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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: I [Date: Fee Due: Receipt# Permit # 3 J 'a _CQ g' PLANNING & DEVELOPMENT SERVICES O BUILDING & CODE REGULATION DIVISION A a 2300 Virginia Avenue �� ,,� 1 7 i Ft. Pierce, FL 34982-5652 772A62-1553 !( v APPLICATION FOR ALUMINUM STRUCTURES PERMIT SCANNE'DALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED BY St. Lucie, County PROJECT INFORMATION /� I . LOCATION/SITE ADDRESS: L0601� SO. I ij�'0' c l i � M Dr. rOr-- `R roe r/ ?� �j5D 2. PROJECT NAME: (CY U�.}} eY001 SITE PLAN NAME: 3. PROPERTY TAX ID #: 34-1 a - 14-1- C-190Oi' 000— 5 4. LEGAL DESCRIPTION (attach extra sheets if necessary): to &o 46 g60V Lod 4� Sherd Of 60" U ,Th t�,n ,.J 400 ` -Th s 1 16W V, I LJ 5. PLAT BK PAGE BLOCK LOT �,I- 6. PARCEL SIZE: ACRES/SQ FT. .-5 LOT DIMENSIONS i i � 1 7. SETBACKS (ACTUAL) FRONT: BACK: �� RIGHT SIDE: LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N = New SG = Slab on Grade SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS CONSTRUCTION R = Rebuild WD = Wood Deck ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED NEW ❑ EXISTING X X POOL ENCLOSURE tjS_ NEW ❑ EXISTING ❑ M H ROOF OVER ❑ NEW . ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ ` EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ -EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ Ci 4-0 OD The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04/2612010 OWNER INFORMATION /1 nr(� 3� 1 rnb r✓�f IMF Y'� Lc l �� NAME:pp lG ADDRESS: 60 t So- CITY: l l eAr C STATE: —��J ! ZIP 9'6 PHONE (DAYTIME):(3A �, a �'p(D EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: i FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: _ _ _ RX 1 1 0 6 6_91 9 j ST_ LUCI E COUNTY CERT #: 4763 BUSINESS NAME: _ Ai an c-r Rr•re.,.en I Cry Inc TT QUALIFIER'S NAME: Michael N dmian ADDRESS: 1 FiR2 SW Ri 1 tmnre St CITY: Por Saint Lucie STATE: FL i ZIP 34984 PHONE (DAYTIME): T72 )_ 340-43 3 FAX NO. 340-4626 email. ioneerscreen(dm n _ com ARCHITECT/ENGINEER: l� m A SSoC.I q,+PS ADDRESS: �, ��y do3q CITY: (�� ��r. p(� STATE: `F►r ; ZIP 33 (01 q PHONE (DAYTIME): &I3) 5� a 3CA5 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC PLUMBING, AND HVAC ; ' i ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. E9 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. El 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification- ( not required for construction unrelated to `storms) i OFFICE. USE: ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING 2 LAND USE LOT CVG % Additional Permits Required REPOREPORT ii 1 BIMS FEE$ MISC FEES TOTAL FEES BUILDING & ZONING REVIEW REVIEW FRONT COUNTER ZONING SUPERVISOR PLANS A , ER VEGETATION VALUE OF CONSTRUCTION USING ICC TABLE DATE COMPLETE I ���SW = ` ! 1P23.1JA INITIALS i�� I`gt4. PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: LI 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any App I ved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THEI FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL, ALL PLANS MUST BF, 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 Architecl • All relevant tables & details, if using a manual, must be prc drawings. • The plan view must include all dimensions; the location of identified thereon. • All elevations must be shown, including 41h wall detail, dim • All primary and secondary carrier beams, spans, spacing, g • All methods of fastening or other details which are relevant • All upright column heights, sizes, spacing and gauges must • All chair -rails, roof purlins, girts, channels, knee -bracing, I must be sized and identified. • All ridge beams and super gutter or fascia attachments muse • All roof pans or