SURVEYORS, INC. SETS A STANDARD MARKER OF A 1/2' IRGN
BY OTHER THAN THE SIGNING PARTY IS ROD AND A CAP MARKEDLB 7025 AT ALL CORNERS, UNLESS OTHERWISE NOTE
PROHIBITED WITHOUT WRPITSN CONSENT HEREON.
OF THE SIGNING PARTY. SAID CORNER IS SHOWN AS = • AND FIELD SURVEYED ON/1 ,/ !4
BASIS OF BEARINGS/ANGLES BEING THE e` 4QE45' • LINE OF
Lor PER RECORD PLAT, OR ASSUMED AS SHOWN.
ABREV7 ATI ONSi
FD. = FOUND E/P = EDGE OF PAVEMENT
(R) = RADIAL -///- = OVERHEAD UTILITY
CC) = CALCULATED H.M. ❑ = WATER METER
(M) = MEASURED e = POWER POLE
COPY
(➢)DEED OR DESCRIPTION U.P. ®= UTILITY PEDESTAL
(UN-R) = UNREADABLE ®= WELL
I
I.R:C. = RON ROD & CAP a.- SATELLITE DISH
I.P.C. =RON PIPE & CAP t = CENTERLINE
_ CM = CONCRETE MONUMENT C = DELTA
P.C. = POINT OF CURVATURE L = LENGTH
P.T. = POINT OF TANGENCY R = RADIUS
P,R.C• = POINT OF REVERSE N&D/T = NAIL & DISC/TAB
P.C.C• = POINT OF COMPOUND R/W = RIGHT-OF-WAY
CURVATURE ®= ELECTRICAL TRANSFORMER
P.C.P. = PERMAMENT CONTROL POINT
D./U. E. = DRAINAGE &/OR UTILITY EASEMENT
MICHAEL R. LAWSON DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY
EASEMENT, RIGHT -OF -NAY, SETBACKS, RESERVATION, RESTRICTION, OR
SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY
....- .�:._.-. VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF
ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN
�`- �`' T r'?'r'I ATTORNEY.
MIN, ;9F I SAnC C R Q,
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
�7ff RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
FRONT �� JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, SLAB,
AND/OR FOUNDATIONS, IF AN�E NOT BEEN LOCATED, OTHER THAN SHOWN.
y iIES 'A
LEGAL DESCRIPTION PROVIDED BY CLIENT.
r
THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO
C NR SIDES �` (� HEREON, AND NO OTHERS.
OWNERSHIP OF FENCES UNKNOWN.
"- ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA)
`. FLOOD`7�! INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE '1'
;{ COMMUNITY PANEL # ------- t7-DATED
BASE ELEVATION
BOUNDARY SURVEY
PREPARED FORI
- ,0 acJ,J/7( EZ /SE �flc1 Fo.�4T�
7//A
r� 1I10 ' iK
• C .Q� /J/�l1Jt� I �d �l�J
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT
THIS SURVEY IS TRUE AND ACCURATE, SUBJECT TO
ALL NOTES AND NOTATIONS SHOWN HEREON.
141
MITEL R. LAWSON PSM 5723 DATE
LEGAL DESCRIPTION
LOT S/4 BLOCK S / , OF
/uAi/x) aarSet/ez)
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOKle , AT PAGE 7-Y OF THE
PUBLIC RECORDS OF Sr. 10CMr COUNTY, FLA.
REVISIONS
ABACUS LAND SURVEYORS, INC.
389 S.E. GASPARILLA AVE.
PORT ST. LUCIE, FLORIDA 34983
(772) 336-9931. LB 7025
SCALE ` Al JOB NO /"' - ZrZ��
7
F.B. / PAGE �''
um
►i
TABLE OF ROOF DEAD' . COLUAINS, PURLINS A] . GIRTS:'
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 7'-5", 147 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 ROOF MEMBER SCHEDULE
MEMBER
IMARKIMANF.1
WEIGHT
hRATERIA4
THICKNESS
ILENGTH DESIGN BASIS
#
SKIN
POLY SKIN
FT..
