HomeMy WebLinkAboutBuilding Permit Application r
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: �' �'�C Permit Numbe : lJ
• JAN 15 2020
Building Permit Applicfitting Department
Planning and Development Services S t. Lucie C I C' COU ty
Building and Code Regulation Division r FL
2300 Virginia Avenue,Fort Pierce FL 34982
Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential XXXXXX
PERMIT TYPE:ALUMINUM PANELS
PROPOSED IIVLPROVEMENT'LOCATION'
Address: 102 N LAS OLAS DR. JENSEN BEACH, FL. 34957
Property Tax ID#: 4511-500-0010-000-9 Lot No.05
Site Plan Name: Block No. 381702
Project Name: JAN DALCORSO
DETAILED DESCRIPTION OF,WORK
x f i r
INSTALLATION OF ALUMINUM PANELS WITH F TRACK AT TOP AND BOTTOM ON 9 OPENINGS. SOME WALLS ARE
MADE OUT OF INSULATED PANEL MATERIAL-HENCE A SUPPLEMENTAL ENGINEERING PLAN HAS BEEN ADDED. WILL BE USING F TRACKS AT TOP AND BOTTTOM
WITH 3/8"STAINLESS STEEL CARRIAGE BOLTS GOING THRU THE ENTIRE PANEL.TO CONFORM TO ASCE REQUIREMENTS.
CC�NSTRIJ TION INFORMATION:
Additional work to be performed under this permit–check all that apply:
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq. Ft of Construction: Sq. Ft.of First Floor:
Cost of Construction:$ 1,800 Utilities: —Sewer _Septic Building Height:
OWNER/LESSEE; CONTRACTOR;.. .
Name Name:CARY M ENGELHARDT
Address:102 N LAS OLAS DR Company:ACME ALUMINUM, LLC
City: JENSEN BEACH State:_ Address:1900 S KANNER HWY.#3-208
Zip Code: 34957 Fax: City: STUART State:FL
Phone No. (772)240-6794 Zip Code: 34994 Fax.
E-Mail:jandalco@aol.com Phone No (561) 801-3139
Fill in fee simple Title Holder on next page(if different E-Mail CARY1965@COMCAST.NET
from the Owner listed above) State or County License SCC 131149872. STATE
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFDRMATION,-
DESIGNER ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name:ASD(ALUMINUM SCREEN DESIGN). PAUL THOMAS
Name:
Address:4401 VINELAND RD SUITE A6 Address:
City: ORLANDO State: FL City: State:
Zip: 32811 Phone (386)479-9504 Zip: Phone:
FEE SIMPLE TITLEHOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as 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: YOUR FAILURE 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."
Signature of caner/Less Contractor as Agent for Owner >grature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF MARTIN COUNTY OF MARTIN
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this 27TH day of NOVEMBER 20 by this 27TH day of NOVEMBER20�G( by
Name of person making statement. Name of pe n makin tement.
Personally Known OR Produced Identification xxx Personally Known xxx 0 Produced Identification
Type of Identification4 Typaiddentifi n ,,,,Pro C ENSE Yi Pro .•`otP�Ya� LAURA HEINS
LAURA HEINS + Notary Public-State of Florida
Notary Public-State of FloridaCommission#FF 942265
Commission#FF 942265oFF��; My Comm.Expires Feb 14,2020
9 �o•� �, t�
Signa Notary`Pubffe- -Teo lore a') (Sig of Notaryub c- tae n a
Commission No. (Seal) Commission No. (Seal)
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
ev.
