HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date: J a _,�� Fee Due Receipt#�I Permit # la,
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie County Building and Zoning SCANNED
Virginia Avenue
Ft. Pierce, FL 34.982-5652 BY
772-46271553 Lpcio �rgull��4
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 10 IVorfh AA_ ni+ 1)uo
2. S/D NAME M r(1T)dinMf1AITE PLAN NAME:
3. PROPERTY TAX ID
4: LEGAL DESCRIPTION (attach extra sheets if necessary): 0097 HCrjjurcm&�m-lljm
5. PLAT 6. PAGE 7. BLOCK 8. LOT
BOOK NO. NO. NO.
9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
/j itG 6 a.,1, 64T o h 1110 rpe y W AA-) l
10. SETBACKS (ACTUAL) 'FROM ' BACg 'RIGHT SID. LEFT SID
11. TYPE OF STRUCTURE (CHECK ALL APPROPRO 13OXES FOR EACH AND EVERY TYPE OF $TRUC )
TYPE OF CONSTRUCTION
N=New
A= Addition
R = Rebuild
SG = Slab on Grade
SR = Raised Slab
WD =. Wood Deck
DIMENSIONS
QUAD FEE F
CONSTRUCTION,
SCREEN ROOM.
❑ NEW Cr EXISTING
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ SUNROOM
❑ NEW ❑ EXISTING
X
❑ SHED
❑ NEW ❑ EXISTING
X .
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
❑ M H ROOF OVER,
❑ NEW ❑ EXISTING
X
❑ POOL.FENCE
Linear feet
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
TOTAL SQUARE.FOOTAGE OF CONSTRUCTION
12. VALUE OF CONSTRUCTION: $ I700dE-
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.
LV
SLCCDV Form No.: 001-02 Rev. 2119107 d
ERTIFICATION: �
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 Wiled 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.
CONTRACTO SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLO STATE OF FLORIDA
COUNTY OF COUNTY OF Ica
The foregoing instrument as acknowledged The foregoing instrument W acknowledged
before me this day of , 201L- by before me this2Q day of , 2011, by
\:,Ak11�a�...w.Ll , who ' erson
known me or who has produced , who i- erson-
known to me or who has produced
as -identification. identification.
Signature of Notary
ROBINA. ADM IS Signature of Notary
* MY COMMISSION A EE 101684
EXPIRES: June9,2015 -POW' R�INAADAMS
(SEAL) a}q����QQ Bonded 7hru Budgat NiL?ry Serft
(SEAL) * * MY COMMISSSION.A EE 101684
EXPIRES: June 9, 2015
oy�%aFM.�'Banded ihru Budge! Hola7 SeMces
IMPORTANT NOTICES: s
s.
• 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 TO SIGN THIS
APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION'
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL. 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.
OWNER INFORMATION
Ic
NAME: gey)OJA 17t,7
ADDRESS:
CITY: e ILSkiSTATE: U-) ZIP _ Y 3 D2
PHONE (DAYTRYIE): { _ -6q]5 email:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER: � (5121
ADDRESS: PC) 166045
CITY: wcen -STATE: W l zip
PHONE (DAYTIME): rl�i;�41 E
CONTRACTOR INFORMATION'
STATE OF FLORIDA REn�s- `G./CERT #: ST. LU�+CIE COUNTY CERT #:
2c�)2�
BUSINESS NAME: �-• 0 ��a� �t� d. t
QUALIFIER'S' NAME: ��W` Olm
ADDRESS: i- c, .
CITY: �� �1-c wee STATE: -F L
PHONE (DAYTIIv1E): (77Z_ `f �. C U Z Yf� FAX NO. YC - a z K %
ZIP 3 y p y %
email:+ n'm7nMW r-
l6hccl►t net
AR CT/ENGINEER: P nka(l� namn PY'( �
ADDRESS: O 8n_X 3675" 11
CITY: %¢�i1 I� STATE: _ I"� 2IP-1QSLs�
PHONE (DAYTIME): JAI
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 set 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,.3.... _ . 2.
