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HomeMy WebLinkAboutSUBMITTED PAPERSDate: Due: Receipt# Permit # PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 Application for Aluminum Structure Permit SCANNED All information must be complete and filled in to be accepted. BY .-DL. Lucie C©�,mty PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: / %ZQ C4 12 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: �-3 l 3— 1 3 3- 01010 1_ p O 0— 3 4. PLAT BK PAGE BLOCK LOT 5. PARCEL SIZE: ACRES/SQ FT 2 . O 7 LOT DIMENSIONS 1,52 • 5 x 3 / 6. SETBACKS (ACTUAL) FRON�: ' BACK: L % r RIGHT SIDE: �� ` LEFT SIDE: 7. B+RI+EF EXPLAN . T 0 OF ► ES.0 TiLOhI . �RRIC° CQ ►^ LC + WV— �-� - Lj U P l . 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ 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 [Y^ D ALUMINUM COMP, SHE 5 G NEW El EXISTING X O ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet :TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ 1 510 O 0- a 0 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.04/06/2011 OWNER INFORmAirIOfd - NAME: Devi IL,-, ✓- ADDRESS: I > X0 G� �� w c.r 9-LA CITY: P i �� STATE: ZIP 3 c1 q K PHONE (DAYTIME): (i 2b 2 0 t `-1 I EMAIL: 't e- J wt^ FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (� CONTRACTOR INFORMATMON STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: - QUALIFIER'S NAME: - ---- - ---- -- -- - - - - - — -- --- - — -- - - -- ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): FAX NO. email: ARCHITECT/ENGINEER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACKED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND RVAC 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 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) QFFI E. USE ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT BIMS FEE MISC FEES $ TOTAL FEES CODE ZC)7�1�iVIM V.- FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE a��J I� INITIALS ` A 1 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 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 tructure that was in existence prior to removal by the storms. OWNER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FL!;I COUNTY OF \,r1� The foregoing instrument was acknowledged before me me this � lay of 20 - -� , by �l2 l \aCl who is personally known 1 Ito me, or who has produced ✓1 LJ '��� as identification. GpIG ►AK Ft � Signature of Notary EXPIRES APrt 12' 015 ters 3ondedThru Notary Public derwd IMPORTANT NOTI. ^°f STATE OF FLORIDA COUNTY OF The foregoing instrument was. acknowledged before me me this day of , 20 by who is personally known (p'!r�d5duced as identification. Signature of Notary to me, or who has (Seal) o 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 OWNERBLDR AFFIDAVIT. ® . ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. a 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. PLAID k VIEW SPECIFICATION CB 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. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) 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. o All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. e All relevant tables & details, if using a manual, 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. o All elevations must be shown, including 4s' wall detail, dimensions and all material must be sized and identified. C All -methods of fastening or other details which are relevant to the design must be identified on the Plans. - __ o __All_upright.column_heights,_sizes,.spacing and.gauges_must be.shown as.follows:__[Example:.3"_x.3" x .050_'].____ C All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. o All ridge beams and super gutter or fascia attachments must be identified. o All roof pans or composite panels, with gauges and spans, must be sized and identified. o All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. o All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. 0 Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (11) SITE CONSTRUCTED SHEDS, HAVING ANY 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 ASCE-7, 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 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 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. JOSEPH E. SMITH, CLERK 1-7 THE CIRCUIT COURT - SAINT LUCIE COL -.Tx FILE # 3927018 OR BOC' S05 PAGE 2292, Recorded 02/20/2014 2:35 PM NOTICE OF COMMENCEMENT spa 27 '2313- t33- 0001 - Goo - 3 Permit No.0 ) "i � � Tax Folio No. State of Florida County of St. Lurie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is prodded In this Notice of Commencement Pl- 3 5 31 1 t3 Legal DesoripCT of Property: (and street ad uIf availab�): �-7 CPO � h .,.