composite panels, with gauges and spans, r • All footing, slab and ISO pier designs must be on the plans, 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANYALUMINUM CO! REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: s Scale on pages which are 81 /2" x 1 1" or larger. ierly highlighted and must match design checklists & re host structure and all materials must be sized and -nsions and all material must be sized and identified. uges must be shown [Example: 2" x 8" x .072"]. to the design must be identified on the Plans. be shown as follows: [Example:'3" x 3" x .050"]. -bracing, cable bracing or any other required component be identified. cost be sized and identified. per the Architect / Engineer's plans & specifications. and height specified and shall have self -closing, self - SHALL MEET ALL OF THE ABOVE (A) 2 copies of the current product approval [i.e. N.O.A. or State of �lorida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, er FBC 1714 clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all , lans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (1V) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO IA MOBILE HOME SHALL REQUIRE: (a) A 4°i wall or a current, signed original manufacturer's attachm number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly ac (c) A Certified Florida Engineer may design the manner of attache assume full responsibility for both structures' integrity by site approval letter which includes the model number, serial I to. of the proposed structure to the host house but shall ific documentation. CERTIFICATION: This application is hereby made in order to obtain a permit to do! the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS, SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. 1 , the Contractor / Owner Builder, have verified that the existing foundation m9os the re uirements of the Engineer of Record and is i a dequat�ondition to withstand the uplift and weight of the alu um stru�re and said structure will not exceed the f flnt of a structure t at was m existence prior o remova v Into- � OR CONTRACTOR SIGNATURE STATE OF FLORIDAt%`'_ COUNTY OF cam* - L_>_tj�� _ TURE STATE OF FLORID COUNTY OF � L l...t6 e The foregoing instrument was acknowledged before me The foregoing instrumecntt was acknowledged before me me this gI May of �CCrnba , 20 13 me this Vil day of ,'czxnb&y' , 20 13 , by 1" 11 'iNG £ k f,V) lug by 1" % CJN e -i I 6u) n '1 s / who is personally known to me, or who has who is personally knownto me, or who has ,;pAe"°';; BEVERLY S WALLACE ""'�'• produced produced:? BEVERLY S WALLA( N # EE830250 as identification. I`I�,,,.�EXPIRES November 03,2016 as identification. '",���'EXPIRES ISSION1tEE830. (407)398-0153 FlondaN (407)39—"j November 03, 20 otarySery cet.eom Flondallota "en,ee.eom Q GC, (Seal) (Seal) Signature of No ry SignaureofNotary IMPORTANT NOTICES: • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) \6AYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. f- AFTER RECORDING -RETURN TO: PERMIT NUMBER: SLc I In - oa�7 JOSEPH E. SMITH, CLERklurHE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3909444 12;20r2013 at 04:13 PM OR BOOK 3589 PAGE 2791 - 2791 Doc Type: NC RECORDING: $10.00 NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal'description and street address) TAX FOLIO NUMBER: -:? Z , / 441 �100 / O 00 _6- SUBDIVISION BLOCK TRACT LOT BLDG UMff /Z 44 0a f3-4 , a1 ®Fd Z.1 4Fc1,6V'T COTZ 1 W Syelcd:oP/aca./2r✓. i/! /2cca/l��Fovo i.V e! y#Tiyt� •e�lv 2. GENERAL DESCRIPTION OF IMPROVEMENT:IA/SY4// �/paG �n/c/aSer� Dom/ Cr�li.f�'i.0 �-, -.52,4e 3. OWNER INFORMATION: a. Name/eMCn'T f s /fi,osQEQCY �D J'C,!`7, I b. Address IP�D/ -S � %dca da L T,Err ec. g, /'z -YZf b c. interest in property.