.:f.^.:: _ i•i:=•�'� �>i.: y%ii.'7- �y S'...w:
..... � •, .. - ......... r.... � .:w. � .:r•. f ,mot-,,v�. �,l �:iH,.� _.aif`.gta.•,�w..
iL
.. .. .. ... .. .... .: .. li.,-.... '7.:...�:�t.'];r •;r:NJ. .r,:r .. �t". !`�_.
ZONING :... ..:..........>.....:.....:...�:_._:T....,..,.,.:...,� ... 2,: ,,r�a. •-:, �:,-
2:� � =?':� ...._ r: . -...
b'.� '..J v..[::::.a,e'.i1�..1
SECTION
/
TOWNSHIP
RANGE
vJ
MAP NO.
`v zu
j
Additional
Yes
ZONING
Pla
LAND USE
LOT CVG %
Permits
no
REPORT
CODE
/
BIMS FEE
5►�
MISC FEES
d
TOTAL FEES
$
BUILDING &ZONINGRE�W.4F:
. ._.
"...__._.. :.
Y.i;
,;:'i,.`�'.t...:.1--�d'`r:-'.�•,:uf:.�k�%.u:fir,.,i...Y.:. , ��
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4
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REVIEWS
ZONING
ZONING
PLANS
MISC.
VEGETATION
VALUE OF CONSTRUCTION
VIEWED BY
EXAMINER
USING ICC TABLE
DATE
/'
)-4 ' 2
I C "L 3
COMPLETE
`
l F
INITIALS
•
PLAN REVIEW SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas.
(1), ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 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; the location of the host structure and all materials must be sized and
identified thereon.
• All elevations must be shown, including 4 h wall detail, dimensions and all material must be sized and identified.
• AlI primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening of 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 2004, Chapter
M, 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.
(II) SITE CONSTRUCTED SHEDS, HAVINGAN.Y 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 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) MAYBE 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 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 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`s 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.
Bull irm Deftnils Paime! 10: 1411-708-O ,C� Card Number: 1 Acco ni Number: 7117
Sum At2a 9y Lab: •:'
%DPR = 280
X881=1120
Ujo..�
J7",P
--
Code
Description
Area
Perimeter
X8S1 -
Condo 1 St
Floor
1126
150
Living Area
(Value
Calculated)
XOPR -
Condo
Open
280
86
Porch
(Value
Calculated)
-baltz�e-k�
i
-o�-
rroperty Appraiser - Nt.Lucie t;ounty, PL
Page 1 of 1
Ronald E Ratz Record: 1 of 1
Property Identification
Site Address: 5163 N Al 120
Sec/Town/Range: 11 :34S :40E
Map ID: 14/10S
Zoning:
PROPERTY RECORD CARD
<<Prev Next Spec.Assmnt Taxes Exemptions Permits Home Print
Ownership and Mailing
Owner: Ronald E Ratz
Address: PO Box 10623
Green Bay WI 54307
Sales Information
Date
Price
Code
Deed
7/6/2005
100
01
QC
7/29/2004
200100
00
WD
11 /14/1995
64300
00
WD
12/12/1988
69000
00
WD
Exterior Features
ParcellD: 1411-70MO04-000-6
o'
Account#/: 7117
Land Use: Condo
``•,
City/Cnty: St Lucie County
Legal Description
OCEAN HARBOUR CONDOMINIUM
D- UNIT 120 (OR
2035-2498: 2326-2447)
Assessment 2011 Total Land and Building
Final
Book/Page 2011 Final: 99200 Land Value: 0 Acres: 0.02
2326 / 2447 Assessed: 99200 Building 99200
2035 / 2498 Value:
0985 / 0737 Ag.Credit: 0 Finished 1126 SgFt
0616 / 1722 Area:
Exempt:
Taxable:
Taxes: 2018.29
................................