FL. PROD. APPR.
POLY ROOF PANEL # 1
PRP1
ELITE
I 1
ALUM
3"
0.024
1 11'-0"
FL7561-R2, DWG.
OR =
FL-1001, 2-20-12
MAIN MEMBER SCHEDULE
MEMBER
I MARK
I SIZE
I MATERIALl
TYPE
I THICKNESS
ILENGTH DESIGN BASIS
b x t
ALLOY
W
I F
I FT.
COLUMN # 1
COLUMN # 2
COLUMN # 3
CHAIR RAIL # 1
CHAIR RAIL # 2
CARRIER BEAM # 1
CARRIER BEAM # 2
EDGE BEAM # 1
Cl
2x3-7
ALUM
HOLLOW
0.070
0.070
7'-5"
CALCULATION
C2
2x3
ALUM
HOLLOW
0.050
0.050
7'-5"
CALCULATION
C3
2x3
ALUM
HOLLOW
0.050
0.050
7'-7"
CALCULATION
CR1
2x3
ALUM
HOLLOW
0.050
0.050
5'4"
CALCULATION
CR2
2x3
ALUM
HOLLOW
0.050
0.050
4'-10"
CALCULATION
CBI
2x3
ALUM
HOLLOW
0.050
0.050
5'-6"
CALCULATION
C132
2x3
ALUM
HOLLOW
0.'050
0.050
3'-0"
CALCULATION
EB1
2x2
ALUM
HOLLOW
0.046
0.046
10'-0-
CALCULATION
ADDITIONAL SITE SPECIFIC INFORMATION
THIS POLY ROOF SCREEN ENCLOSURE IS LOCATED EAST OF THE U. S. ROUTE 1, WEST OF INDIAN RIVER DRIVE AND
SOUTH OF MIDWAY ROAD IN FORT PIERCE. THE INDIAN RIVER IS CLOSE BY AND THE OCEAN IS JUST BEYOND THE
RIVER. MOST OF ST. LUCIE COUNTY HAS A WIND SPEED OF 140 MPH BUT SINCE THIS ENCLOSURE IS RELATIVELY
CLOSE TO THE OCEAN THE 'ATC WINDSPEED BY LOCATION' PROGRAM WAS USED TO DETERMINE THE WIND SPEED.
TO BE 147 MPH. HENCE, THE SELECTED DESIGN IS 147 MPH WIND SPEED, EXPOSURE C, RISK CATEGORY 1.
THE POLY ROOF SCREEN ENCLOSURE IS 7'-5" IN THE FRONT AND 7'-9" IN THE BACK AT THE HOUSE, WHICH GIVES THE
ROOF A SLOPE OF ABOUT 0.4 INCHES PER FOOT. THE POLY ROOF SCREEN ENCLOSURE IS BEING ERECTED ON A
NEWLY (BY OTHERS) NOMINAL 4" SLAB WITH AN 8" x 8" PERIMETER FOOTER. THIS FOUNDATION IS ACCEPTABLE
FOR THIS ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON SHEET 2. THE POLY ROOF AND SCREEN CONNECTION
DRAWINGS ARE SHOWN ON SHEETS 3 AND 4.
,y.
GOINITIMACTA OR OF MR MAY BE NECESSARY IN ORDER In
SPECIFICATION DOTES AND DESIGI 'ARAMETERS:
POLY ROOF SCREEN ROOM
1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20-OF THE FLORIDA BUILDING CODE (FBC),
DWG. # AQC-2014-124, REV. 0
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.
January 31, 2014
A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT 7'-5", 147 MPH , EXP. 'C'
B WIND IMPORTANCE FACTOR (0.0707) AND BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND
SHEET 1 OF 4
AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C.. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10.
C DESIGN PRESSURE: SCREEN WALL (18114), WW @ 23.76 PSF, LW @ 18.48 PSF, FOR SOLID ROOF @ 23 PSF PER TABLE 2002.4.
GENERIC DESIGN DATA
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.