MAXIMUM A.S.D. DESIGN PRESSURE RATING (p1,q f) AND CO R. PONDIN. LldXlullA! d NCNOR �J
,SPACING SCHEDULE FOR INSTALLA770NS FN4'0 WOOD FRAME BLm�WC�'
Asa MGE N 'R\'10 661ENER5 A4•IIGIRC m A5.4� N•J00 rulOKlt;' AoPlJfilglF r0 WXIWu N000 FAVII' S A^Pfr�6LC 70
PJNSAFC P(lil1.M/ PUIDr.l6 ALfffiJMiMS/i UNN YAMEL mrsnAC Mwx125 NiMH�IMs/i 3 W PAWL ASG['E3�LY! A:1Rr:•1M5/i M1VMw P—L
FAr1Hc lP...L) rAx.Gv➢ s.O.LWCIw CR AvY.calmrol ICNaM L.(!1.) A,m-(W.) RNX'fAA Sc.TA7C01! .ATJ7 CDYTMNRON Lf7Ni1N t•0.) RTmwx Fl4VLJI7 SGTAPCLW fAY1� AM LTRIfifN/lAN lfN t'(111)
.[wlrf Mu a1�IMd� fAPLVNs /w24ute�'.Itlu Or Pat RArw f"j TArC
wAmeurf Io-As or 1xn1
11- N/A N/A f(1UP) 17- N/A !J/A I(TOP) !2' N/A N/A 1(70P)
12• N/A N/A J(SOFT041) 12• N/A N/A f(BOTTOM) 12' WA N/A f(BOrrOAQ
12' N/A N/A 2(TOP) 12' N/A 41A 2(MP) '17' N/A N/A 2(TOP)
a• N/A N/A 2(BOTTOM) 9' WA WA 2(BOTTow ➢• AIA N/A 2(BOTTOM)
9• 11/A WA J4 pop) 9' N/A N/A •34(W) P' 11/A N/A
9• 1J/A N/A J(BOTT0.0) B' N/A N/A 7(BOTTOM) ➢• N/A N/A J efiomu)
f?' NIA WA 4 COP) 12' 1l/A WA 4(TOP) 12• N/A N/A 4(TOP)
17' N/A N/A 4.(00=4) 12- W/A N/A 4(OOTIVU) 71' N/A N/A 4(BOTTOM)
9" N/A 'WA m(!OP) 9• N/A N/A 0A(TOP) P. N/A N/A 54(TOP)
6- WA WA .S(ROTTOLI) 5 I/2' .N/A N/A S(0OMA0 8' fl/A N/A 5(90ROM)
S•
NAA N/A 6(BOLTON) S I� N/A N/A 6(BOr70M) R. N/A N/A 6(80TTOA)
140.0. -40.0 8 1/2' WA N/A 7(BOTTOM) 8•-0' +40.0,-40.0 5 N/A WA 7(BOTTOM) >8•-0- I4aa-40.0 5 1/2- N/A !J/A 7(BOTTOM) g•-O•
OR OR OR UP 10 UP TO OR
LESS N/A I2' 12' B(TOP) LESS IMS N/A 12' 12• e'ROP)• IJ'-U'• +8040, -60.0 N/A 12 12' a(rap) LESS
N/A 12' I2' B(BOTTOM) N/A T7•• I7-• '8(R•JnDM)• N/A 12- I2' B(ROITOM)
WA 12' 12 9(IOP) N/A 12-• f2-• 9(TOP) N/A 12- f2- R(RJP)
/2• N/A N/A 9(60,-MM) !2- WA WA 9 Mono.M) 12- IT/A N/A 9(MOT7OM)
6' WA N/A 10(BOTTOM) 5 f/2' N/A N/A 70(80TTOM) 6' 11/A N/A 10(BOTTOM)
9' N/A 9- 11A(TOP) 8' N/A P. I IA(LOP) S. N/A S. 114 MP)
4' N/A 4- 71(710rTOM) 4-1. NAA 4-• II(B0T70L7)• 4-• N/A 4-• If(OOTT0.41)
6' N/A N/A 1S((OP) 6- N/A N/A 13(TOP) 6' N/A N/A li(n7P)
6' N/A N/A IJ(BOTTOM) , 1/2 N/A N/A 1.1(F017041J G' N/A N/A IJ(BOnOM)
4' 4 4' 14(BOT70M) 4••• 1' 4.1. 14(BOTTOM)•• <^• 4'• 4. I.(8071 0M)
•
USE 6"OC SPACING FOR.PANEL LE7i'O17IS LARGER THAN 10'-6-ANO USE 92-OC VALID ONLY FOR UP TO+508 -60.00•s,f.NUJ(.ASA. OE:SICN PRESSURE
AS.SHOWN ON SCHFM2C FOR PANELS'LENOTHS-ECUAL OR SNORTER,THAN TO'-0- P477NO WON 78-Man FANCL 1TNGIFI9 0.9 FOR UP 70 150.0, -50.0 par,
MAX.ASD.DESIGN PRESSURF MATING WITH 96-Mor.PAROL LENOTI/S.
VAUD ONLY FUN UP TO 108-PA'JELS LENGTHS.