� I .l �wrk ;cr«� lvl- 3H�It-(S �3 3-t33_oo0(_ General description of Improvement: A +'�+v - Owner Inform or lessee Irrfarmadon if the lessee contracted for the Improvement: Name 1./ .:r 11r�to�i-4 Address I'1 36.0 L an V1A✓tl i a/') v e wee+ ILL ? e(e!K Interest In property: r7L�JV%c-e" Name and address of fee simple titleholder (If different from Owner listed above): Contractor's Name: r f J.-r Contractor Address: Phone Number. Surety (If applicable, a copy ofthe payment bond Is attached): Amount of bond: $ Name and address: Phone number. Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as prodded by Section 713.11) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Uenoes NaVice es prodded In Section 713.13l1) (b), Florida Statutes. Phone number of person or entity designated by owner. Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymentto the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of pe ury, I declare thgt I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowled lief. 7 (Signature o�Owner or Lest, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before methis_day of— , 20_, for Name of Person Type of authority (e g. officer, trustee) Parry on behalf of whom Instrument was executed/ amev Personally known_ or produced Identification_✓/ (Signature oftlotaryPublic - State of odda) (Print, e,Wr Stamp Commissioned 10L PSrbllc) Type of Identification produce %?, ��IRES:Aptl11220� .. �HVq'��ufdorwnfem STATE Of FLORIDA ST. LUCIE COU14TY THIS ISTOCERTIFYTHATTHISISA T i'•+1c A li Ct?`r't�.ECT COPY 0- T14E OAID1 ' JO c N E 94ITH CLER By: nee ). Qata �► PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, j : = Gore I2�( /�3(3- 133- oo9 'O0°" 3 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie 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. Property O r Name (Plea a Pri ) Property Owner Signa ure (9a/9-0 Date STATE OF FLORIDA, COUNTY OFF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 I ,\ t BY SS SONALLY KNOWN TO ME OR WHO HAS Dnnnrlr'Gn `�V �<n { �lC AS IDRNTIFICATION. OF R16TARY PUBLIC ' % � TYPE OR PRINT COMMISSION NUMBER SLCPDSD Revised 08/24/2010 (SEAL) ` � y PU51' MY ANGELA Po1. HUFF COM SSION # [� 083530 Bonded ThruEES: April 12 2015 "r Notary Public Unde nvrifers Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 - OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial,building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide w kers' compensation for that employee, all as prescribed by law. Your construction must comply with all applica a aws, ordinances, building codes, and zoning regulations. Initial i I understand that the building official and inspectors are not there to design of give advice on how meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. /\ Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liab o the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction proiect- they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and related ed cal cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zongqg Department to the Florida State Department of Professional Regulation. Signed and acknowl ged on this .10 1"l —day of In of 20. Owner/Builder Signature STATE OF FLO D N COUNTY OF a� F6D__' The for oing instrument was acknowledged before me this ay of 20 , by who ' pers allyCnown to me, or who has Imduce ells identification. � cL-- , Signature of Nptary Type or Print Nam of Notary 'o'W' =HUFFTitle: Notary blic Commission N er ! :'_::My C83530EXP15SLCPDSD Revised 07/22/2010pfBonded Tdervaiters KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED March 10, 2014 KSM JOB # : 140408-1 d/ES/km PERMIT # 14020271 CONTRACTOR Devin Wheaton JOB LOCATION 1720 Copenhaver Road Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill for Metal Shed TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 110.9 113.5 97.7 2. Center 39 110.3 97.2 3. S.W. 40 111.1 97.9 Soil Description: Brow Sand with Shell In Place Moisture: 7.6 Percent Optimum Moisture: 12.4 Percent Max. Dry Density: 113.5 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree ofCompaction Meets MirMIW =l 66Jor Staked %s Y*iken'fi6 Natural Grade. 115.01 1 1 1 1 1 I W , E G114.0— —� — �— —� ------ -- ---- H T I I I I I I 113.0+-— f- — --I— - —I — --I----t---- p , I I I I I I I C I I I I I I I 112.0--- --- ----- -- -- --- •---- F I I I I I I I I I I I I I I 111.04----I_ — I----1--a----I----t— - D R , Y I I I I I I I 110.0T —� — i— —i --i-- —i--- �- 9 10 .11 12 13 14 15 16 Moisture - % of Dry Weight er, �� `� RECEIVED t„� 1 g ,iBuilding Department .IJt on@hotrriail.