HomeMy WebLinkAboutSUBMITTED PAPERSti
All%APPLICABLE INFO MUST BE COMP
Date: 3 5
FOR APPLFCATION TO BE ACCEPTED
Permit Number:
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772)� 462-1553 Fax: (772) 462-1578
RECEIVED APR 13
Building Permit Application 'oer�Fo
coo
,
Commercial Residential e><--
PERM IT APPLICATION FOR:'` YN
Address:
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Legal Description:
vlu,, c
13\1 12_ce0^A+,%3 0i Pi4-jF RooX /6
Property Tax ID #:
y�il -_- �iI oo�a-� u�,�
% '�� Ja*No.
Site Plan Name:
V �� �'
��%� Block No. 13
Project Name:
,L�
Setbacks Front
f i
=7 D Back: 3iI
Right Side: b Left Side:
CC CXtsl 1,4 5CIIE16-J P64CH IJ17r/
_Mechanical _ Gas Tank _ Gas Piping
_ Electric _ Plumbing _ Sprinklers
Total Sq. Ft of Construction: �(0
Cost of Construction: $
_ Shutters
_ Generator
Sq. Ft. of First Floor: _
Utilities: —Sewer —Septic
Windows/Doors
_ Roof
i
Building Height: 0 0
Name eU6o_t� o L_11�14
Name: Itt[A,-, NA, 1.5LC
Address: �3 t24
DjL
Company: ('64
City: C/'(
State: _ °
Address: 7.X 5 ,. 1'Il T2 604- 40,94
City: �I'� Pl Cam= State:
Zip Code: `5y9S 7 Fax:
Phone No. I 31
Zip Code: 3Y� Y7 Fax:
Phone No. ybl' dd-88
E-Mail:
Fill in fee simple Title Holder on next page ( if different
E-Mail': TI�%"+tJ )4 % 14 �` A -;I-
State or County License: 0 �VW7--f '
from the Owner listed above)
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
DESIGNER/ENGINEER: . _ Not Applicable
Name: , I S. A/CH�z 1 &gPsoiPy `l7
Address: 5540 UiVt q�vS Ro.%1 -51vmm )-0
City: ontlaiu /w State:
Zip: 3MIl , Phone: n 33 e c
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
Address:
City:
Zip: Phone:
MORTGAGE COMPANY: _ Not Applicable
Name:
Address:
City: State:
Zip: Phone:
,BONDING COMPANY: Not Applicable
Name:
Address:
City:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and instal latiorras indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County' makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO. OWNER: Yourfailure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
Signature of Owner/ Agent/ Lessee Signature of Contractor/License Holder
STATE OFTLOR_ID/A STATE OF FLORIDA
COUNTY OF f �- COUNTY OF
The f rgoing instru en wa, acknowledged bb fore me The fo ing instrum w ac nowledge ore me
this day of 201�7 by this day of _ 20 J by
(Name of persoln acknowledging) (Name of person acknowledging )
I
(Signature of Not*I,--" Public- State of Florida) (Signature of Notary _ lic- State of Florida )
Personally KnownOR Prop�c��i Identii�c�npp�� Personally Known OR Produced Identification
Type of Identification Produced°�'•''•�O #EE101684 Type of Identification Produced OAaYP% ,�,,,,�• �„
* �* EXPIRES: June 9, 2015 �+,,,,
Commission No'.ECi(�/dq o ft*dT�wBudgetNotaryservlces Commission No.E/6l� * MYC01dMISSION#EE101684
FOFF,a Se@AIFIRES: June 9, 2015
'f ar: �.dF Bonded Thru Budget Notary Services
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
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11t-24-2003 07;29 COASTAL. ALUM1K_ ,?72-4Ge-0287 PAGE1
RECEIVE FILE Cop
p APR 3 1 1015
1W 'ELM
min
*Plan Types:
❑ Screen Room
Pool Screenicage
Car Pgrt
❑ Patio Cover
ft4eW
F.