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FLORIDA BUILDING CODE (Non High Veloeiiy Hurricane Zone)
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11" NIA MIA I(80rrOM) I2' NIA NIA I"090nOm) 9• JJ/A NA I(007700)
it, WA NIA 2(TOP) l2' NIA MIA2(TOP) 9' N/A NA 2(70P)
9' NIA NIA 2'(6077CM) 1' NIA NIA 2(60770A) 9' NIA IVA 2(8011UM)
9' NIA NIA JA(IUP) 12' NIA NIA M(MP) 8• NIA NIA JA(ICP)
9• MIA N/A J(BOl7Am)
72' NIA NIA J(sonnA) 9' NIA NIA J(BDIrUM)
1T' N/A NIA 4'(717P) 72• NIA NIA 4'(Top) 9' NIA NIA 4(TOP)
+J" NIA N/A 4(807700) 12• NIA N/A 4(0017010 9' NIA NIA 4(90170.11)
p' NA NIA 6A(rap) 12' WA NIA- m(IOP) R. NIA NIA 54(IAP)
J 112" NA N/A 5(BDrTLMO 4' NIA NIA 5(BOTTOM) _ NIA NIA 5(SOrrom)
J 1/2' NA N/A 6(801/00)
4' NIA NIA 6(00TTOM) J• NIA NIA 6(BOrrOM)
760;0, -b'0.0 3.712 NIA- NA 7(BOTTOM) 91_01 440.0, -40.0 J 112• NIA NIA 7(80770A) >8'-0" 4.V0.r+. -90.0 J' NIA N11. 7(807700)UP
OR UP IU UP 70 UP TD OR
4Saq T 90.0 NIA 12' 6- B(IOP) LESS 460.0,-60.0 NIA 12'• 6•• 8(TOP) 12•-6• +100.0.-I30.0 NIA 12' 6' 8(TOP) LES,
N/A 12' 6' 8(BOTIOI!) NA 12'• 6•'. .R(R07TOM)I IIIA 12' 6' 8(Qormu)
NIA 12• 6• 9(TOP) NIA 12' 9(70P) NIA 72' 6• 9(TOP)
!1' NIA NIA 9(&7TTO.M) 12' NIA NIA 9(00trou) 9' NIA NIA 9(SOROM)
J 112' NIA NIA 10(QOT10M) 4- N/A NA 10(ROM-) J' NIA NIA 10(BOTIDM)
9' NIA 9' 11A(IOP) 71' N/A f0 112' IIA(rOP) 5" NIA 6' IIA(ROP)
NIA NIA N/A II(BWrmi; 4-^ NIA 1-•• II"sOr70m•' MI NIA f1/A 11(90+70N)
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• USE 6'OC SPACING EOR PANEL LENGRIS LARGER THAN.10'-0'AND USE 72'OC
AS SHOWN ON.SCHEDULE FOR PANDS.LENGINS EQUAL OR SHORIEI7 INAN 10'' 0-
•• VAL/D ONLY FOR UP TO+50.0; -50.0 PI.-J.AM,A.S.D.QESIGN PRESSURE
8A1ING I911H 109"Mar.PANEL ALENGTH$.
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Carport ❑Patio Cover a 'Y
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*Contractor Name Lex. -,u
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*Address: 6 6 ?4
*City,
*Zip Code: 3 Al q4 �
*Phos'e/Fax:
*Email; VA A S -FtL-c. J` � /461. C6 rr L
* + a Or , Mail D Pick Up ❑E-File 11 Fed Ex1UPS* #of Copies
❑Single PDF
❑ Each Page Separate
*(For FedEx option go to www.aluminumscreetidesipn.com and provide FedEx/UPS account#)
OCheckCredit Card*
*(For Credit Card option go to www alurninumscreendesimn.com to pay by credit card)
Engineering prepared by:
ASD
Engineer:Michael Thompson,.MSc,P.E.(P.E.#47509)
4401 Vineland Road-Suite A6 Orlando,FL 32811
Office:407-734-1470 Cell:407-7212292
Proiect.Maager Raul.Thomas 386-.479-9504:Fay.68&923-8181
F4bafl aluminum ndestgnbva'660 m
Itllebstte =wuuw.aluminumscreenclesr n,CQn1; 6A#30836
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UM, 11 U: $CREEK EStG
'EAS
Al:u'. ?inm .& ctrrUc:t3nrngitri=tt e
.. .... ....