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 6M66 03/11/2014 16:31 7725896469 KSM ENGINEERING PAGE 01/01 &%*JAVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, I=L 32978-1377 SEBASTIAN (772) %9-0712 PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: K$MOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED March 10, 2014 KSM JOB # : 140408-1d/ES/km PERMIT # 14020271 CONTRACTOR Devin Wheaton JOB LOCATION 1720 Copenha.ver Road Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill for Metal Shed TEST LOCATION DEPTH r PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 2. Center 3. S.W. Soil Description: Brow Sand with Shell In Place Moisture: 7.6 Percent Optimum Moisture: 12.4 Percent Max. Dry Density- 113.5 P.C.F. @ Test Locations The 0" -12" 40 It 39 40 Density & Penetrometer Reaqll� �tqe "'IP r 04a m� orr%aked JWANtion�/� go � M Di�nw►C1.a81W� T.,I:.r. L.LAI..a....,1 ram.-..J.. R Eq, •-- C R. IL 0 S 0> Fax & Uunty Building Department E-ma heaton@hotmail_com 110.9 113.5 97.7 110.3 97.2 111.1 97.9 Moisture - % of Dry Weight RECEIVED MAR tj ?n'A Ronald G. Keller. PE_, 37PA'A / Al 1 ir. Nn • ARn / I,.II.. � le-11.,.. ee . 00130o 0 ST. LUCIE COUNT`( BUILDING DIVISION lr EVBEWED FOR 00IMPI '0E. . REVIEWED BY DATE PLANS ANO PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE BADE STRUCTURAL DESIGN ENCLOSED BUILDING . FRAME AND FRAME P; 6 December 2012 Revision 0 M&A, Project No. 12117E THESE PLANS AND AL.;L PROPOSED WORK ARE SUBJECT TO ANY CORRECTION Prepared for: REOURE0 BY BELL) INSPECTORS THAT MAY BE NECENkV IN OANA TO Mr. Danny Lowery COMPLY WITH ALL APPU0014- 009981 President- Steel Structures 1660 Dixon Airline Road r� Augusta, Georgia 30906 Prepared by: Moore and Associates Engineering and Consulting, Inc. 1009 .East Avenue North Augusta, SC 29841 M00RE Ar\10 ASSOCI,-\ i ES :-Ni';t+V''r'FIIPJf; ANC? C C.1�i5;1 � _Yi1 CONCEALED FASTENERS OR ATTA041ENT ARETHE RESPONSISILP OF THE CONTRACTOR OF RECORD . ... `t t1\\1}1144t1ddild�Zf7 eta�'�9xzans€ w1�:� ay A�y'•r� AND is' ASSOCIATES, INC a ' 42fG./(em s �dp�ltFl1+�7H1►1lT1�� r'r+r))ra s 'Pcttilittt'`{,t` 11111�1ji4i6ctp119$Ptij,��r� (; T . W q. 24069 69 JRAL /�j • 'YVIl4 LE 4,: F" -0 . ,/jdf�f�r77it 4111}11111�\y\` ' dSa0d999dSddc _ {' ttA9 A4`e{ 6 V6' to . h3V•[ .a S `c' LLB diR'e 3'p�p�lBB6e06��'��gb -�'�4LUi'�'" �,�q�96ilD8ADvppp© . �,��+y 8 �N�8.44ryp�4°44p4°� q,,i�� 00 C 6 A,/ L ..+ a 6-r't 1 E O F a . 0,Q . ,, p • u11 . f 7? �S c u e . n . cam (}�y'. � � �� ��i,�� `•�+,`'`%� "F FILE.COP.�lmv v1V3 "ANDASSOCIATES BqAVN BYI JRS BI:NNETT BUILDING SYSTEMS, LLC . F_,NGINEERING AND CONSULTING, INC. ENCLOSED BUILDING PE SEAL COVER SHEET CHECKED BY. PVq THIS DOCUMENT IS THE PRIPSM OF 133RE Ate TES, D• THE U2LVJn D &TMN, CYM IP6t aTHEkv= USE w Wits Dom%wm i..P WMiono AND ANY DFRVXZMXT THE CLAY BE SUBJECT TO PROJECT MGRt 1�SP1 ATEI 1P-12-12 AEI NTS N01 P2117S CLIENTI - T. P QF' 12 WG. P7ai SK-3 ❑ BOX SAVE FRAME RAFTER ENCLOSED BUILDING (Sheets 3, 5, 6, 8, 9, .10, AND 12) UNG TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE- 1/8' = 1'-O' a BOA/ FRAME RAFTER ENCLOSED BUILDING (Sheets 4, 5, 7, 8, 9, AND 11) 30' MAXIMUM RAFTER SPAN TYPICAL END ELEVATION-H❑RIZONTAL ROOF SCALE, 1/8' = 1'-O' P; TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SCALE: 1/8' = 1'-0' SCALE- 1/8' = 1'70' INSTALLATION PLANS, DETAILS AND NOTES FRAMING'AND FASTENER SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE CFBC), 2006 INTEP.NATIONAL•BUILDING CODE (IBC) AND 2009 IBC. 3, 2010 FBC WIND PRESSURES GOVERN OVER 2006 IBC AND 2009 IBC WIND PRESSURES. 4. DESIGN LOADS ARE AS FOLLOWS, A) DEAD LOAD = 2.5 PSF B) LIVE LOAD = 12 PSF C) DRIFT SNOW LOAD' = 24.2 PSF e UL7IM T'L W`iND SPEED ILS' Li 130 MPH (NOMINAL Wlfl '�,B9 Tp 1- MPH} :aX'IMURa. TER/POST rVND�ST ,t7A-ING = =D F 6. ULTIMATE WIND SPEED 151 TO 180 MPH (NOMINAL WIND SPEED 117 TO 139 MPH): MAXIMUM, RAFTER/POST AND END POST SPACING = 4.0 FEET. 7. RISK CATEGORY I OR 11. 8. WIND EXPOSURE CATEGORY B, C, OR D. 9. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED' DIRECTLY 70 14 GAGE STEEL TUBE RAFTER FRAMES. f; 10. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR DR END) = 6 INCHES. 11. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3-12 PITCH> SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 2. GROUND ANCHORS CONSISTING OF t14 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW C < 116 MPH NOMINAL) WIND SPEEDS ONLY. 3. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN G' OF EACH RAFTER POST ALONG 4. OPTIONAL. BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH, ( > 117 MPH - 139 MPH NOMINAL) FI ELS -COPY MOORE-AND ASSOCIATES DRAWN BYo JRS BENNETT BUILDING SYSTEMS. LLC GINEERING AND -CONSULTING, INC. W, PZH ENCLOSED BUILDING Z=Wff = IM PRWEM DF � AM A=CIA7M DQ THE T !lS�7 TF� P1-92-L pSTS 6rY6 L IUD, - _--- OR DnE'm= use [S Tms DDCMff is 26 OR 29 GA, GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS - AND POSTS WITH )/4'x1' SDF•S VITH ' CONTROL SEAL WASHER C AVERA155E 6' O.0 SPACING 3 12 3 ' `24' 16 GA. U-CHANNEL j. BRACE FASTENED TO �? RAFTER VITH (2) 1/4'ri' _ • SELF -DRILLING SCREVS AT EACH END u (4 PER BRACE)' LENGTH VARIES DEPENDING GN rvunHER AND SPACING OF' RAFTERS TYPICAL RAFTER/POST END FRAME SECTION TYPICAL.. RAFTER/POST SIDE FRAMING SECTION SCALE' 1/8' = i'-O' SCALE: 1/8, TS BOX [AVE RAFTER NIPPLE TD RAPIER i fi I°I� BASE 7 � IS RAFTER POST 25' 16 GA, U-CHARNEL BRACE BASE RFlIL Lod (5' TO T RAFTER POST) HINIHUM 5' LONG, MINIMUM OR 14 GA.. T S NIPPLE. SECURE C8' TO t4'}RAF 98' 16 GA. NEL BRACE WITH (6) 1/4'xt' S➢F'S o' RAFTER POST) 6' NOTES N'7 BRACE AT END WAL'..(� I SET BRACE AT IST POST/RAFTER CONNECTION FROM END VALL. (SEE BRACE SECTION) o_-TS CONTINUOUS BASE RAIL SECURE VITH I--f-T'T— C4) 1/4'xl' SDF'S (EACH END) NINW..UM 6' LONG, MINIMUM 14 GA.. o TS NIPPLE. SECURE POST TI) NIPPLE VITI4 C4) 1/5'x)' SDf''S TS RAFTER POST - BOX EAVE RAFTER/C❑RNER RAFTER P❑ST/ POST C❑NNECTI❑N DETAIL BASE RAIL C❑NNECTI❑N TAIL 1 ' SCALE N.TS \ SCALE: NTS LE —- 16 GA, U-CrIANNEL BRACE FASTENED T•3 THE LEG AND RAFTER. VITH (P) I/4'.0' SELF DRILLING SCREVS AT OCACH END (•t PCR BRACE) BRACE SECTION -SCALE: NITS F.I:,LE COO"' MOORE AND ASSOCIATES I DRAWN IM JRS BENNETT BUILDING SYSTEMS. LLC ENGINEERING AND CONSULTING, INC. cHEcKED DYI Pax ENCLOSED BUILDING Tt4S TF% PRDpERiY `AND AiS�CIAIES' TT� R13JECT MGRI V SM DATE1 11-12-12 SCALE( IVTS J*JE ND 12117! L➢JRUTF�D REi'i�TDBd, CiA'YDiG. DR Qii4RNISE USE [F THIS D3T IS STRDCTLY PRUMIfED AND ANT' PFPjR eh7 T}M2 U UN MAY B SUBJECT TIJ LEGAL Pzllm C( 26 OR 29'GA. GALVANIZED METAL ROOF AND WALL PANELS FASTENED TO RAFTERS AND POSTS WITH 1/4'x1' SDF'S WITH CCNTRCL SEAL WASHER B AVERAGE 6' CIL. SPACING 1-'S l2 �2, ' 16 GA. U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 1/4•xl' SELF -DRILLING _- SCREVS AT EACH END (4 PER BRAC0 i t �W 30' MAXIMUM RAFT LENGTH VARIES DEPENDING ON NUMDER AND SPACING OF RAFTERS ,� TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST -FRAMING SIDE SECTION SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1-0' TS BOV RAFTER NO SCREVS- REQUIRED IN BDV END H INIMUR 6' LONG. MINIMUM 14 GA., TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (•) 1/4'A' SELF -DRILLING FASTENERS �TS BOW POST BOW RAFTER/C❑RNER POST 1 C❑NNECTI❑N DETAIL SCALE! NITS ��- SECURE WITH (4) 1/4'xl' SDF'S (CACH END) 24' 16 GA. U-CHANNEL BRACE (5' TD 71 RAFTER POST) DR NIPPL IS' 16 GA U-CHAN (B' TO 14') RAFTER NOTE NO BRACE SET BRACC AT IST CONNECTION FROM (SEE BRACE SECTI MOORE AND ASSOCIATES ENGINEERING AND CONSULTING,'INC. n= i UIPE iT IS TW PRCe�E'RTY W MMM NO ASSOCIATES. Dom. TW TLTRIC Y*Wff ES S ��RB �1}FR4�dT THOM MAY BE SOJECT M EGU KEL GRACE BASE RAZE 3/1(./""YS' RAFTER POST POST) — 14 GAM LONG, N,INIMUN AT EN VnLI_. � 14 n., Ti NIPPLE. SECURE POST/RAFTER WITH (6) 1/'xt' SDF'S END WALL. -GI ONY .. o o TS CONTINUOUS BASE RAIL • El I iI.��-ICI:..-��1 RAFTER P❑ST/BASE RAIL 2 C❑NNECTI❑N DETAIL SCALE: NTS + iu 16 GA. U-CHANNCL D ACE FASTENED TO THE L G AND RAFTER, VfiH (2) 1/4'xV "----"---I SELF GRILLING SCREVS AT. EACH END (4 PER BRACE) BRACE SECTION SCALE: rPILE.C.opy t BY, JRS BENNE, T BUILDING SYSTEMS, LLC D BY, PBH ENCLOSED BUILDING i WGR+ VSM DATE, 11-12-12 ._ SCALE, NTS . JOB Ii 11 12117S BASE RAIL. ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED$ INSTALL 1/2'x4' EXPANSION ANCHOR THROUGH BASE RAIL. WITHIN b" OF. EACH RAFTER POST ALONG SIDES IMUM 2 3/4, F,DMENT G MONOLITHIC CONCRETE FOOTING C3000 PSI MIN.) REINFORCED WITH (2) 14•S CONTINUOUS C❑NCRETE M❑N❑LITHIC SLAB, 3A BASE RAIL ANCHORAGE SCALE: NITS MI NIMUM ANCHOR EDGE DISTANCE 1S 6 3/4'. GENERAL NOTES C❑NCRETEI CONCRETE SHALL HAVE A MINIMUM SPECIFIED -COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS COVER- OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE PER ACI--318: 3 'INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST.77 AND PERMANENTLY IN CONTACT WITH. THE EARTH OR EXPOSED TO THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE. REINFORCING STEEL( ' THE REINFORCING STEEL SHALL BE MINIMUM GRADE 60.' GALVANIZATION( METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, DOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED, REINFORCEMENT MAY .BE BENT IN THE iNSTALL 1/2•xb• EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES G =III -II' --III= =u 'TINUOUS MINIMUM 2 3/4' = a CRETE PAVEMENT • EMDEDMENT m �- ca t=, u ' NG C❑NCRETE SLAB BASE 3B . AIL ANCH❑RAGE SCALE N'I"S MINIMUM ANCHOR E➢GE n1sTANr.E. IS 6 3/4'. 