Ne Revision
`Project Address: h ��' �
*City. �, J Sc J�'?� c�/, ..� , 3� Y9r7 --
*contractor Name: Ca'�S 7;'ft &V0JJi)r kJ Col� S'74 UCTIW,
*Address: yddS- c-�z Gt ►2
*City: �, �l+✓ Ci rt-. 3Y9 Y7
*zip Code: 3 V 9 Y 7
*Phone/Fax:
*Email: �
*Choose Cyne:. •MallatPick Up ❑ Fed WE] No of Copies
*(For FedEx option go to www, aluminumscreendesign. com and provide FedEx account #)
* Payrrtent:-Checko Credit Card
*(For Credit Card option go to www. alumiiiuiise-reendesigii. cons to pay by credit card)
Enginecrilig prepared by:
No MR S HnfthtL
0-
engineer. Michael Thompson, MSc, P.E. (P_E- 4 47509)
5200 Vineland Road- Suite 250 Orlando, FL 32811
Off 407-529-3300 Cell 407-721-2292
Project Manager: Paul Thomas 388.479.9504 Fax 888-923-8181
Email. alumiriumscre4.TdesionOvahoo.e m
Website: www.aluminumscreendesign;gam CA#=30
li,�24-2003 0,7:29
COASTAL ALUMIK 172-468--0287
PAGE2
ALUMINUM SCREEN DESIGN
EnEwAS Aluminum b CansfrvGlJors Engineering
v�
r
'�T• rx'rT M�
insulated ❑ Pan Roof ❑
Fascia ❑ all; Block ❑ Conventlonal ❑
Uprights X„•, I�Top Plate jX �- Kick Plate
Dome 0 Gabled] Mansard ❑
Gutte • Wall; Block ❑ Conventional❑
Beams; X- Uprights X Purlin X
Insulated❑ Pan❑- 4
Fascia) ❑ Wall; Block ❑ Conventional ❑
Beams X Post X
Insulated ❑ Pars❑
Fascia ❑ Wall:. Block❑ Conventional ❑
Beams X Post X
W#"S 60A y
1
i
L.r•
Existing ❑ New: ,"Slab❑ Pier[] MbbonFooter X ❑ Pavers ]
Other:
Note: In the event that there is a c:onfliot with the design plans and the general natse and design ataridnrd, the contractor shall utilize
the more stringent dlmenelone and member sizes prior to ordering materials, fabrication and/or oonstruction between the plans and
the general notes and design standard
ONAS
�D C", .7 uI,F is i,
General Notes & Design Standards
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Desib Codes:
Florida Building Code 2010
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Purst}ant to FBC Chapters 16 & 20
Ultimate Wind: -170 MPH (FBC Table 2002.4)
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
beanno responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coeff. Of friction between footing and soil = 0.5
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
log ing A S D ek
W n. .�Jku & Ci .,, U A Effie.,. n'q j.v
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
I
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shalllbe pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification.
Self tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed.(3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =170 MPH
2 x 2 Chair Rail = 5'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0"
2 x 3 Chair Rail = 6'-6" 2 x 3 Purlins = 7'-6" 2 x 3 Wind Brace = 7'-9" 2 x 4 Wind Brace = 10'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be'/4"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM Al85 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and�foreign matter between contacting surfaces shall be removed before assembly.
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
t
Cables:
Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of screen
enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in
column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with
botto>'n each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 %z" x i/4"
tapcons or equal.
Beams & Uprights:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
170, MPH
PRIMARY BEAMS & COLUt INS -SCREEN & PATIO ROOM ENCLOSURES
ROOF PANELS
BeamSize
Max Beam Span &
Max Column
Spacing
Column -Size
Max Column -Height
Pan Roof Span
Insulated Roof Span
2 X 3
T-6"
2 X 3
6'-6"
3" Spans 9'-6"
3' Spans l0'-9"
6" Spans 14'-7"
2 X 4
7'-0"
2 X 4
7'-0"
2X5
8'-0"
2X5
8'-0"
PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES
ROOF PANELS
SIZE
Roof Span
'MaximumBeam
Spacng= 6'-0"
Roof Span
'Maximum Beam
Spacing = 6'-8"
Roof Span
•Maximum Beam
Spacing = 7'-2"
Pan Roof Span
Insulated Roof Span
2 X 4
14'-3"
13'-3"
11'-3"
3" Spans 9'-6"
3" Spans 10'-9"
6" Spans 14'-7"
2 X 5
18'-9"
17'-6"
15'-6"
2 X 6
21'-3"
191-3"
18'-6"
2 X 7
23'-0"
20'-0"
20'4"
2 X 8
2T-0"
26'-0"
25'-9"
2 X 9
29'-0"
27'-9"
27'-3"
2X 1.0
32'-6"
30'-11"
30'-6"
Knele Bracing:
Upright -Pool Cage Enclosures
Upright
170
MPH
SIZE
Height
2 X 4
9'-3"
2 X 5
10'4"
2 X 6
11'4"
2 x 7
13'-0"
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
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ALUMINUM SCREEN DESIGN
FILL IN DETAIL
2X2 POST .046 OR GREATER
2 HINGE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C.I
OBOTTOM PLATE IS ATTACHED TO
A CONCRETE WITH 2-1/4" X 1/4" TAPCON
6" FROM ENDS 24" O.C.
ALUMINUM FRAME IS ATTACHED BO TO BLOCK WITH 2-1/4" X 1/4" TAPCON
6" FROM ENDS 24" O.C.
2X2 ANGLE IS ATTACHED TO
C ALUMINUM FRAMEWITH 2 #12 1"
& 1 2-1/4" X 1/4" TAPCON PER SIDE
CHAIR RAIL & UPRIGHTS ARE ATTACHED
WITH EITHER:
O BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #12 1" PER CLIP
BLIND CLIPPED WITH (4) 912 1" PER CLIP
OKICK PLATE IS ATTACHED TO STRUCTURE
WITH #12 1" 6" FROM ENDS 18" O.C. INSIDE
& OUT W/ 2" FOAM PANELS
ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD.
ALUMIN[JMSCREENDESGN
�T u ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@Q i AHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE SUITE 250
2010 EDITION O FL 32811
2 5
PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND
SPEEDS OF 170 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 127 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY I.E. # 47509
CONTRACTOR IEESIONS PRIOR TO STTERIAL I RICATION ARUCONSTRUCTIONFAX #: 888-923-8181CONTRACTOR SHALL FIELD VERIFY
ENGINEER IMMEDIATELY SHOULD E CONDITIONS DIFFERFROM CONSTRUCTION ON PLANSCA#30930