� d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: /1. 0 2 J,4d, %3iZS-t . A J- I - FL J? / 5. SURETY'S NAME, ADDRESS AND AND BOND AMOUNT: b. LENDER'S NAME, ADDRESS AND PRONE NUMBER: -7z_ S 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himse or erse er est ' 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice'of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 120 POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR Signature of Owner or Owner's Authorized Officer/Director/Partnedl`Aanager Print Name and Provide Signatory's Title/Office State of Florida County of <�'I'• 6 -e--e-d c The foregoing instrument was acknowledged before me this _day of /(%0 V, 20 d°hec , ; — . as D 4) r ,q (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) v (Name of party/ n behalf of whom instrument was executed) Personally Known or produced the following type of ID: r , o: ,. JO ANNE WILLS Commission # EEDO Expires February c S' ature of No Public 6eut S. 'BondedTFwTroyFainInsura (Printed Name of Notary Public) ( Notary ) ( ) Under penalties of pedury, I declare that I have. read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s)�or Owner(s)' Authorized Officer/Dirreector/Pertner/Manager who signed above: ly• � By I d E YL TA9. pl&t f. T (Signature) (Printed Name) Rcv. 0en012007(acmrdNg) FOR Co I)ATR l T -ST BE DE .PLANS B U N 0 rF cr,G 02 LL S10) CAR MANSARD BEAM CONNECTION DETAIL 11 / GIRT TO POST E.G.TION DETAIL AN01E ]' lDN0 2 SYS 'a.�°. ` 2ab0.010 WAN GVE RA2. ATp 9'AE11 2 InL llf OSc�xrcc�4.E roA 7o S4S O ro I.2 Dyyq�: IQ (2) fASiEH" 701 FASTEN" ro WW11Kt (A) I12.1' eue (GCK i£G)i' �{ M K MT BAR m i60E1-7e .WDl1 (y� II2d(' sus 8i TSAY (TP.) pf TF 4.`..'iwe. i'e' LOI 2F Tk K OY'➢Y•EaW .IiB' ta3CSS NAa�• SCREVS m19"m , on ®©©®® DO KIM & ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BO. 10039 Tampa, FL 33679 Tet (813) 3740321 ;evmam Descrl tlon ISSUED (( :- 12dy�,SY.S.: FAC,i U], A,A ( `S12'W "Y CMKIMEL ro Iff/JI p SCREV roTAL W101M (4) IIW' . sus . SORE B065F5 (77P. AE7 Tmo gD,y � O 24' OA (np2sffi070 5¢'me TIiBIE MR ) Di SUB fJ C (� 'J � W U ai 1KE-"2uE0 emenuc Damn R 0-on'uAn 1HGOE55) 2 I/B• . I' . 3' Ifs P. AETER-7N'0 1iANG4 GC11 ' fl.) (l) ll2d}' sYs. f.LH lf0 (6) TOM1 (T1P3 c N U O U Z Ill Z PURLIN TO ROOF BEAM CONNECTION DETAIL 0 a (Z J Z = 0 W w (On J U m U 0 DRAWN BY. DYK "gyp+�. CHECKED BN DYK BCAIE: A59HOWN ll� BEW my BE SOP"OR MT (SEE P MR SME) DATE: fl�,t/OB DVTVON KIM, P.E. F E .NUMBER A9A97 IM 8 CIATEB, LLC CAk 28BB7 3 li' IIA%. Ct ff iASfEI[RS MPD PO Bm tOW9 Tampa. f133678 2AN 6Pi: w F BEAM Drawing No. - 060611 SHEET 1OF3 COLIIL•T/PoST x• C(E. SOE (TP.) 2OS1/B' LG,ANIXE 2EDGE' Yul ii- S4S WBNIXYI'* W ( oANrtC:M"w`lP o; nag U NAn. (W/ LI• FOI OE YmE —SIJ •• •• nwai ;I O11z w (EVSGQ "1 } • Ir.,. b 3• LAx Av HiSLYKW 46CY AF OO 24' O.C. IJD Y' FROM PoSf MP.) `SIDE ,46L.COL6MN ,O CONCRETE ` ' ONNECTIONDET IL 9• as SOLE MTE SEE PIAN SIIE 'C"(?:, i ro fORNFA + `. �. � FDOE Oi C0IGREIE--13•.�"TM",-.• -—L(STPS mH /1l.Tx• Gy^ �� PI Au VIEW K r�`�T•(}EANGLE AND AT ATGCtED ro THE WIT, RDN WIT, L+x2 O.B. MP R.ME 5ECIGN f � SaY/ CmOER POST 1{' M WASHa O 1B' O.C.BEW MI+N 01E (1) x•. BOLT: •iiH IEImfM WLSHER ATTACHED TO BEAM OR aw RAR. I.ad SEE WALL COfeOR UPRIGHT © OLYANLL•IBRACWo SIYLL NOf BC ARAC�BIMJD•lT0 liQOF g1RLNS. 2�.0; WS�BPACE (s¢� ELEVATION VIEW NAL ROOF CORNER POST / COLUMN UPRIGHT DETAIL TIOC BPGR PAWS G8lut ON TOP Oi PDOrrR O.B. SOLE MTc 2! x' hS' COHCREIE SO CONc 1x• a EYBEOTEM (YEL) 1b POOND (YY )PEA C{Y.] �:( ��u7J G• • 50a 011 CpOA LDTERDcIc (ms P2=TCIoM YN. (1)-15 YUsf OVDaAP wNlAwous, SFIGE LSL FOUNDATION/SLAB DETAIL DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box IW39 Tampa, FL 33679 Tel: (B13) 374.OUI R-Jl)arel Description /a` hat I Issum 25W PSI YIN. CONCRETE SfRENM APPRowwX .. • d, • J •. .. COMPACTED OR d. (♦ . * UNDISTURBED SOIL/SAND _ • • •• d[3' (2)-/S REHAB, c (NCONTINUOUS YIN. CONC. CER, 36' MIN. W K HAP SPLICE O I U m c O 12' MIN.