Nal-M,--a
0010
View:
-
RoofCover:
-
Base
ExtType:
X096 -
OcnHarbCon D
YearBlt:
1985
Grade:
X96E -
OceanHarbDE
EffYrBlt:
1985
StoryHght:
0010 -1 Story
No.Units:
1
Interior Features
BedRooms:
2
Electric:
-
FuilBath:
2 `
HeatType:
-
1/2Bath:
0
HeatFuel:
-
%A/C:
0
%Heated:
0
Special Features
and Yard Items
Land Information
Type
Y/S Qty_ Units
Qual. Cond. YrBIt.
No. Land Use
PGAR -Condo GAR Y 1 10000
AV AV 2004
1 0400-Condo
Frame: -
PrimeWall:
SecWall:
PrmintWall:
AvgHt/FI:
Prm.Flors:
%Sprinkled
BS - CB Stucco
0
Type Measure Depth
OV -Unit 0 0
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS
NOT WARRANTED.
http://www.pasle.org/pre.asp?prclid=141170800040006 12/20/2011
ALUMINUM SCREEN IN -FILL PANELS WINDLOAD ANALYSIS
DRISCOLL ENGINEERING, INC.
PO BOX 357577
PROJECT NO. DAl l-307 Gainesville, Florida 32606
(352) 331-1513
1- NAME: R&R DEVELOPMENT CA 8690
2- LOCATION: 5163 N. AIA FT PIERCE, FL
3- DESCRIPTION: IN -FILL SCREEN PANELS
4- CERTIFICATION
I hearby certify that the accompanying wind load analysis for the R&R Development screen in -fill
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.
Screen Walls - 21.9 PSF
GENERAL NOTES
1. All aluminum extrusions shall be assembled and attached in accord with the manufacturer's 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 alloy (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 5 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 licenced 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 18X14x0.013 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. Fasteners shall be aluminized, hot -dipped or electro-galvanized steel; or, Alloy 304 or Alloy 316 Stainless Steel. Fasteners
utilized for post end connections shall have a minimum tensile yield strength of 92 ksi. All other fasteners utilized shall have a
minimum tensile yield strength of 60 ksi.
9. All fasteners use to attach aluminum frame members to concrete slab and/ or foundation shall be 1/4" dia.
2" min embed into concrete, embedment anchors shall be placed a min of 3" from edges.
10.. Contractor is responsible for protecting aluminum structure from dissimilar metals.
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 comer 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-185. 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- Foundation 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 allowbie bearing capacity of 1,500 psf. Minimum slab thickness
for aluminum enclosure shall be 4 inches with 6/6 10x10 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
CLIENT & LOCATION:
CONTRACTOR:
1►1A9 1
PREPARED FOR
R&R DEVELOPMENT
5163 N A1A
FT. PIERCE, FL
DA-11-307
DATE: 12-14-11
COASTAL ALUMINUM CONST
4205 METZGER RD -
FORT PIERCE, FL 34947
It 11�- --02_7
ST. LUCIE COUNYY
BUILDING DIVISION
FOR c a
REVIEWED
DATE
J P FERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE f9Al
SHEET 1: COVER SHEET, WINDLOAD ANALYSIS, GENERAL NOTES
SHEET 2: WINDLOAD PRESSURES CHART, LOADS & PROFESSIONAL SERVICES
SHEET 3: PLANS
SHEET 4: DRAWING DETAILS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY. BE NECESSARY IN ORDER TO�
COMP Y WITH ALL APPLICABLE CODES. ����� �o`�W-ND � �s o /0,
PLANS HAVE BEEN PREPARED IN COMPLIANCE WITEJ� ��`;•�,e�' �'•�!
THE 2007 FLORIDA BUILDING CODE CHAPTER 20 ANE1�Tg,
THE 2009 AMENDMENTS TO CHAPTER 20 = N W
Z
111��
FOR WINDLOAD ANALYSIS ONLY MIGH�4EL E. DR ISCc�L.'L�`fD.E.
