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HomeMy WebLinkAboutSUBMITTED PAPERSd I APPLICABLE INFO BE COKF ,s ,`!TED FOR APPLICATION TO BE ACCEPTED Date: - a() 1 SCANNED Permit Number: BY St. Luce Count Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-157h Commercial Residential A/ 4 "-.. .xf .1.••i -..�.� , •. :•��' �.. ,j P 3- ��Ti,L: XtYdl. MGWMSiLWdvi dXiYM:4SYxP Address: Legal Description: r�rr: g;gX4-zr. 2z) ,Lbw ( , 5 Property Tax ID #:.Z 3 2 S= S OI - A p,tq - O O ®- 2 Lot No. / Site Plan Name: Block No. Project Name: - n u.� p( � J Setbacks Front_S Back Right Side: 'Left Side: F u�lYuN�aIiJ"se a�.: auaAti+ ,cnwx,,.o .: .�.,. ;.., ..,:•...,. ..-.. ._.... _. nal wo Mechanical perrormed under _ Gas Tank - cneck a _ Gas Piping apply: —Shutters _ Windows/Doors Electric _ Plumbing _ Sprinklers _ Generator Roof Total Sq. Ft of Construction: - / j Sq. Ft. of First Floor: Cost of Construction: $ Qpd Utilities: _ Sewer. _ Septic Building Height: Name ` a,u %�) tACT Address: -37K S k v�,IL.c r- ,1 City: N Ei r,LAN nt t{ State: Zip Code: 63 7 qIr Fax: Phone No. E-Mail:- yo2 /0 % Fill in fee simple Title Holder on next page ( if different from the Owner listed above) If tot.— _f : frnn Name: l Jjk ��,M- `��,Aw.• (.-� Company:Cb,*,gTp L, Address: q�b t- City:State: 4- L Zip Code: _g9y-) Fax: Phone No. 72z�ftj 02-W Ctf 77)7- Z (.O E-Ma1l:-75i yK r►^3 2&y 7P A,-Vi State or County License: 2(y( 2-!' z _ �• •�•�• _, a n%_wnuru wuuce oT Lommencement is required. DESIGNER/ENGINEER: _ Not Applicable F MORTGAGE _ COMPANY: Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: — 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 apermit 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 I in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. IIThe following building permit applications are exempt from undergoing a fullconcurrency review: room additions, I 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 to your paying twice for tmiirouements to your property ,4.Noti,cel,of:Comrneiicement mush be: recorded and posted'on thrF' i6l site f+, A i e 4he ft tins} ection. If yscrt rnterid,to obtairi firraneing, corrsuit with iender'or an attorney before I� commencin.g work or recording your Notice of Commend dm nt. Signature of Owner/ Agent/ Lessee Signature of Contractor/License Holder STATE OF FLORID � CI e COUNTY OF The for oing instr ment was a knowledgecibefore me th day of 20H by 1 I I` at ape��c ROBINA. ADAMS 1684 (Name of person acknowledging� EXPIRES: June 9, 2015 Bonded Thru Budget Notary SeMces State Person ally iKnown ✓ OR Produced Identification ;. Type yofildentification Produced ,nRrau ROBIRPLADAD15 ff / MY COMMI Commission No. �0llpA �Se PIRES:June 9,2015 BoRITlwBudgetNoterySWCes � STATE OF FLORIDA ` COUNTY OFt' CI The Wing instr ent was acknowledggd before me thiVLD day of 20 by 4 7 I I I I a m om _,�Sy it A flI1A��c (Name of person acknowledging),'' * * MYCOMMISS ION #EE1018 r �� /^� '^ ,y A., EXPIRES: June 9, 2015 �oF Bonded ThN Budget Notary SeMr ":(-Signature of,.N'ofary Public`"State`ofFlortd ;Personally Known OR Produced Identificati`o'n.