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❑Insulated ❑Pan Roof
❑Gutter ❑Fascia ❑Block Wall ❑Conventional Wall ❑Wh Wall
Uprights X Top Plate X Chair Rail X Kick Plate
P
Uprights hts X To Plate X Chair Rail X
❑Dome ❑Gable ❑Mansard/Hip ❑Shed/Slope
El Gutter ❑Fascia E]Block Wall ❑ Conventional Wall
Beams X Uprights X Purlin X Chair Rail X .
Beams X Uprights X Purlin X Chair Rail X
Kick Plate
❑ Insulated [,]Pan Roof
❑Gutter ❑Fascia ❑Block Wall []Conventional Wall ❑4th Watt
Beams X Post X
Existing ❑New: V'Slab ❑Pier ❑Ribbon Footer X
❑ Pavers [-]6" Thickened Edge
Other-,. C- r�
G� rc�u� � vv _ I i �
�'YI/a.. _ ►�1 � 4--f. �i -r_t- d cZl n �--y ; e c r' 1 OG�'�T'; or�
Note.In the event that there.is a conflict with the design plans and general notes and design"standard,the contractor shall
utilize the more stringent dimensions and member sizes prior to ordering materials,fabrication andlor construction between
the plans and the general notes and design standard.
Engineer:Michael Thompson, MSc, P.E.(PE#47509)
4401 Vineland Road Suite AS,Orlando,FL 32811
(CA#30930)-Ph 407-734-1470/Fax 407-T34-1790
NEE
ALUMINUM SCREM DESK
■ Aluminum S Consiructi.cn Enginee.ring `g ,
General Notes & Design Standards 1
(Aluminum Storm Shutter)
The following are general design standards.More stringent design standards may be noted of;::the plans.'In the event
of a conflict in plans and/or design standard dimensions and/or member sizes,the contractor must utilize they mo"
stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction.
Desien Codes:
Florida Building Code 2017(61h Edition) "
Aluminum Design Manual 2015
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind:-165 MPH(FBC Table 2002.4) (60 psj)
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 I 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.
Desien 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
bear no responsibility or liability for the construction of premises and accuracy of the drawings:
Storm Shutters:
Storm shutters must be installed pursuant the approved Florida Product Approval certification.
All storm shutters must be certified with a product approval number prior to installation.
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.
Burning of holes in aluminum members is prohibited.Any member with burned holes must be replaced.
Michael Thompson, P.E.#47509/CA#30930
4401 Vineland Road., Suite A6,Orlando, FL 32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
ALUMINUM SCIREEN DESIGN - -
. Aluminum S Conslructi.nn Emgi.neering `
Aluminum Protection:
Shall be 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.
in screws shall meet the requirements of ADM J.5
Self—tapping eq
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.
For screen bottom plate and column base, secure with '/4" tapcons a minimum embedment of 2 '/4" into concrete
footer.
. 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
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 3/4"
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 A185 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.
Edge Distance:
Contractor is required to install uprights to provide a 2"minimum clearance from edge of slab and/or footer.
Vinyl,tempered glass,and acrylic panels:
Vinyl,tempered glass,and acrylic panels shall be removable.Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind 'speeds
exceed 75 mph(34 m/s)."visible when the panel is installed.
Michael Thompson, P.E.#47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
ALUMINUM SCREEN DESIGN
HURRICANE SHUTTER DETAIL:
H-CHANNEL ATTACHED TO ElaS TING
STRUCTURE W/2-1/4'X 114'TAPCONS
O.C.UNDER 104'&6.O.C.IF OVER 104'
I
U4'BOLTS&WING NUTS ATTACHED
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UNDER 104'&6.O.C.IF OVER 104" j
F-CHANNEL ATTAMEED TO EXISITNG
STRUCTURE W/2-1/4'X 1/4'TAPCONS -
12'O.C.UNDER 104'&6'.O.C.IF OVER 104'
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT
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PHONE:407-7341470 FLORIDASECOND GUSTS) NOMINAL EN SPEED I SE6E-0PUF M A STRUCTURES KUG SHALL ACrORO I.O. T AATE EUMURE SPEEDS OF TEGO PN
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FAX:407-734 1790 CONINTEAC RSHAL NOTIFY
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CSA#30930:'''„