HEIGHT 7'-5", 147 MPH, EXP. 'C'
F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
A QUALITY CONSTRUCTION, LLC
2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
3531 S. 25TH STREET
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE.
FORT PIERCE, FL 34981
B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
OFFICE (772) 343-0805
300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
FAX (772) 461-3038
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.
LOCATION:
OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
NAME:
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.
DANFORTH RESIDENCE
ADDRESS:
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
5315 HICKORY DRIVE
CITYISTATE:
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 FORT PIERCE, -FL 34982
COUNTY:
1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE 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 I OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE.
FOR BUILDING OFFICIALS ONLY:
THIS DRAWING IS ONLY ACCEPTABLE
FOR BUILDING PERMITS & ONLY WHEN IT
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
HAS THE ENGINEER OF RECORD'S RAISED
ANY TWO BEAMS MUST BE THE LISTED SPACING, +l- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
SEAL. COPIES ARE NOT DEEMED VALID.
THIS DOCUMENT IS THE PROPERTY OF
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
R. A. DUNLEA, P.E. AND SHALL NOT BE
7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS:
REPRODUCED IN WHOLE OR IN PART
A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH.
WITHOUT THE WRITTEN CONSENT OF
B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER WITH MINIMUM ENGAGEMENT OF 2-1/4".
R. A. DUNLEA.
8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: R. A DUNLEA, P.E.
A SOIL MUST BE WELL COMPACTED AND. TREATED FOR TERMITES PER COUNTY REQUIREMENTS, 1513 CERVANTES PLACE
B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, THE VILLAGES, FLORIDA 32159
C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE, (772) 285-6444, (352) 750-6207
D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE. FLORIDA P.E. LIC. No. 42835
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: tollm•nexAmA 44,
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, o�.t PF,i Ho /�},
B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. ''���� �° • • • • • • 'Q�rI`
10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: •
A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, �k °
B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE.Sa •
� b • �•
° T • �
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. 10 F •• �:
12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, t�� • • •� ° \`� ���
PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. �t1`�dlL" 0000
HOUS
HOUSE
r� I
I
'7
L
SITE SPECIFIC DRAWING }
HOUSE
HOUSE HOUSE HOUSE 7'-8" I
E
3" 1 LB. POLY ROOF w/ 0.024" SKIN
OVERHANG IS UP TO 12" ALL AROUND
14'-0"
PLAN VIED!!
'-5"
3" 1 LB. POLY ROOF w/ 0.024" SKIN
CB1 2x3
CB2 2x3
CBI 2x3
DJ