THIS IS A SITE SPECIFIC WINDLOAD ANALYSIS FL. RECs, 043922
MAY NOT BE COPIED OR REUSED FOR ANY PURPOSE
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
140
150
B
C
B
C
B
C
B
C
13
CO
B
C
WALLS
HORIZONTAL PRESSURES
12
17
13
18
15
21
18
25
21
29
24
33
ON WINDWARD SURFACES
HORIZONTAL PRESSURES
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
COLUMN & BEAM REACTIONS PROVIDED AS FOLLOWS, MAIN & END (SEE DRAWING L-1 FOR LOCATIONS OF WALLS)
VALUES BELOW ARE REACTION OF COLUMN LOADS ON FOUNDATION & HOST
J
J
Z
0
J
O
U
Z
W
MAIN COLOMN WALL
DRAWING L-1
REACTION LOADS
LATERAL LOAD MAIN WALL
UPLIFT
i
21.9 PSF
FOUNDATION AREA
ITW
CONCRETE MIX A
ULTIMATE COMPRESSIVE STRENGTH A 28 DAYS
3000 psi.
SLUMP RANGE
4"+/-1"
MAXIMUM AGGREGATE SIZE
1"
ENTRAINED AIR
NONE
DRY WEIGHT PER CUBIC FOOT
150 #
TF
THESE PMIS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
-FROFESSIONAL SERVICES
RE-QUIRED iRY FIELD INSPECTORS T' A DRISCOLL ENGINEERING, INC. O
(NrVE NE(:ESS.ARY IN ORDER TO PO BOX 357577 439 l ;�
,AY
` Gainesville, Florida 32606 y
C®DES. (3 2) 331-1 13 3
r r
® v A OF '
RIDP.
PLANS AND SPECIFICATIONS
The plans and specifications presented herein are only for the anticipated construction at the locations shown. If consruction plans change, the Deslgh br6��a�
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 other warranties
are implied or expressed
CORPORATE PROTECTION
It is understood and agreed that the Design Professional's Basic Services under this agreement do not include project observation or review of the Contractors
performance 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 addtion, The client agrees, to the fullest extent permitted by law, to indemnity and hold the Design Professional harmless from any loss, clalm or cost including
reasonable attomey's fees and cost of defense, arising or resulting from the performance of such services by other person or entities and from any and all claims
arising from modifications, clarifications; interpretations, adjustments or changes made to contracf documents to 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, computer files, field data, notes and other documents and Instruments prepared by the Design Professional as Instruments of service
shall remain property of the 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 client's
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.
Inasmuch as the remodeling and/or rehabilitation of an existing building requires tertian assumptions be made regarding existing conditions, and because some of these
assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate serviceable pardons of the building, The client agrees,
to the fullest extent permitted by law, to Indemnify and hold the Design Professional harmless In any claim, liability or cost ( Including attomey's fees and cost of defense)
for injury as economoc 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
Width
I Depth
I Web
I Flan
Units
I in.
I in
I inches
inchesl
in I
ksi
I k-in.
SELF- MATING SECTIONS
b
d
tw
tf
Sx
Fbx
allowable
2"x 4" SMB
2
4
0.046
0.100
1.000
9.344
9.344
2"x 5" SMB
2
5
0.050
0.116
1.510
10.070
15.205
2"x 6" SMB
2
6
0.050
0.120
1.944
9.072
17.636
2"x 7" SMB
2
7
0.055
0.120 _
2.425
9.388
22.769
2"x 8" SMB
2
8
0.072
0.224
4.441
16.341
72.568
2"x 9" SMBL
2
9
0.072 1
0.224-T
4.827
15.814
76.332
2"x 9" SMBH
2
9
0.0821
0.306
1 6.123
18.099
110.820
2"x 10" SMB
2
10
0.0921
0.374
1 8.462
17.439
147.571
HOLLOW SECTIONS
b
d
tw
tf
Sx
Fbx
allowable
211x 2"
2
2
0.046
0.046
0.229
15.986
3.659
2"x 3"
2
3
0.050
0.050
0.426
17.192
7.317
2"x 4"
2
4
0.050
0.050
0.637
16.317
10.398
2"x 5"
2
5
0.050
0.050
0.882
15.337
13.530
ALUMINUM PROPERTIES CAN BE FOUND IN
THE ALUMINUM DESIGN MANUAL
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DO NOT COPY OR REPRODUCE THESE DRAWINGS OR DETAILS
DRAWINGS & DETAILS ARE FOR SITE SPECIFIC ENGINEERING ONLY
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DATE: 12-14-11
FOR WINDLOAD ANALYSIS ONLY
MICHAEL E. DRISCOLL P.E.