2• WASHERS ,—DRILL 5/8' DIA,M_TER HOLE TOP ME gSPR / THROUGH THE HAS£ RAIL AND GROUND PAVEMENT OR / SECURE TO ANCHOR EYE. WITH GROUND SURFACE ,. L/2. OfAMEIT_R TfQOIJGH BOLT IS EORIN000S —/ BASE RAIL DOUBLE vELIX EYE ANCHOR �.--- (SEE NOTES BELOW) SHOP OR THE FIELD PROVIDED+ . 1: REINFORCEMENT IS BENT COLD; 3!� GROUND BASE HELIX ANCHORAGE 2. THE DIAMETER OF THE BEND, MEASURED DN THE INSIDE OF THE l.• SCALE: NTS (CAN e� uscD FCR ASPHALT) BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND Z. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT. . BE FIELD BENT. HELIX ANCHOR NOTES L FOR VERY DENSE AND/DR CEMENTED SANDS, COARSE.GRAVEL AND COBBLES, CALICHE; PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 2, FOR CORAL USE MINIMUM (2) I' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. FOR MEDIUM DENSE_ COARSE SANDS, SANDY GRAVELS, VERY STIFF SI( -ITS, AND CLAYS USE MINIMUM (2) 4- HELICES WITH MINIMUM. 30 INCH EMBEDMENT. 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL USE MINIMUM (P) G- HELICES WITH MINIMUM 50 INCH EMBEDMENT. 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT. Oki MOORE AND ASSOCIATES DMVN BYI JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CHECKED BY, PDH ENCLOSED BUILDING THIS =POU IS THE PR%VrN OF KDO E AtO ASSOCIATES' M Tim LWJTPROJECT P1GRI WSM ATE) 21-12-12 • SCALE. NTS SaB ND. 12117S 1�D TM COPYDE, 13R'OTMtYISE USE OF THIS DOGAE U IS STFAC OC P= TED INM ANY WRII XP T EI;V-_ d VAY BE S)HUECT TO d IENTi - HT. 5 OF 12 Dwa N®I BOX EAVE RAFTER END WALL AND WAIL OPENINGS SEE NOTES (PAGE 2) S,E NOTES . (PAGE 2) FOR MAXIMUM FOR HAXIMUN. `4 J_. 8 a SPACING I . lSPACING i � 7 a OPENING -OR 7 G ' ROLL -UP DOOR \ G NON-STRUCTURAL TU HEADER S 7 l5 7 q� '-OPCNING FOR --� 7 SV[NGING DOOR 8 WITH NON-STRUCTURAL TYPICAL BOY. EAVE RAFTER TYPICAL BOX EAVE RAFTER END END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION { SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1-0' BCX EAVE . ' / RAFTER/PPS1 / ASSEMBLY OPENING FCR I OPENING FOR VLNDOW I•N[ERIOR SIDE ROLL --UP DOOR WITH .._,� 'TS POST NON-STRUCTURAL WITH NON-STRUETURAL -- HEADER HEADE R AND WINDOW / RAIL (ALSO APPLICADLE _ TO END WALLS) l0. DOOR/FRA:IE _ I/a'xl' SDI. 7 6 _ ASSEMBLY' 12, G.C. OPENING FOR-------- SWINGING. DOOR ➢ WITH NON-STRUCTURAL HEADER EXTERICR SIDE TYPICAL. BOX EAVE RAFTER. SIDE WALL OPENINGS FRAMING SECTION SECTION A -A SCALE 1/8' = 1-0'. SCALE: NITS FIL"23 COpy MOORE AND ASSOCIATES DRAVN HYI JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND -CONSULTING, INC. CHECKED an PDH ENCLOSED BUILDING THIS DOMMENT IS TFE PROPERTY EF AM AS=IATSB, = I R DTTtE- (PROJECT MGRI dSP9 ATEI II-12=12 SCALE, P1TS NO, 22117S IlI&urHm= Rzmza gICTmN, copy K'i. HMV= USE ty THIS D➢C MjT £S ' LEGAL STFtMTLY PRIMEU. IM AO ANY IIFR11JENT THE KAY BE SUR-M M Ic IEWTI - T. 6 OF 12 1dG. NQI Si<-3 Evd 0. ........ . ..... .::..:..-.-:... -BOW RAFTER END WALL AND WALL OPENINGS SEE NOTES SEE KITES(PALE 2) FOR MAXIMUM (PAGE 23 _ Fi1R .AKINIIN TYPICAL BOW RAFTER END WALL FRAMING SECTI❑N SCALE: 1/8' = 1-0' DOW RAFTER/POST ASSEMBLY DAB A 6 7 "- OPENING FOP SV INGING ➢DDR G WITH PION -STRUCTURAL 9EADER TYPICAL BOW RAFTER END WALL ❑PENINGS FRAMING SECTI❑N SCALE;-1/8' = 1'-0' OPENING FOR : OPENING FOR UC TURA � ROLL _Up DOOR WITH INTCRIOR SIDE TS POST NON -.STRUCTURAL WITH NON-STRUCTURAL HEA➢CR .HEADER AND WINDOW ---- ------- RAIL(ALSO APPLICADI.E TO END WALLS) 10 A A 7 6 DOOR/FRAME _ 9 r i! ➢ $ ASSEMDLY O 12.1,0.(5 DF r OPENING FOR 7 F; SWINGING DOOR ' WITH NON-STRUCTURAL HEADER TYPICAL BOW RAFTER SIDE EXTERIOR SIDE WALL ❑PENINGS FRAMING SECTION SECTION A —A SCALE; 1/8' = 1'-0' SCALE NTS w � Ye�/ Y • kn'. II. 4 MOORE AND ASSOCIATES RAH{ BYI JRS BENNETT BUILDING SYSTEIv�S, LLC ENGINEERING AND CONSULTING, INC. CHECKED BY, PDH ENCLOSED BUILDING THIS D[%:mm TFE PROPTM, CM � �" THE R!]JECT MGR, VSMf ATE,. 11-12-12 SCALE: NTS JuB N0: 12117S STRMTLY REPPoL�ICTT71p♦1, C�'Y}pdG, [R �T}iR+ fLSE USE QF TFQS DOLLAPcNT 1S ST ALC PIRMOrTEW AND ANY D�N304E dT THEREUPO d NAY BE SUBJECT TO L� TT — SHT. 7 OF 12 NG N0, SK-3 EV.I o BOX SAVE RAFTER WALL OPENING DETAILS IS RAFTER 2'x2'X2' 16 GA. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'xl' SDF'S 2 ON TOP AND 2 ON SIDE —TS END POST" (DIENND POST/RAFTER NNECTI❑N DETAIL SCALE NTS TS RAFTER POST OR END POST lx2'X2' 16 GA. ANGLE CLIP SECURE TO POST AND EITHER TOP OF HEADER. OR BOTTOM OF WINDOW RAIL WITH I/4'x1' SDF'S TS NON-STRUCTURAL HEADER OR WINDOW RAIL NON-STRUCTURAL HEADER' ❑R WINDRAIL TO P❑ST 6 CQNNECTI❑N DETAIL SCALE NTS MOORE AND ASSOCIATES INEERING AND CONSULTING, INC. tMff IS TFE P( WOM IF MOW Na ASSMMTES, M TtE XMD RWR=lCr=, COPYM, M ardMV= UM Cr rm DUCLoa?IT IS rTS RATTER P7ST (CORNCR) I41PPLC TO O/16 / KINI.NUM 6' LONG. MINIMUM BASE RAIL 3/16 14 GA., TS NIPPLE. SECURE VITH (6) 1N4'xl' S C 1 1/P.'xl 1/2'x2'.16 CA. CLIP / ANGLE AND UREBASF R RAFTER o l / POST" nND BASF. RAIL V/<4) lot 1/4'xl' SDF'S TS CONTINUOUS BASE RAIL END POST/BASE RAIL J CQNNECTIQN DETAIL SCALE NTS IS TRUSSED RAFTER CHORD. OR NON-STRUCTURAL. HEADER GA. ANGLE CLIP TS END POST OR CLIPDOCR WINDOW SECURE TO POST (EACH FRAMC POST SIDf.) AND RAFIE.R ' CHORD/RAII. WITH 1/4'xl' SDF'S P. ON BOTTO.