` Type of Identification Produced two 11W1% F� QI �$ p CMISSION ll EE 101654 Commission No. * ES: June9,2015 �'9jFOFFL�A� Bondad7flNBudgatNotarYSe�s REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED �� �� OCT/08/2014/WED 04,21 AM FAX No, 603 6324035_ P, 002 r s PLANNW(G & DEVELOPMENT SERVICES DEPARTMENT W&DINQ & CODE RECRXATIONS DIVISION 2300 V1RQ1N1AAWBNU& FORT PIERCE, FL 34982.5652 (772) 462-15M I, the undersigned, am the owner of the following described pmpwty, Lo 1,14 lBayjktd p Lr M 47/ MgLIML rA&t% Lij„t.;��,w (Parcel IMAbegaI description/Address) IT which I have applied to St. Lucie County for a Final Development Permit. _In accepting this Final Development Permit, BP Number M t'%-o l ;�;, I,- aclmoivkhC_ that as owner of the above described property, and in aecordaned with Section 7.04.01(D), St. -Lucie -County Land DevelopmctwC.ode,_1_sbaU-be-m ousble for wing adequate drainage so that the, immediate community WILL NOT be adversely affected. I further acknowledge that iIi granting this permit for the development of this property, St. Lucia County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. , • r uohlt4 )ate STATRON4410A, COUNTY ACiat'p'WMG D $EFOR)1 NZ TIIIS DAY'OF � 20 BY_ 4 ILGC D wbiOISPMSONAY.LYXNOWNT0bM _ORVOCNa MODUCtl)', ' IL �gg� .D /► " AS 1OWMCATION. SIGOF NOTARY PUBLIC TYPEOR PRINT NT NOTARY _C0bBaQ,5SI0,N NUMER = - 4EAL.).• < ., PAUL Ft. 80UCMER, Juefte of the Peace My Comm18810h Expires June 8, 2016 SLCPDS,D Rcviw4 0&a4 20i0 = JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE $ 3987200 OR BOA" '664 PAGE 1406, Recorded 08/21/2014 ' "11:12 AM NOTICE OF COMMENCEMENT P*Mtvt No. Tax FoBo ftq ' StateafFladda CountyofSt. Wde The urdealgred hereby v'm notira thatimprovementwil be made to certain real property, "In accordance with Chapter 713, Fiords Statutes the (allaft Wwnallon Is provided in Oft Notice ofCommencenent. Ca @CtWl CanbvctarAdd Phone Number: suety (if eppBoble, a copy of thepayment bond b attadred): Annrart of bored: $ Name end address: Phase number. laedwNama: %LjECC S FAe fro M5:et ww Number. del- .r4ff_- 3433 x tender's addram• =Z A 1, 416W WLAAAA_ CL QA�0 Peso will d aStata of Ronde dn%nNW by Owns upon wham notices or Other dooienents maybe aerved as provided by section L3:llii (�17. florWa stawtes: HE Phona Number. Address: in eddrdan to NnaW or hemaR; Ovary dasl Pums d to nseeive n copy of tha Uarwes Notice as provided in Section 23333(1) (b), Aerlds - -PNdna tumberdpersonorwtydeat notedbyownen_ - -- - -- - - Eq&adM date of aadc@ of conarranoame:C (the aspiration date may not be before the completion of mutnxllon and Mal pay. W. tothe cordradoy butwiR be lyearfrom the date of mwrdtngurdass a dHferent data Is spedfid) WARNINGTDOWNER: PAMENiSNNNNjjjjAAAADEBy7NEOWNPRAIPMR7WEXPIR00NOFTHENa=OFCOMMENCEMENTARECONSIDERM IMPROPERPA UN diAPfR PART1,SECTION71313,AMDASFATUT6S, AND CAN RESIICTINYOUR PAYING TWICEFOR tMPROVFJd 1Dy0UR Nt)T1tE�MLWrNEiEMUDAND POSIEDONTHEMBS179MORETHERM rcvrurrN7FNn eaR NNAN0NMtTWRNYOURIENomoRANATrORNEYBUMCOMWACINGWORROR my arM.tw.�na w+ery r tstm.w�erortestae,o OwWsor TIN forapinE q•�• forw"E rtotlee o►commercemont and that the facts stated therein are truetothe but of before metht._ days �DL� o -.M 4' o$ r= �m `Om3 8m,g= R m Cr n r 0 A li �R as �► Type of authorky (eL oly-►, tntrtea) Party on behalf of w¢om lnlrumene was ereeueed ¢. Personalty known_ orproduced A"pfflf"ustice of the Pealep of werencation produced Ned Ussion Expires June 8, 2016 STATE Of FLORIDA ST. LUCIE COUNTY THIS ISTO CERTIFY TRUE RRgC ORIGtAL.► Data.. THAT I Wo NA, " T COPY OF CRC 8/18/2014 David Mchifire kccord, I of f Property Identification Site Address: 5712 Briargate Ln Sec/Town/Range: 25:35S:39E Map ID: 23/25N Zoning: RS-2 Property Appraiser - St.Lucie County, FL PROPERTY RECORD CARD C<Tlne-v icx t S13M.Assuint Taxvi FIX 0 11 pti(MS PCITaiiN H0131r. PHIlt &V 0 Parceill): 2325-501-0014-000-3 Account 4: 14329 Use Type: SF Res ids . . . . . . . . . . City/Cuty: Saint Lucie County 0-,7vnership and INfailing Owner-: David McIntire Address: 398 Shaker Blvd Enfield NH 03749 I n i orm"It'On Date Price Code 4/7/2012 94500 0001 7/1/2011 0 0111 I/l/1900 0 Lqgal De,'Criplion BRTARGATE S/D LOT 14 (0.84 AC) (OR 3379-922) Asses' micnf 2014 Deed Book/Page 2014 TRIM: 91500 WD 3379/0922 Assessed: 91500 PB 3306 /0608 Ag.Credit: 0 Exempt: Taxable: Taxes: 1842.97 BUILMING INFORMATION Total Land and Ruilding Land Value: 36800 Acres: 0.84 Building Value: 54700 Finished Area: 1799 SqFt Vim: RoofCover: SA - Aspb Shingle, RoolStruct: GA - Gable ExtType: HC- - HC- YearBit: 1967 Frame: Grade: C- - C- EftYrBit: 1967 PrimeWall: BS - CB Stucco StoryHght: 0010 - I Story No.Unjits: I SecWall: in tt,-Aor Feaul res, BcdRooms: 3 Electric. NIX - MAXIMUM Piinlnt,%7all: DW - Drywall FulfBath: 2 HeatType: FHA - FrcdHotAir Avgl4t[Fl: STD 1/2Bath. 0 flq1ffue1:, ELEC - Electric Plrn.Flors: CU - Carpet '/.A/C: too 100 %Sprinkled: 0 ti Spvcial Fcato�-es and Yard Items Lwd Information Type YIS Qty. Units Qual. Cond. YrI31t. No. Use Type Type Measure SWAV - RES POOL AVG y 1 450 AV AV 1977 1 0100-SF Res 210 -Front Ft 185 PAO] POOL DK-AVG Y 1 550 AV AV 1977 SDSF SITE DEV S-F y I I AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 198 http:/Ammm.paslc.org/paslc/prc.asp?prclid=232550100140003 Ad C)-lSaPu"J3swnu!wnl8•MMAn :aalsc�aM, iuo3 4- VT Uu lsapu3� uswJ'— nuiumlu ,Ilew; 6919 EZ6-988 sewoy_L Ined ueBeuey� 10 foj.