<-C2 C1->
<-C1 C2->.
<-2x3 2x3x0.07->
DOOR
<-2x3x0.07 2x3->
CR1 2x3
CR1 2x3
KICKPLATE (KP)
EKICKPLATE
1x3
1x3
5'-6" 3'-011 5'-611
14'-0"
FRONT ELEVATION VIEW
1x3
KP
<-EB1 CR2->
<-2x2 2x3-> 1 x3->
C3 2x3
KP
<-EBI CR2->
<-2x2 2x3-> 1 x3->
6'-1 "
7'-5"
RIGHT SIDE ELEVATION VIEW
7
POLY ROOF SCREEN ROOM
DWG. # AQC-2014-124, REV. 0
January 31, 2014
SHEET 2 OF 4
SITE DESIGN DRAWING
HEIGHT 7'-5-, 147 MPH, EXP. 'C'
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
NAME:
DANFORTH RESIDENCE
ADDRESS:
5315 HICKORY DRIVE
CITY/STATE:
FORT PIERCE, FL 34982
COUNTY:
ST. LUCIE
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
RIGHT SIDE ELEVATION VIEW
7
POLY ROOF SCREEN ROOM
DWG. # AQC-2014-124, REV. 0
January 31, 2014
SHEET 2 OF 4
SITE DESIGN DRAWING
HEIGHT 7'-5-, 147 MPH, EXP. 'C'
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
NAME:
DANFORTH RESIDENCE
ADDRESS:
5315 HICKORY DRIVE
CITY/STATE:
FORT PIERCE, FL 34982
COUNTY:
ST. LUCIE
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
CONNECTION TO STRUCTURE' an
WOOD OR CONCRETE
?? SEE GENERAL NOa t =10 FOR 1MliA1A"
migm
�414° LAG BOLT @ 10" O.C. & ENDS TO 2„ SOUND
4caA, ENSURE FASCIA IS SECURELY FASTENED TO
EACH RAFTER WITH (1)�'4" X 3' LAG MIN, CENTER 024"
aSHING "
GS TO 12AFi ERS. ENSUlY-E 1',(Z" MIR, PENETRATICN CONCRETE
TO AVOID SPLITTING SEALED TO
PRE -DRILL HOL=LE
OR FILLED WALL (i ,, P)
MASONRY$ _1314'
Ehj�7 EL1 E
OR ASS Rq�FR xi%4" EMBED .: `, �EP•23
TAPCON La 2
FROM , °
ENDS BAL @ 19
T % \ MAX. O.C,*
2° NOMINAL STRUCTURAL `ELITE \
FACIA MINIMUM EP-23
14-&" SMS @ 7' O.C. (8) PER 4' PANEL TOP a/ *NOTE: USE 1/v"xi3/4" EMBED
BOTTOM. ADD (2) SMS 2" a 4" FROM EACH TAPCONS, 2'I & 4�j" FROM ENDS,
ENCLOSURE END TOP & BOTTOM. HEAVY 1141 MAX O.C, TO HOLLOW BLOCK
ADHESIVE CAULK TOP & BOTTOM CONTINUOUS
FNC.LOISURc T O CONCRETE DECK
ANCHORING LNG DETAIL -
"'SEE GENERAL NOTE #10 FOR Li ITATION
COLUMN PER TABLES OR [3"x3'x3-As- ANGLE WITH (2) 3/.I'XI:5q" EMBED,
SEALED SITE SPECIFIC TAPCONS W/ %" MIN. WASHER DIAMETER TO
DRAWINGS/CALCULATIDNS SLAB, 2%' APART & 3" FROM SLAB EDGE & (6)
#14 SMS TO COLUMN, %' FROM ANGLE EDGES,
ONE EACH SIDE OF COLUMN
o -
� a o
Q9 �
0
�_y
NSW/EXISTING CONCRETE SLAG & FOOTING. SEE SITE SPECIFIC
DETAIL.OA ADDITIONAL FOOTING ENGINEERING SHEET
EAVE 13EAM CONNECTION @ WALL
r-SEE GENERAL NOTE #10 FOR LIMIT TION
liEPS POLY (USED AS REQURRED WHEN
ROOF CONNECTING TO WALL)
1/4" THRUBOLT THROUGH
\� 2"x3'x)§° ANGLE TO ROOF,
i C ` 3"X3"�e° ANGLE FASTENED TO INSIDE &
G BOTTOM OF CARRY BEAM W/ (?)'/4'
CARRY BEAM PER L3 -.I THRU601:15 SIDE, (5) #14 SM5 BOTTOM,
TABLES pR SEALED FASTENED TO CBS WALL W/ (2) J4°Xl%4°
EMBED TAPCONS OR TO WOOD (MIN 2X,
SIT^ SPECIFIC TNTEGRITY BY OTHERS) WITH (3)e14x1Y2"
R(. AI E CfOn N F PC
FRONT E LE VAT
SEEALUOWT
-� ' --
T iNUOU _ MIN ZOOS- plT i ='�" , ER
Cr UL4y`lG ' ' i.• . MAX .S _" IN
° 5 ,
SECTION '4 T �EA,,: �7 LNG
COLUMN
c
`JE & a G EP.AGiNC. TABLE
EXP I IA',0.024'I4°,0:032°
I
1�0 3 I
SF
11' O,C,
12' O,C.
-?EER
.INcL
+3ANEL
1100 C
110 C
1�p C
30
PSr
3° O.C.10,
O.C.