`t AND 2 ON SIDE NOTE, AT ROLL -UP DOOR OPENINGS, POST SHOULD BE TS NON-STRUCTURAL FLUSH WITH RAIL END. CLIP HEADER, BASE RAIL, POST. TO RAIL ONLY CN SIDE OR WINDOW RAIL OPPOSITE ME OPENING A 1 . POST TO NON-STRUCTURAL HEADER, (BASE RAIL, OR . WINDRAIL { 7 C❑NNECTI❑N DETAIL SCALE: NTS BENNETT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BOX SAVE RAFTER WALL OPENING DETAILS NIPPL BASE MINIMUM. 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE EACH °I °I WITH (4) 1/4'xl' SELF -DRILLING FASTENERS .r- T T$ POST (DOUBLE HEADER/POS. 8 C❑NNECTIQN DETAIL SCALE+ NTS iS POST !IPPLE TO 3/16 - MINIMUM 6' LONG, MINIMUM. ;ASS RAIL 3/16 �oI e,i 14 GA., TS NIPPLE'. SECURE EACH WITH (4) 1/t•xl' SELF -DRILLING FASTENERS . —TS CONTINUOUS BASE RAIL RAFTER POST/BASE RAIL SCSC_LC- IL NTS MOORS AND ASSOCI.gTES GINEERING AND CONSULTING, INC. mC,Aff f is Tt£ PRMNR OF W ASSIClAiES, n nE n REPR iiIIN COP1B.7� OTFERviSE SSE & mw r is TS 4Uv'Rnf'iER NIPPLE TO 3/16 OR RAFTER POST RASE RAIL 366-MINIMUN 6' ONG. MINIMUM 14 GA., TS NIPPLE. SECURE 1 WITH f4) ,TS SELF-DR!LLING I°I FASTENERS 1/6 DOUBLE rS HEADER RAFTER POST/DOUBLE HEADER S � Cf7NNECTI❑N DETAIL SCALES NTS s POS) 1/t'xl' SDF. e I. nC 14 GA. SECTION THROUGH ROLL UP DOOR HEADER SCALE: NITS NOTE: CURTAIN IS 26 GA. GALVANIZED STEEL WITFIS FAKED ON EPDXY PP.INER Z POLYESIER TOP COAT. FlLE.00 MGRi VSM IBENN'TT BUILDING SYSTEMS, LLC ENCLOSED BUILDING BOX EAVE RAFTER LEAN-TO OPTIONS R00F EXTENSION OPTION I P4' 16 GA. U-CHANNELN BRACE FASTENED '10 RAFTER WITH (2)I/4'xl' SELF -DRILLING SCREWS AT CACH END (4 PER BRACE) MAIN STRUCTURE. STANDARD LEAN-TO 14 TYPICAL BOX EAVE RAFTER LEAN-TO'OPTIONS FRAMING SECTI❑N GOTH ❑PTI❑NS SHOWN) SCALE: 1/8' = I'-O' TS BOX EAVE RAFTER•. NIPPLE TO RAFTER 3/16 12' LONG TS 14 GA. oI SECURE, WITH NIPPLE. SECURE POST (4) 1/4xl' SDF'S TO NIPPLE WITH '(EACH END) 44) 1/4'x1' SDF'S ` — I —lob 2'x2'X2' 16 GA. ANGLE CLIP SECURE TD POST ANB RAFTER WITH I/q'xl''lor'S I', TOP .nND 2 ON BOTTOM. G' TS EXTENSION 24' 16 GA. U-CHANNEL BRACE -IS RAFTER RAFTER (5, 70 T' POST) _ OR 4816 GA. U-CHANNCL BRACE (8' TO 14", POST) NOTE NO BRACE AT END WALLS. ' (SEE P.RACE SECTION) TS RAFTER POST NINIM.UN, 6' LONG, MINIMUM 14 GA., \\ od TS NIPPLE. SECURE POST TO NIPPLE `TS RAFTER POST WITH (a) 1/4'x1' SOF'S SIDE EXTENSION RAFTER/ LEAN-T❑.RAFTER TO RAFTER 11 C❑RNER P❑ST DETAIL 12 P❑ST C❑NNECTI❑N DETAIL SCALE NTS' SCA�E� �7S MOORS AND ASSOCIATES DRAVN IM JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. CHECKED BY1 PDH ENCLOSED BUILDING THIS M9CtMfr 1S TIE PRaPEIM OF 1l3E NO ASSOMA7ES' D• THE JECT MGRI bS�i DATE( 11-12-12 ' CALE1 PITS Not 52117S UKVJn*R= REPRODUCTION, COPYIW, 1$ UTHERVLSE USE OF THIS D�§?1T 1S .. ST"MTLY ACT R0 = AND ANY 7l�MIMMIT TFBREUM MAY BE SUBJECT 713 CLIENT1 SHIT. 10 OF 12 D4lG P101 SK-3 EV.1 0 BOW RAFTER LEAN -'TO OPTION TYPICAL BOW RAFTER LEAN-TO ❑PTI❑N FRAMING.SECTI❑N SCALE 1/8' = P-0' 2'x2'X2' 16 Gn. ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4'xl' SDF'S 2 ON IOP AND P ON BOTTOM IS RAFTER - IS BBV RAFTER SECURE WITH (•) 1/;'xl' SBF'S (EACH F,ND) 24• 16 GA. U-CHANNEL BRACE (5' 10 7' POST) OR 48' 16 GA, U-CHANNEL BRACE (0' TO IY) POST) NOTC ,NO BRACE AT END WALLS. (SEE BRACE SECTION) MINIMUM MINIMUM 6' LONG, MINIMUM 14 GA., IS RAFTER POST IS NIPPLE. SECURE BOV RAFTER AND POST TC NIPPLE WITH 44) SDFS. LEAN-TO RAFTER TO RAFTER �� P❑ST C❑NNECTI❑N DETAIL • SCALE NTS 114 7; MOORE AND ASSOCIATESDRAWN BYT JRS BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. ECKED BY, PDH ENCLOSED BUILDING rtm Sri is TtE PR011ERTY mr N� Apm � ' = THE THIS DGCMDiT IS Pf�JECT MGRT WSl9 ATEI 11-12-12 CAf El N� NQT 12117S tAiAlllf�2.SED REPRflDIlCTII�I, C�YIliG, C8t 01}$RVLSE USE STRICTLY HttPf�ITE� A!ID ANY IITFRD�QETIT THESi�ON l�1Y 8E SUB.£Y.i 717 LEGALIcLtMTI - SHT. 11 OF 12 kbG NOT Sk Ev.T 0 BOX EAVE RAFTER VERTICAL ROOF OPTION' { 26. OR 29 GA. GALVANIZCD METAL ROOF PARELS FASTENED TO PURLINS WITH I/4•>1' SIF•S WITH CONTROL SEAL VASHER C AVERAGE 6' D.C. SPACING 3 l2 1 1/2' IB GAUGE FURRING CHANNEL 24' 16 GA. U-CHANNEL (PURLIN) BRACE FASTENED TO RAFTER WITH (2) 1/4•x1' _ SELF -➢BILLING ICREWS AT EACH EN➢ w (4 PCP. BRACE) I 22 ❑ 30' MAXIMUM RAFTER SPAN TYPICAL END. ELEVATION. VERTICAL ROOF SCALE: 1/8' = 1'-0' LENGTH VARIES DEPENDING ON _ —I NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATI❑N VERTICAL ROOF SCALE: 1/8' =. V-0' TYPICAL SECTI❑N VERTICAL ROOF OPTION SCALE: 1/8' = 1'-0' 1 !