� Z6ZZ-LZLrLOb IIaO QO££-6'L5-LOb 1�U b LBZE ld 'opuelJO 03Z e11nS -psoH puelawA 00Z9 (6031b # 'Td) '3'd 'oSW 'uosdwoyl Iae4ollN :aeaui6u� �x.e� �t�fil4pr I tr�!wl n1i mod ll �Hl fill Uvkn na rorfa rrf ;firr TAPfl rxi(cr _ Lj a� 11gV01146 TH HIMIN A'IdW00 S�6°o'a�It�y�°bL:xu=iqlfou�� SMOI103 O hW 01103(IMS-3dtl L17617E )doM 03SOdOdd 11V 0Nd SNVId 3S3H1 i Peog 10&4aN Cj'OZ;t I •oui uown wu(y,) tunutuinTv i2as1800 V t4 V 3atfW 38 111M NOLLOUSNl ON I uo sOf NO ld3)I 981snw LfWbf3d aN`d SNYId :J0410 31t/0 ' Jl8 03M31A3d I-f%-00 011-d iJ 31 1'1 WOO Ho i ®3M31A3u V0d .leO NOISIAM ON1a11f18 '1S ae U00J3 00 �1 kLNnoo 31Of11 �.$ WOON uaeJOs ❑ f.! :1 r • .. •r: .. �5��,�4� y4dsi!.?'�Fnr, :a.:''[.ij• • �:,•i 'rt �. S��yji ' I .Evil$.. 1==T:•YFia, T2�dd ■ a20-89b-2a wnNiwn-iu -iuis m S2:2T 2oo2-To_V a 04-01-2003 12:25 COASTAL ALUMINUM 772-462-0287 .1 Xt n Ultimate Wind Speed (Mph); ^ Exposed Category. C! Risk Category; Screen Room: Insulated 0 Pan Roof o Fascia 0 Wall: Block 0 Conventional M Uprights X Top Plate —X Kick Plaite Pool Screen/Cage: Dome 0 GableO Mansard Gutterpg Walk Block 0 ConventionaID Beams &—X-2 Uprights z XS- Purlin, X 2 io Car Port: Insulatdd[3 Pan 0 Fascia 0 Wall: Block ED Convention'al 0 Beam s X Post X Patio Cover: Insulated F-1 PanI I asc!a C1 Wall: Block n Conventional 0 Beams X_ Post X Goncrete- PAGE2 1 �- I . I r-xi--,-Ejnu Lj Nuw. 4"Siabo FierCl Ribbun Fuocul "b'X"12 Pavets El MEJAS ALUMINUM SCREEN DESIGN Elm DAluminum A Construeiion Engineering 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. Design Codes: Florida Building Code 2010 Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 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 bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Soil bearing capacity — 2,000 psf Minimum When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. 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 1W �f L Internal angle of friction = 30 degrees E CC)PY 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 _ DLUMINU S i D 3I N Aluminum R Conafruciinn Engineering 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. Aluminum Protection: Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with 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 =150 MPH 2 x 2 Chair Rail = 5'-9" 2 x 2 Purlins = 7'-6" 2 x 3 Chair Rail = 7'-9" 2 x 3 Purlins = 7'-9" 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 %" 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. 