FL REG, M43922
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HOST STRUCTURE
EDGE RAIL VX POST/ COLUMN DEPTH �►
SEE NOTE: A—�
V X 1" X POST DEPTH X 1/18"
ANGLE BRACKETS ATTACH
TO EACH RAIL W/ 2 #10 S.M.S
EACH SIDE.
SEE NOTE: A
THIS SHEET
EDGE RAIL 1"X POST/ COLUMN DEPTH
PERIMETER TO PERIMETER TO
HOST CORNER CONNECTION
EXPOSED CONNECTION NTS
EDGE RAIL 1"X POST/ COLUMN DEPTH
SEE NOTE: A & B THIS SHEET
FOR EDGE RAIL TO HOST CONNECTION
CHAIR RAIL / GIRT
(SEE PLANS) —
ATTACH EACH CHAIR RAIL / GIRT ' C
TO EDGE RAIL W/ (4) #10 X 1"
INTO BOSSES (TYP) II
SEE NOTE: A THIS SHEET
FOR EDGE RAIL TO HOST CONNECTION "
POST/COLUMN
(SEE PLANS FOR SIZE)
1"X 2" X 1/8" RECEIVING CHANNEL
ATTACH TO POST/ COLUMN W/ 2412 S.M.S.
ATTACH TO GIRT/ CHAIL RAIL W/ 2- #10 S.M.S.A
TOP & BOTTOM
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POST/COLUMN
(SEE PLANS FOR SIZE)
2" X 2" X GIRT DEPTH X 1/8" ANGLE BRACKETS
ATTACH TO POST/ COLUMN TO GIRT/ CHAIR RAIL
W/ 2- #12 S.M.S. EACH, EACH SIDE OF POST —
" CHAIR -RAIL / GIRT
------------- - - ---------- --- (SEE PLANS)
I "
N II
1"X 2" X 1/8" RECEIVING CHANNEL
CHAIR RAIL / GIRTJ ;; ATTACH TO POST/ COLUMN W/ 2412 S.M.S.
(SEE PLANS) ATTACH TO GIRT/ CHAIL RAIL W/ 2- #10 S.M.S.
II �
TOP & BOTTOM
CHAIR RAIL TO POST/ COLUMN
CONCEALED CONNECTION . NTS
SEE NOTE: A & B
THIS SHEET
FOR EDGE RAIL TO
HOST CONNECTION
2" X 2" X POST DEPTH X 1/8" ANGLE BRACKETS
ATTACH TO GIRT/ CHAIR RAIL &TO EDGE RAIL—
W/ 2- #12 S.M.S. EACH, TOP & BOTTOM
HOST STRUCTURE
CHAIR RAIL/ GIRT TO PERIMETER WALL
CONCEALED CONNECTION NTS
NOTES:
A- FOR WALL, TOP & BOTTOM PERIMETER RAIL/ PLATE CONNECTION TO
SOLID CONCRETE USE 1/4" DIA. X 3" SIMPSON MINI TITAN ANCHORS
OR EQUAL FOR WOOD CONNECTION USE 1/4" DIA. X 3" LONG S.S. LAG
SCREWS. W/ V DIA SS WASHER @ 2" FROM EACH SIDE OF EACH COLUMN
EACH END OF EACH RAIL TOP & BOTTOM OF CHAIR RAID GIRT AND
24" MAX SPACING. (TYP)
B- SOLID KICKPLATE MAX 24" ABOVE FINISH FLOOR
C- DOORS SHALL BE ATTACHED EACH SIDE TO POST.