/2' 10 GAUGE FURRING 'CHANNI'1.. F"AS"i F.NEO TD CACH RAFTER WITH t2) 1/4•XI' SELF -DRILLING FASTENER SPACED N0T MORE THAN 48' DC LENGTH VARIES DEPENDING ON - i\IACD nuA CPef )uf. f1C De�TC�f _:..... II . S SEE NOTES (PAGE 2) FOR MAXIMUM SPACING ,k TYPICAL FRAMING SECTI❑N VERTICAL ROOF OPTION SCALE: 1/8' = 1'-0' 1 1/21 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH C2) 1/4•X1' SELF -DRILLING FASTENER SPACED NOT .MORC THAN 48' U.C. ROOF PANEL ATTACHMENT V; (ALTERNATE FOR F F P L CAL SCALE. MOORE AND ASSOCIATES ' RAV' N BY1 JRS BENNETT BUILDING SYSTEMS, LLC. ENGINEERING AND CONSULTING, INC. cHEckED By. pmi ENCLOSED BUILDING THIS LOCtWK IS THE PROPERITof 1®2E AND ASSOCIATES' III. T►E lldMlTF IIED I DUCii�i, COPYp1G, oR 01T£RHfSE USE OF THM rum" T is OJECT HGR( HSFI ATE( 11-12-12 • CALEI NTS NCI 12117S STR]LTLY PR8•Q81TEB Ate ANY IIFRItdF i TIf3iElk'Utl NAY BE SUBJECT TO LEA ACTMK NNTI - SHT. 12 OF 12 wa NCI( SK-3 EV.) 0 /I FND 5/8" IR NO I r na- CONC DRIVE CLF cof< I. 40.0' E 147.04• e LEGAL DESCRIPTION: 7iElE�ttTlf 19LSi9 fFF1'OF)f]ESOVIFl301�3 fEETOf 7fi�fO1LOWI7� DFSOPlBEDPARC�: .� ' THATAOIQTIAIVOF7iE501JfN!/?OFTNESOtIINN+FSTLfOf71fENGY+TffASTLfOFSECRONL4, TDWI�WQP35301R7� RAA[SE89 .EAST, ST. LUCi'FLbfAVT); fLARIOA, LYt♦�i WESTOfDJ7EJP5TA'rFMSNWAYl1C✓', 9'1 LESS Alm IXLLP7IIE:: RZ6fIT-QFWAYfgQ fUBtIC' R0AD5ANDDR4DW6EC4NALS ,. - • BEI11K6EOME7RTGHIYDES�bASFlX10WS Cl�MMDJQIt5AT7NE50UTHEA5Tea0RNE7PC{FTh£NAQTFEASTY40FSAIDSfG7TONl9: TFEhK>=NbRTN�9°36'2YWf5T, ALOlr6TilE �a UNPLATTED LANDS 4.SOVIULLEEOF71EM7RTWA5rV4oFSAZDSKIXM79,AD=rANe>:OF2649.30 E 'rOTiEEASTRWIT-0F•NNYWEOf d = NON -RADIAL MROAD,TIMGRTHWW*WEST,AI"VEEAS"WfT-OF•WAYLA1EOF Cl7MMHMWAD FAMaWriff ,% �COPEN £A�OG v 2SOIOfFE7EASTOfT7+EWFSTLtNEAF7FiFNARThEAST!/40FSA2DSEC7ZGW13ADZ3TANLFOf4P5i0fFET7t�TNEWE S 89.;W35" E 578.57' (C S 89'5 '21" E 578.71° (M) Nw wAro�nesrRWetacANAcn+orsAnwnfEAounaF m n n n+a7'nz'u'wE7M45rl40FAs'�" Ru�fr of wArofaovo�wie�xaoADVARAua WrnfAwersD�f�rcAsroreTt� wfsrwEaQnfEnnR>tfEAt"TW_A5rV CLr SECTIgV19AOLSrANCEof628?6FFETTO7ifENORTNLDJFOFTFESOUTNI/Zof1h1ESOVRiF7w5 uwwEsj/40ASrL�AF ri �SAIDSEC7IONYDTI#AICfSOIlTND9^3B'39'EAST,AEONi7NFNOR7NLIluEOFTibSOUTFIIl2�7>A4DZUIOPM7- FEErE ; 'I;A�ypTHfASTY�OFSAip 5ECS37N13,A0I5TMACE01�92Gtt4fEE1'TOAPIQbETOfCUR4FHAYSM6o.Pa.u5 • ersounzAgi,A0i017D l!77��_J BEIRa11iOFSOM/rN09'32•'1.'EASTANDBERYiTiEWE37'ERLYRrfiJfr-O�WAYA'I7JT61STATElEO9de71�SOHA4MMAIL AINIRE SAIDL7.RVE,BEllL77 NESTERLYRSY,HFAFWAY01%DVf675TATEN0.95,CYJN�CAVETbJNf50p/TNWESTri.TkARfAhmTH89Wla � LAIN OF06 32'I6'ANARCDI5TANcf OF6J61lFEET71771L�NDRTHRTiM-0FWAYOfN51 RW,{L4 CANALAlO 36 Tk6VCEhtORTN B99b 7Y WESTNXIlkVTFENORTNRZ6ff-VF-WAYOfkSLkWMOCA1W4N036A=TANGFOf61492f£tTT0DEEASTAWW-Of-WAYOf 0 .I �j A � COPBJfAmROAD AAID7HEAOIIVPOFB661M1MQM£ r' - SURVEY NOTES: . " i 1. NOT VALID UNLESS SEALED WITH AN EMBOSSED o I !� SURVEYOR'S -SEAL. _0 3�i3• l 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OR OWNERSHIP. DRIVE 3. LAND DESCRIPTION HEREON WAS PROVIDED BY . THE CLIENT. Z�Z may+ 4. BEARINGS SHOWN HEREON ARE BASED ON THE' o C �_• I m�-�'I' ca CENTERLINE OF -ROAD, cE, 5. THE PURPOSE OF THIS SURVEY IS FOR USE IN . cDNC wnuc (TILE) ; , ! d��_ ., �1 OBTAINING TITLE INSURANCE AND/OR FINANCING g _. q��� , AND SHOULD NOT BE USED FOR DESIGN OR m CONSTRUCTION PURPOSES UNLESS OTHERWISE, ...::. STATED ON THE SURVEY. - 6. ELEVATIONS .SHOWN HEREON ARE' BASED UPON % N.G.V.D.. 1929. �0 ... - 7. DIMENSIONS PREVAIL OVER SCALE. 8. ADDITIONS. QR DELETIONS TO SURVEY MAPS OR ^�` PARTY OR THAN +hy. ®I>rt'rtn. rnl- 1\ REPORTS BY OTHER THE SIGNING __ Ni_.— -_—` _ -._mil. - POC` RlV`_ , pi 9 PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT _ OF THE SIGNING PARTY- OR PARTIES. c • i 9. SURVEY NOT COVERED': �Y PROFESSIONAL y�i ✓ 3' CLF LIABILITY INSURANCE. 0-20• N N 89'58'35' W 598.90 C) N 89'58'28" W 599.13' (M) v 10. THIS SURVEY WAS :OkEPARED WITHOUT THE BENEFIT..: NON -RADIAL OF A COMMITMENT FOR TITLE INSURANCE. 11. UNDERGROUND UTILITY INSTALLATIONS, UNDERGROUND \IMPROVEMENTS, FOUNDAIXONS AND/OR ANDY OTHER UNPLATTED LANDS CNDERGROUND STRUCTURE WERE NOT LOCATED BY THIS SURVEY UNLESS SPECIFICALLY NOTED. 12 UNLESS NOTED OR` DEPICTED OTHERWISE, ALL PROPERTY CORNERS -SHOWN WERE FOUND AND HAVE NO IDENTIFICATION OR SAID IDENTIFICATION WAS �• ILLEGABLE, e o io ? 