2 x 2 Wind Brace = 4'-3" 2 x 3 Wind Brace = 7'-9" Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from dniftingp istort the mEetal. All chips Copy 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 'EM] 2m, A S ALUMINUM SCREEN DESIGN Aluminum & (,anstruclian Engineering Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear wall"s of scree 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 ftZ with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/2" x 1/4" 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. 150 MPH PRIMARY WALL SEAMS -SCREEN & PA7 O ROOM ENCLOSURES ROOF PANELS SIZE RUDf Span Pan Roof Span Insulated Roof Span 2 X 5 7'-2" 6'-9" 2 X 4 .-''-t0' B'-5" 7' 7" 2 X 5 i£A" 1<'-9" 10'-r PRIMARY ROOF MEM3ERS-POOLCAGE ENCLOSURES ROOF PANELS SIZE RDof Span •Maximum Beam Sparing=6'-O- RODf SD3n •Riaxlm ' Beam wtlng=6'-3" RDaF9pan -Maximum Beam Sp-ng=7'-2" Pan Rpof Span Insulated Roof Span 2 X 4 16'-3' 15'-3' 12'-6' r Spans 11'-5" 3"Spans 22'-9' 6" Spans 16'-11" 2 X 5 21'-0' 20--0' 17'-6" 2X6 24'-3' 22'-0' 20'-9" 2 X 7 26 =0' 23'-9' 23'-6" 2 X 3 30'-C' 25'-9' 2a'-6" 2X9 32'-0" 33-5' 30'-0" 2 X 30 _5'-6' 33'-11" 33'-6" Upright -Pool Cage Enclosures Upright 150 MPH SIZE Height 2 X 4 10'-3" 2 X 5 12'-3" 2 X 6 13'-3" 2 x 7 14'-6" Knee Bracing: 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 T-2". 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com *-C--- E ---v - Iq Z ze 7- A IS f/ cr Vol UJA 0 tj -L T S 'Flac'For 9A,,) U 5 k - Coastal Aluminum LE HUg U 1 cU 1't 1 1 ; .701111 UU11 IlUKI% T irc aaa auvr p.c ALUMINUM SCREEN DESIGN A DIVISION OF:6DBE8L 2X2TOP PIATI: IS ATTACI I1D TO 2X- CUIUJN WR112 It lU 4-1'1 lull 1)CFASTINED TO 2X2 W1 b 1^- 1-IR' 6' FROM UPRIGIFIS 24' O.C. xe INTERNALLY SC TIIRU BUM W/ 3 H12.L12^ SIDE WALL CONNECTION DETAI1S WIU24 1'URIJN IXIFSNT I IIT POST U.31A.2 FRONT WALL TO BR1M SMII BFAMIS NOTCIIED 0 0 0 0 ALUMINUMSCREENDESIGN.COM ALUMINUMS CREENDE S IGN @YAHOO.COM - PHONE #: 386-320-0256 FAX #: 888-923-8181 SIDEE WALL CONNLCTION DI.TAIIS W I IEN PURON DOESNF 1UT MOST C CINNNELATTACIUS UPRIGHH TO TOP PLATIS WITII4 412 3'4' INIO 1IrulGiff & 3 p 12 3'4' RJIo Toil PLAT LINA-2 UPRIGHT TO BUM SMB BFAMIS NOTCllm E/A-2 TYPICAL INTERNAL OR EXTERNAL PURLINS ATTACHED TO BEAM W/ GUSSET DETAIL 4 #10 1-1/2 SMS, PLACE WASHER ®� \/ ED 36" MAX RISE NOTES 1. GUSSET DIMENSIONS ARE MINIMUM 16" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE PURLINS ATTACHED TO BEAM W/ 4 ill 1-1/2 SMS, PLACE WASHER ® NOTES 1. GUSSET DIMENSIONS ARE MINIMUM 6.ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE DESIGN STATEMENT - METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8" EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY 1 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 912 SNIS 1-114 G.C. I MICHAEL THOMPSON 5200 VINET,uAND RD. SUITE 250 NDO,rFL 32811 P.E. # 47509 CA#9103, ALUMINUM SCREEN DESIGN A DIVISION OF :® DBE&C U-4/A-2 SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH 2 910 4" T14RU IX2 FASTENED TO 2X2 W/#121-1/2" 6" FROM UPRIGHTS 24" O.C. U-3/A-2 UPRIGHT TO BEAM SMB BEAM IS NOTCHED ALUMINUMSCREENDESIGN. COM ALUMINUMS CREENDESIGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 EDGE BEAM 2-1/8" X 1-1/2" C CHANNEL C CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH 4 # 12 3/4" INTO I X2 ANGLE ON EACH SIDE OF BEAM & ATTACHED WITH 4 412 1" PER SIDE 0 0 O O U-1/A-2 SELF MATING UPRIGHT DETAILS I X2 INTERNALLY SCREWED - THRU-UP-RIGH-T- W/.2_#_1OX--___ - 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. MIN 4" SLAB 2500 PSI DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY I CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS UPRIGHT SHALL BE STITCHED W/#12 X 5/8" 6" FROM ENDS 24" O.C. 2 #12 1" PER SIDE MICHAEL THOMPSON 5200 VINELAND RD. 'SUITE 250 2ORL O, FL 32811 P.E. # 47509 CA#9103, ALUMINUM SCREEN DESIGN A DIVISION OF ::DBE&C NEW FOOTER 8" X 12" ® WITH 195 REBAR THRU OUT ALUMINUMS CREENDE S IGN. C OM ALUMINUM S C REENDE S IGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE MICHAEL THOMP S ON 5200 VINELAND RD. SUITE 250 ORL_ MiDO, FL 32811 P:E. # 47509 CA#9103. ALUMINUM SCREEN DESIGN A DIVISION OF ®®DBE&C K BRACING DETAIL 2X2 K BRACE IS ATTACHED TO ALUMINUM STRUCTURE WITH 2X2" C CHANNEL & 6 # 12 V PER END 2X2 IS ATTACHED TO ROOF BEAM WITH 2 # 10 2" PER SIDE SMB 2X2 ANGLE IS ATTACHED TO GUTTER & ROOF BEAM WITH 3 #12 1" PER SIDE OF BEAM 2X2 PO; 2 HINGE DOOR U-5/A-3 GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL I" GUTTER STRAP IS ATTACHED TO GUTTER WITH # 10 1" & INTO FASCIA WITH #10 2" PER STRAP 10 0 0 0 HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD EACH DOOR IS SCREWED INTO UPRIGHTS WITH # 12 1" SCREWES 24" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND F D. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH I SUITE 250 @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND O� O, FL 32811 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C.RISK CATEGORY 1 .E. # 47509 FAX # : 8 88-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#9103 i NOT PLATTED I '' OKEECHOBEE ROAD X X - INTERSECTION 0.8'E OF PL x x - LOT 13 (PB 14, PG 19) LEGEND: —x x (C) = CALCULATED (P) = PLATTED 4' CI 60 = CORRUGATED METAL PIPET CORNS CONC = CONCRETE o.1'E OF F FND = FOUND 5/8" IRON REBAR IRC = 5/8" IRON REBAR WITH PLASTIC CAP PCOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT PL = PROPERTY LINE R/W = RIGHT -OF -'WAY 0 = SET 5/8" IRON REBAR WITH PLASTIC CAP "AJP PSM 6330" c6 O r W s O N Z SET IRC & FND IR 0.71'S, 0.1O'E �­ 20' DRAINAGE EASEMENT POWER X x X x X i LD m col ❑ co c C4 I BRICK I i DECK o r Wow te tea.