• N Z U LL MIN. CONTINUOUS PERIMETER FOOTING Za) w (BY OTHERS) c Z � 0 EL � U) K Z U U W BO. ALTERNATE -IW 2x1rx' ANGLE (A) 112X' EALAN BRACE OMWN BY: DYK O'A PIAtIDT O'A'd{' ANQE (BPACia W/ CHECKED BY. DYK (• IT �GOiI� SCALE: AS SHDWN DATE 81111p8 • • 2IW ANE/E 2' LONG ON �9 •) @1 BEAM WT BE MT BRACE) OR S OPFD DO YEANLP.E. (s) 11 �S �a Doi((1) O 'LA BRACE FLA, RECI U BER 11111 Ila3i' SYS Doi END) (SEE MN) DO 8 BBOC C ALTERNATE 12) 2688] 2x3 BRACE Box 10039 T. pa, FL 33BT8 PLAN -TYPICAL ROOF BRACE TO BEAM CONNECTION 1 Drawing No. - 060611 SHEET 2OF3 Grnxaf lhfes an, litafians 1. Contractor hat€ field verity all dimensions before construction and shall nchty el4leer of r5screpancies for immedliate 2. Climate all he clW= 28 day caopressive strength of rc--2500 pst rd be is accordance Wh the re*ements of ACI 318 Reinforcalg steel shall have a mdn fo'1d strength of 40,000 psi (grade 401 and he provided with corer in accordance with ACI A 3. All dicer ' ns are provf&4 by contractor, 00 K;a t Associates, LLC have made interpretations wWe necessary. C The follow`.1 structures are desisyred to be attached to block and wood frame strwfores of adedplate struckwal capacity. The contractor In& verity that the host structure is to goad cwdtiocl and of sufficient sleErith to Wd the proposed addition. If there is a pestion about fhe host stnature, the owner lad his own expenses shall hire an architect or engsieer to verify host strature c apacity, 5. Screen den ity shalt be a xlax man of 18 It 14 x 0.08' mesh Nall screen shall be removed in accordance with Rdle 61020-11102 Alternative Design for Screeo Ersiosnres, Alumincim shall be IM453 Ahoy, 6005-T5 Alloy, or 605346 Alloy based n1 try standard s .ems, thicknesses, and tolerances unless otherwise noted fi, Unless oth rwise noted, SKB shall be stitched with tt1001V SM at Wax,, top and botton. T. Connect€on ns screw basses shalt have irkdmax 41-4104" per cormacdon mass s`rown otherwise. 6 Uatess o1 v se shown, screws shall have Q' Vum edge distance and center -to -center distances as shown to this table. C-1022 Low Carbon Steel SMS L Self-Drilt'ng OM Screws Odustry Standard Screws) Screw Nominal Saev Diameter Ga3 f1ininium Edge 01siance t�dcm Center to Center Warn #to (IM I 1y " $" iffy 014 DWI 0250 9. Strdature s been designed to meet the 2010 FBC. Pr*ct is sited where the Ofimate design wild speed, Ym, is 150 mph 13-sec gust) for I isk category 1 w1dril}s am ether structures. Exposwe B. Design pressures are from Tabte 20024, 2010 FBC reduced by 0.68 foi screen mesh factor, 0.6 for allowable stress dasign WD). 10, Conte a xhols may be 'Large Outer Tagmds' kT0s), Ta',sron concrete screws, Simpson Strap) -Tie Anctmrs or Titian Screws or apiror e%al. DO KIM ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 37"321 aroate Description 1 p,2 Issum f f }\ 1 1 rn J o c O w U c=n C O N U U z co w z d w d w o z W d 0 U) Z U U U C3 SDAIE: AS SHOWN DATE Nil= ` E N KIM, P.E. FLA. O NUMBER 49197 0o aassoclATEs,uc CAw 26BBT PO Box 10039 Tampa, FL 3. y (� (5 Drawing No. -060811 SHEET 3OF3 r � a vP�3"d�' �'rJ�' ice. �'..'•� r..av ,."�e..'+�r .i'�''�.S'.6�"7+ - - -- _ - -- Fj I-L-E '3 � ems'• �' a': � �.�. �.. . � � - m �-+-.. ��'� � ®' > -" . � ..__ .._.. ... '','� � ��� �� � �� � � /j,�'• f� r coo_ �.yj' � - — _ ---- ---- ov 4v UA Viv Pow �.�-• .- - � o_. � ate.- �, _ ..v+� • - -. o .< <� - - - - .�.�s• _ � � — �l , � � ,cr.. .. .. • .ro �1 MIN. SETBACK REQ. - �`, • � o� FRQMT s vSIDES CNR RIQES`..�.�— — - - REAR l ZNG. ` TEL , _ �