�7�ANrl
r
NEL
?j0 C
PSF
?9
15p C
12x%i" SMS @ ;.v
TYP, TOP aL
El rF4
3Eti OM
+(L = `NAL LOAD
GUL--_ER°°
s . ° , , ° = ROOF LOAD
(ai=T-).
LEA
°RL
°°
CARRY BEAM PERT'ABLE5 CR.
SEALED SITE SPECIFIC
OPTION 1: USE Y4'` LAE BOLTSI-4-coLumN
W/ 1` TWIN. WASHEROIAMEFER,-1DRAWINGS/C?ALCULATIQNS
1° MIN. LONGER THAN PANELBOTH
OPTIONS: (2) % THRUBOLTS,
THICKNESS SPACED PER LAGCARRY
BE M TO COLUMN
SPACING', TABLE THIS DETAIL,NOTCHCOLUMN
It9 CENTER To FIT
OPTION 2: "4' TIHRUBOLTS TOC.ARRY
BEAM SNUG
ROOF, 4" FROM ENDS & 17-501H
OPTIONS: 3°x3'"Vs°ANGLE, (6)
O.C. T`O 2'x2"Xi ANGLES:1-4SMS
`EA LEG, EA SIDE OF COLUMN
(EITHER SIDE IF REQUIRED BY
BUILDING 9FPT),
PER TABLES OP. SEALED SIT E
SPECIFIC DRAWING/CALCULAT1ONS
SECTION
AT SIDE OF ROOF PANEL
l?' LAGS, 4' FROM EN{15 ✓124' MAX. O.C., 1' MIN
LONCERTHAN PANEL THICKNESS TO SECURE ROOF
SM5 Iv
TO NON•PRIMARY WALLS ONLY- CAULK ALL SCrEW
HEADS
Y
TYP, TOP &
aaTToM ,
ELITE PROF
a
° PANEL
ELITE
2 X 2 BOX
END CAP
MIN,
OR
VALANCE
2"X2"xye' ANGLE, (3) "14 SMS EA
0
LEQ, EA SIDE OF BEAM „.
�R U S T ON S: TOP iiYP BOTTOM)
4ERIFY MELD EXTRUSION I �/ p97" r SEE TABLE BELOW
1MENSION5 MTIH DESIGN
IMENSII1NS.P4UORTOUSE, I 2"X Y
ALTEP.NATE ENGILVEFRINC %,AlI6L 2 X 3 SIOE 0.093' TUBE
E REQUIRED FOR DIMENSIONS SOX (5
i LsS THTA14 THOSE AS S;*af4LLEO BEAM T BL=
HEREIN. ALL EXTRUSIONS TOBE �
5063-Ta,vMyNUM• a BELG4{j
0 2 X VARIES SIM: Z' X 2° .".
e ! 4 SM5
I I ^ LAP of hl �r-^ I 0.045" & 3" X
" - @ ENDS a l 3' X 0.093'
i 2.0 ° 24" O.C. I (NOT SHOWN)
z MAX TOP
& SOT -TOM
2.G° —?
.p93" CAP, i
.12S" I ; z X 3 1zs°
3 X 3 ' BNA? BEAM TOP SIOE 2_
SCL'AP` "� BEAM Y,I -
1i v4 av ,045' DEPTH AS
TLE E I I 3 n 4" ,050' N I P CUIP.ED
2"^ _ 0s7^I I 12° i1IN,)
( ) I V -
' 3" SOUftr.E J I ° _ 2n5 Z:4 i.072° i� - 2' OR 3 —�
j j--- 2.0 ---( 5 •r I Z C10 ,39G „092'I :NGL
BEAM SPLICE
OVER COLUMN
(1) W LAG BOLT IW a
EACH CARRY BEAM E Nfgr,,
EMS E4. I" MIN LONGER. T hIAN •"
OF PLATE PANEL THICKNESS
ISIOE
%
a z' °
CARRY 3EAUd
wme
ALUt4 P1TE-ON EACH
SIQE a CARRY 5EAM
COU.1Mrl PER T A}L=S .