< N I CLEANOUT POWER POLE 13.03' & LIGHT POLE POLE 74.23' cy ry 3CONC0, COVERED 55.44' SCREENED N PORCH LOT 14 - --- - - - N-- --RESIDENCE- 1 0 I � I 185.00' ND RAILROAD SPIKE 5712 BRIARGATE LANE PE OF SURVEY:j BOUNDARY I PLOT PLAN U C TIE IN ]MPLFTFD ONE 1 10-15-14 DATE. REVISIONS. CONC — 19.24' DRIVE 0 to 0 19.93' 54.71' WALL CONC n of •nur a 18" CMP 2 MAIL BOXES on FINAL N 89'03 185. 185.00' N89'03'40"W 569.99' BRIARGATE LANE 60' R/W - 20' ASPHALT ROAD tAPH I C ALEXA BY: NDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone. (772) 340-7770 LB fMO Fax (772) 340-2250 a M POISE R PO -X X O 00 00 i-: O N SITE N Z_ X Z W BRIARGATE LANE -I' EDWARDS ROAD LOCATION MAP NOT TO SCALE r' LOT 15 (PB 14, PG 19) LEGAL DESCRIPTION: 55.33' LOT 14, BRIARGATE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGE 19, OF THE PUBLIC 4' CLF RECORDS OF ST. LUCIE COUNTY, FLORIDA.- INTERSECTION CONTAINING: 36,702 SQUARE FEET OR 0.843 ACRES, MORE OR - — 0.1'E OF PL - - - LESS- - -- - SURVEYORS NOTES 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. - - x x — 3. THIS SITE LIES WITHIN FLOOD ZONE--"X"; ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. CORNER 12111CO167 J. EFFECTIVE DATE FEBRUARY 16, 2012. 0.1'E OF PL 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE 1 CO. Q�1t SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. pafie, 5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF Approve LOT 14 AS BEING NOO'56'20"E ACCORDING TO THE PLAT DESCRIBED HEREON. 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. FND 3 4" 7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT IRON IPE VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED MAC 199.50' 8 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT FIRE HYDRANT & I O WATER VALVE ASSEMBLY O 0 SIGN I M m 199.99' BY OTHER THAN THE SIGNING PARTY OR PARTIES IS FND 3 4" PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR IRON PIPE 0. 0'E PARTIES. & FND IR 0.43'S, 0.39'E LAST FIELD DATE CAD K:\BUILDERS\DWG2014\DWG\14-1857.DWG REF K:\ FLD CJM / AJP FB. 44 PG. 09 JOB OFF CJM DATE CKD AJP SHEET 1 OF 1 DWG CERTIFIED TO: -A NOT DAVID MCINTIRE FND ' 10-15-14 + ' \\ 14-1857""d ALEXA R J'.'PIA 10-15-14 Professional Surveyor & Mapper Florida Certificate No.: 6330 C 355 LEGEND: LA? = LICENSED BUSINESS. BOUNDARY SURVEY C.B.s = CONCRETE BLOCK STRUCTURE A/C AIR COND/HONER 5712 BR/ARGA TE LANE = R/W = RIGHT OF WAY FORT -PIERCE, FLORIDA 34950 P.L. = PROPERTY LINE WPP = WOOD POWER POLE oe = OVERHEAD UAU77ES - . UNPLAI7ED S88'511001E 185.00' two /D) 20' PLA rim DRAINAGE EASEMENT o0 NPP BRAN P/PE x T- x a �_ °x x (No /o) 20' A°MM 92YAIA W A9WEEl (7fPyCAU �T tu I �• J POOL {„' n LOT 13 h ONE S Y ;• M0170 S qaE FAMILY E510 CE (Nor sNOW►v x LYWCPE/EdfdltF; m� ACE/off GRASS AREA cL WTM ocgzv/4L 1ao' x Al �• / _ /`% �. E C } nl • { S89✓VX40T 185.00' ARM 7RAV ROD �' , ;• . ///pfj IO CJG /(Z R W) FOUND 1 P/ ' (No M BR/ARGA TE LANE CENTERLINE GF 60 PLATTED Rlw 18' ASPHALT PA{E1/ENT 9- E • IN Am7me Park ° a Rd ,aw ¢ " AV - Hpe ® s I I z to d Y W ,S � v . s. m 43°0 ' I N r Seals St SDr Y �wwmess St I O° apwlestDc rd 9d a¢ � EpWARDS RD asan 5 5 6fl . ° :r �i. I Hickory ln 709 I `v-©Apr W� MIN. SETBACK PE-0, CFTC>EI/7wwxp.