D- CLIPS MAY BE USED IN LEIU OF ANGLE BRACLETS.
CHAIR RAIL /
(SEE PLANS)
SEE NOTE: A —
THIS SHEET
FOR EDGE RAIL TO
HOST CONNECTION
PERIMETER RAIL —
II ` 2" X 2" X GIRT DEPTH X 1/8" ANGLE BRACKETS
ATTACH TO POST/ COLUMN TO GIRT/ CHAIR RAIL
W/ 2- #12 S.M.S. EACH, EACH SIDE OF POST
CHAIR RAIL TO POST/ COLUMN
EXPOSED CONNECTION NTS
STRUCTURE
I HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
,-- HOST STRUCTURE
CHAIR RAIL/ GIRT TO PERIMETER WALL
EXPOSED CONNECTION NON LOAD BEARING WALL NTS
EDGE RAIL 1"X POST/ COLUMN DEPTH
ATTACH PLATES @ CORNERS
W/ 2- #10 SMS INTO BOSSES
SEE NOTE: A
THIS SHEET -
EDGE RAIL 1 "X POST/ COLUMN DEPTH
PERIMETER PLATE TO HOST CORNER CONNECTION
NCEALED CONNECTION NTS
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43922
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ATE OF
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Illittt��
MICHAEL E. DRISCOLL P.E.
FL REG. 043922
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24" (TYP
CORNER POST TO CORNER POST
OR EVE RAIL CONNECTION
N.T.S.
SEE PLAN FOR COLUMN SIZE & SPACING
PRIMARY CONNECTOR TO CONCRETE
ITW SCOTS TAPCON 1/4" DIA. 2" EMBED
INTO CONCRETE (OR EQUAL) PRIMARY CONNECTOR TO CONCRETE
POST TO CONCRETE CONNECTION DETAIL `
2" MIN
3" MIN
(2) 2"X 2" X 1/8" ANGLE BRACKETS
ATTACH TO BEAM W/3 #12 SMS
EACH SIDE OF COLUMN
0 o ITW SCOTS TAPCON 1/4" DIA. 2" EMBED
0 0 0 (OR EQUAL)
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SLAB (TYP)
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SIDE VIEW
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411,0.SCREWS HRU HEADER INTO
POST! COLUM��OS�SES 2" MIN.
EMBEDMENT,.;
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BRACKETS ATTACH TO POST! COLUMN J
& BEAM W/ 2-#14 S.M.S. EACH, EACH
SIDE OF POST/COLUMN.
_ POST/COLUMN
(SEE -PLANS FOR SIZE)
POST/ COLUMN TO TOP PERIMETER RAIL
EXPOSED CONNECTION NTS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
�-nMl'LY WITH ALL APPLICABLE CODES.
44 10 SCREWS THRIJ HEADER INTO
POST! COLUMN BOSSES 2- MIN.,
EMBEDMENT..,
j HEADER/ BEAM -
2° X 2" X POST DEPTH X 1/8°'ANGLE BRACKETS
ATTACH TO POST/ COLUMN 8 BEAM W/ 4- #12 S.M.S.
ATTACHMENT THRU,BOTTOM RAIL 81NT0 HOST
EACH SIDE OF POST SEE NOTE: A 8 B SHEET 4
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POST/ COLUMN
r�- (SEE PLANS FOR SIZE)
a. .
`• POST/ COLUMN TO HEADER/ BEAM
CONCEALED CONNECTION NTS
MIGHAEL E. DRISGOLL P.E.
FL REG, 043922
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