WHEN FAS T FNIN TO
A.L'UNIINUM-US ETRUF.ASr.'HD-X
3/4"') AT Y O.C, FOR UP
TO 130 NIPH'WIND SPEED
EXPOSURE- "D"; F O.C. FOR.
ABOVE130 MPH -AND UP TO
1�Q MPH WIND'SPEED'
EXPOSURE "D" "
CAUL'' ALL EXPOSED SCREW
HEADS VIVASHERS
FOR COMPOSITE -ROOFS:
#l0 x (i + 1/2") S:LV.1.S. W/
1-1/4"0 FENDER,.WASHERS
@-1.2" O.C.'(LENGTH:= .
PANEL THICKNESS + 1")
@ ROOF BEARING ELEMENT
(SHOWN) AND 24" O..C. @
NON -BEARING ELEMENT (SIDE -
WALLS)
mzM KNEEB-RACE
Im D ETAI L
C*ZR" 3EAM PER -?ASLES OR
SE U-_0 SiTo� SPEz.FIC
I `�I 7RAV,�ING /CALCULAi?ONS
I
i
2 X4 BOX, BACK
END SIM MITRED
W/ /3" U-CLIP, (4)
#14 SMS IWO
COLUMN/CARRY
BEAM, (2) ;#14
SMS INTO E4 SIDE
OF KNEBRACE,
TYP.
COLUMN PER
TABLES OR SEALED
SITE SPECIFIC
DRAWING/CALCULATIONS-,__.
FOR PAN ROOFS:
(3) EACH 98 x 112"LONG S.
PER�T2".PAN-EL Wl: 3T;V
`ALU I%IN'U M: PAN--'VlASHER
ROOFPANEL
SUPPORTFNG' BEAM
.._ L it
-EL TO BEAM
R; J* ..
COLUMN '
(TAPCON OR EQUAL)wl .
2" MII N.
'x 2" x 118" ANGLE EACH SIDE .
-#14 SMS EACH SIDE
1" O.C. MIN.
2" MIN.
� � � CONCRETE PERIMETEF;,.•i„ .,� '
COLUMN / FOUNDATION FASTENER FOR 2x2 AND 2x3 .
-� NOTE: LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY=1,100#, SHEAR CAPACITY = 2280.
1) THIS DETAIL MAY NOT, BE USED FOR COLUMNS LARGER THAN 2" x 3",
.2) TWO (2) Vir DIA BOLTS MAY BE SUBSTITUTED FOR THE 3 -#14 SMS (2 BOLTS REPLACE 6 SCREWS) .
3) CONCRETE FASTENER_ SPECIFICATIONS: CONCRETE FASTENERS MUST HAVE A (MIN.) ULTIMATE TENSION..
CAPACITY OF 2,560$01.R A WORKING (MINIMUM) TENSION CAPACITY OF 640#, AND, A (MINIMUM) WORKING SHEAR
' CAPACITY OF 300#.. (DO NOT SUBSTITUTE 318". DIA. CONCRETE ANCHORS FOR LARGER SIZE ANCHORS.)
� Is
POLY ROOF SCREEN ROOM
DWG. # AQC-2014-124, REV. 0
January 31, 2014
SHEET 3 OF 4
POLY ROOF CONNECTIONS
HEIGHT 7'-5", 147 MPH, EXP. 'C'
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
m
LOCATION:
NAME:
DANFORTH RESIDENCE
ADDRESS:
5315 HICKORY DRIVE
CITYISTATE:
FORT PIERCE, FL 34982
COUNTY:
ST. LUCIE
THIS "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
1j 2 3
4 5 G)
7 8 9
10 11
NOTE: DRAWINGS ARE
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
NtATHO -*4
�® ISTAT OF Q
'��°• '� O P . •��i�E
is
.7.
c L:✓E�rl3.�CK. :�C
OF ROS
AND ='" _._.