• ur TO SCALE - FRONT .`i LEGAL DESCR/P770N: co y W s g SIDES LOT 14, BR/ARG47E, ACCORDING TO 7F/E.M4P OR, PLAT THEREOF, AS RECORDED /l�/ PLAT BOOK 14, PAGE 19, OF THE PUBLIC RECORDS OF sr CNR SIDES — LUC/E COUNTY, FLORIDA. E; 4 A J .. 77 n� r 5 ,.` �NG° 1. :3.9 Yid'! A/C%PiBf/c 'COMPANY, - TECH. 1 I l-� /� I FRANKUN AMER/CAN MORTGAGE/7S SUCCiS ORS AND/OR' ASS/GN� AS 7HE/R WtRES7• ,?,FAY APPEAR. � 3 C MMONW£AL 7H LAND iTFc£ INSURANCE COMPANY C 4. Sr LUCIE 777LE SERVICES .INC W SURVEYOR'S NOTES: - v 1. NO A77FMPT WAS MADE BY 7H/S FIRM rO LOCATE UNDERGROUND U77U77ES ON/OR ADJACENT 7o 7HIs SfTF THE APPROXIMATE LOCA770M OF ALL ( 0.�, . 03 rN -44 R U77LI77ES SHOWN HEREON WERE TAKEN FROM ASBU/LT DRAWINGS AND/OR �y � ON—S/7F LOCATION AND SHOULD BE VERIFIED BEFORE CONS7RUC770N. 2. NO ATTEMPT wAs MADE BY 7N/S FIRM rO LOCA7F UNDERGROUND -S/7F F0077NGS OF BUILDINGS OR FENCES ON OR ADJACENT 7o TN/S �.. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR Ei4SErWENTS AND/OR RIGHTS OF wAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT /F ANY. C/I w ¢ SI ZE AREA: J6, 702. 00 SQUARE FEET. FLOOD NOTE* BY GRAPHIC PLO777NG ONLY, 7HIS PROPERTY FALLS /N a000 ZONE OX' ACCORD/NG 7i7 THE FZ000 INSURANCE RATE MAP, COMMUNITY PANEL NO: f2111C0167--J, DA7ED.- 2/16, 2012 c E ,7HE-BEARING BASE Of 7N/S SURVEY IS ALONG 7N£ C£N7ERLINE OF E �=MARG47E LANE (S89VJ40 E) r. y 7 LEGAL D- ESCRIPNUNSrBEVT,wC- ,. s s :q. D/ r ' R .PLAT AND. MEASURED, UNLESS •" A: s .;A. LL. BEA'R%NG5>'. . D S. AnICES SHOWN A _E _ 1HERWIS D. a 0 E 0.1E' .7 ' B : 07N A .. -SU 'MAPS OR`REPOR7S. Y 15/ °- -W ' '9 AD,b/770NS_OR: DEZEl70N.S lO RyEY, __ _ ... , � ' SYGN/ n - OR PARTIES /S PROH/B/7FD A:W177-%OUT wl rm-N .z 7NENG PA. R7Y OF 7HE` SIGNING PARTY OR PARTIES. ct 199.51' SURVEYOR'S. CER77RC47/ON.• I HEREBY CER77FY 7HAT 774/S PLAT OF SURVEY WAS PR ARED UNDER MY RESPONSIBLE CHARGE AND MEETS THE MIN/MUM 1FCHN AL S WARDS S SET FORTE/ BY 7HE-•FLOR/DA BOARD OF PROFESSIONA LAND RVF S AND MAPPERS /N CHAP7ER J —17, FLORIDA STA7UTE,S .A 7HA /T lS UE AND CORRECT 76 THE BEST OF MY KNOWLEDGE AND B EF. MAP ND . REPORT OR 7HE COP/ES ,ZN£R£OF ARE NOT wAUD 1H 1N GNATURE AND 7HE ORIGINAL RAISED SEAL OF A fLORIDA ENSE SU YOR AND MAPPER. THE SURVEY, DEPICTED HERE /S NOT C . BY L UABIUTY INSURANCE. Z. CRA/ D&MON PR AL SURVEYOR & MAPPER NO. 5647 STA7F OF FLORIDA OR M r-AW. CHECKED COW. I£ (MD) 3-17--1012 SME I,- 30' NUAfm? 12-00 1 S ar / or