i
FRONT'WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
#10 x 1-1/2' S.M.S. MAX. 6'
FROM EACH END OF POST
AND 24" O.C_
- ALTERNATE CONNECTION,
CpNNECTION
S.IV15
�LTc�iNATE
WITH5E4N1./
-pETAIL 1" x 2- WITH
HEADER
• THROUGH SPLINE GR COS/��
T 10 1-1lZ" S.M.S. INTO
(")
Li
_
SCREbv 3oss
1
_
_ _
I1M. S. IN { v
l=•! R
SC
1 -_
� i
.� E
.ANGLE CUPS 1bWY 5c
_
- SID=',V. EAAER
EW 3CSS
c�
SUGS71TUT_DFORINT_RINAL
�— ��`J-� ^-
- ��.:-, ° C:=EN
ANGHDR i x _° LATE TC
_-`
EvV/
SCR. S'�STEN 15
7 �C K'r\!; 'rll�i. ^' _.�� :-
i S.bl_S.
CCNi:R�= "V/ 114" : =-'i_"
= .ANC, WITHIN
CONCZ1 ANCHORS T HIN
1
6" OF E,ACH SIDE OF EACH:
T:•+ i
'
MIN: (3) T10 x 1 112" S.M.S.
P05T :AND 24" O.C_ MA.:.
� 1
INTO SCREY\! BOSS
MIN. 3-1/'7 SLAS 2500 PSI
I i
l� L.
1" x'_" EciRUSION
CO NC. 8 : o - 10 x 10 W.W.M.
OR FIBER NIESH
'
1-1/9" MIN. IN CONCRETE
T__4�
SIDE WALL t�IRTATTACHED TC
VAPOR BARRIER UNDER
1" x 2" OPEN BACK W1 INIIN (^
. °) CONCRETE
10 x 1-1/2" S.M.S. IN SCREW
ossEs ALTERNATE HOLLOW UPRIGHTTO BASE AND
HOLLOW UPRIGHT TO BEAM OFETAIL
FRO NTAN❑ SIDE BOTTOM
RAILS ATTACHED TO
;ONGRETE WI 1%4" x 2-1/4"
:ONCRETE / MASONRY
\NCHORS @ 6" FROM EACH
'OSTAND 24' O.C. MAX. AND
VALLS MIN. 1" FROM EDGE OF
�ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
NOTE: A 2" SLOT, DEEP ENOUGH FOR THE EDGE BEAM, CAN BE CUT AT
THE TOP OF THE POST TO ALLOW THE EDGE BEAM TO FIT INSIDE THE
POST, AS SHOWN BELOW. IF THIS IS DONE THE CARRIER BEAM CAN BE
SECURED TO THE POST WITH TWO (2) 3/8" BOLTS, NUTS AND WASHERS.
3/8" BOLT TYP.
t
3 x 3 POST—> EDGE OR CARRIER BEAM
3/8" NUT TYP.
Corner Carrier & Edges Beam to Post,
COMPOSITE ROOF PANELS:
(4) 1/4' x 4" LAG BOLTS W/
1-114" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT_ AND 24"_O.C: ALONG
SIDES
POSTATTACHED TO BOTTOM
W/ MIN. (SIAEl0 x 1-1/2"
S_M.S. IN SCRE`•P/ BOSSES
LE.-COFT
71 RISER PANELS
TYPICAL UPRIGHT DETAIL
HEADER ATTACHED TO POST
IN SCREW BOSSES
1" x Z" OPEN BACK BOTTOM
RAIL
1/4' x 2-1/4" MASONIRY
ANCHOR @ 6" FROM EACH
POSTAND 24" O.C. (MAX.)
POLY ROOF SCREEN ROOM
DWG. # AQC-2014-124, REV. 0
January 31, 2014
SHEET 4 OF 4
STANDARD CONNECTIONS
HEIGHT T-5", 147 MPH, EXP. 'C'
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
h
NAME:
DANFORTH RESIDENCE
ADDRESS:
5315 HICKORY DRIVE
CITY/STATE:
FORT PIERCE, FL 34982
COUNTY:
I ST. LUCIE
THIS "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
ri) 9)
3
4
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