6� 2 5 r L'• b 4� a� �p� 13. THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE. TO St. Lu ie Co. AND BENEFIT OF ONLY THE PARTIES CERTIFIED Dal i I Init -HEREIN, RIGHTS OR LIABILITY TO ANY THIRD PARTIES roved CANNOT BE TRANSFERRED OR ASSIGNED. �676N2�"w 2 G 401.E c�� CERTIFIED TO: f-7.2_g_ GoPw 0 RAJ 'e, V1�.ta SURVEYOR'S CERTIFICATE+ L I HEREBY CERTIFY THAT THIS SURVEY MAP IS TRUE AND -ARC..LENGTH FND —QHW— -OVERHEAD WIRE DIA -FOINJD ELEV-ELEVATION -DIAMETER A uAo '`�I�- NATION FIELD WORK COMPLETEDi`JI CORRECT TO THE ' BEST OF MY KNOWLEDGE AND BELIEF AS -<>- -EXISTING WD CM -CONCRETE MONUMENT FFE -FINISH FLOOR ELEVATION SURVEYED IN THE f IELD. I FURTHER CERTIFY THAT THIS. SURVEY COMPLIES WITH THE. -MINIMUM TECHNICAL STANDARDS - lkm -EXISTING CHAINLINK FENCE ..STING WOOD FENCE -EXISTING PVC FENCE IP _� P� � -OFFICIAL RECORDS BOOK CORNERSTONE SURVEYING SET FORTH IN CHAPTER 5J-17 BY THE FLORIDA BOARD OF -CENTER LINE N&V C • -NAIL & DISK -CAP 'CmMONUMENT PB DB . SAT BOOK -DEED BOOK -FIELD BM LB #7941 LAND SURVEYORS PURSUANT TO CHAPTER 2009-66 FLORIDA R/w -RIGHT-OF-VAY -EASEMENT p -NAIL R. DISK FD PG -PAGE STATUTES, AND ' THAT THERE ARE NO ABOVE GROUND F /W • -IRON ROD OR UM PIPE FND -FOUND 13.833 WELLINGTON "`IMAGE E-4 #129 ENCROAC NTS TH AN S WN. s/�w -SIDEMWAILY OR vALKWAY POC P0H -POINT OF COMMENCEMENT -POINT OF BEGINNING PVMT pLTR .-PAVEMENT -PLANTER WELLiNGTON, FLORIDA 33414' AS ETTE PRM -PERMIT REFERENCE MNLWW TYp -TYPICAL BY+ DATES WF -C -WOOD FRAME FRAME PCP (W -PERMANENT CONTROL POINT -MEASURED DISTANCE & REARING WM '-WATER METER -MANHOLE (772)236-9305 (voice & fax) PT PC TANGENCY -POINT OF CURVATURE CP) -PLATTED DISTANCE � BEARING FN -FIRE HYDRANT AND MAPPER PRC -POINT OF REVERSE NATURE (O ' -CALCULATED DISTANCE & BEARING Lp —11GHT POLE PROFESSIONAL SURVEYOR CH -CHORD 0) -DEEDED DISTANCE & BEARING UP -UTILITY POLE FLORIDA REGISTRATION #4811 CH -CHORD BEARING RLS -REGISTERED LAND SURVEYOR MARK W. TEEPE, P.S.M. 4D -DELTA ANGLE PSMI " -PROFESSIONAL SURVEYdR AND MAPPER LB -LICENSED BUSINESS BOUNDRY AND IMPROVEMENTS SURVEY PREPgqRE ON THE ORDER OFF SCALEa DRAWN BYi NO.s ('yO��� ,FD..E P31-13 FB PGf PKG PAGES 1 OF 1 DATEe 0/Zn/� 11. V1 J - P1'Z1 11 FND N&D NO ID mro i o xZn_� m D n� ;a' co _ X 09 1�a 1 1 , 1 I \1 1 I I � dl`561219 W y6, eorZo M of;jRj: fl. p-'i+ o-5 ee-,rwo P!�, SURVEYOR'S CERTIFICATE+`' I HEREBY CERTIFY THAT THIS SURVEY MAP IS TRUE AND' —OHW— L-ARC..LENGTH -OVERHEAD WIRE -o- --EXISTDdG WIRE FENCE FWD DIA CORRECT TO THE BEST OF , MY KNOWLEDGE AND BELIEF AS -aE- -EXISTING CHAINLDBC FENCE CM DP SURVEYED IN THE �fIELD. I. FURTHER CERTIFY THAT THIS. -'� -EXISTING VOOD FENCE � SURVEY COMPLIES WITH THE. -MINIMUM TECHNICAL STANDARDS � -EXISTING PVC FENCE NW C SET FORTH IN CHAPTER 5J-17 BY THE FLORIDA BOARD OF -CENTER LINE • LAND SURVEYORS PURSUANT TO CHAPTER 2009-66 fLORIDA R/W -WAY STATUTES, AND THAT THERE ARE NO ABOVE GRO D ESMNT DM -EASEMENT ' T -DRIVEWAY p�OC ENCROACHMENTS . OTHER THAN SHOWN. S/W -SIDEWALK OR WALKWAY PUB j Pep BY (O DATE+ I� t ��� FRAME au (P) PC -POINT OF OF REVERSECURVATURE PROFESSIONAL SURVEYOR ND MAPPER a. CH -�n FLORIDA REGISTRATION #4811 CH QD -CHORD HEARING -DELTA ANGLE PSN MARK W. TEEPE, P.S.M. _ m 0 _. G6PE4-10 P-4 E F• V-vJlV -FOUND EL p -DIAMETER -=CRETE r FFE -IRON ROD BM -IRON PIPE ORD .-NAIL 6 DISK PB ATE MUNLMENT FFB -INN &USK RODD OR LAM PIPE FND -POINT OF C13MRfENCEMENT PPLTR -PANT OF BEGINNING POINT WN -PERMANENT CONTROL -MEASURED DISTANCE 6 BEARING MH -PLATTED DISTANCE 6 BEARING FH -CALCULATED DISTANCE R BEARING LP -DEEDED DISTANCE & BEARING UP' LD _PROFESSIONAL SURVEYORAND MAPPER -ELEVATION -TYPICAL ELEVATION -FINISH FLOOR ELEVATION -DENCHMM -OFFICIAL RECORDS BOOK -PLATMM DEED -PAGE BW D BOOK ,-PAVEMENT •TYPICAL %-WATER METER HYDRANT -LIGHT POLE -UTILITY POLE LEGAL DESCRIPTION: 7igNGVlTHJ51.AB fEETOFTFR:50UIN30U3 iSEfOFTNEFOLLOWlN6 DESOPIBEDOARCB: . Durp t 7moFlwsa l&oFTNESOUTfIWFSTLfOFTNFN"wZ4sTLIOFSEGrmmu,T1DWASW95mfmR wr" EAST, ST LlPCIF07MMTY ROIZZOA, LYmw *F5T0FMR5TA7Fh MVAYNO 91 LESSAMEXan"A MT-OF-WAYFORFVAX •ROAOSAf�DRADIEt6ECAl1lAL.S • . REOW 6EOhEETRICAUVDESatrBMASFawws Vk OF FEET TO lWEA5TRr&FfT-GVl-WA)r(7r - fHRI6HT-OFWAYOFAl51.RWdtD. CAl WL NO.96 ADISTAfkEOF614.92 TifEAOWMOFBES�Q� SURVEY, NOTES: _ 1. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL, 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OR OWNERSHIP. 3. LAND DESCRIPTION HEREON WAS PROVIDED .BY THE CLIENT. 4, BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 'ROAD, 5. THE PURPOSE OF THIS SURVEY IS FOR USE IN . OBTAINING TITLE INSURANCE AND/OR FINANCING AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES UNLESS OTHERWISE; STATED ON THE SURVEY. 6. ELEVATIONS SHOWN HEREON ARV.BASED UPON N.G.V.D. 1929. 7. DIMENSIONS , PREVAIL OVER SCALE. 8. ADDITIONS. OR DELETIONS• TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY- OR PARTIES. 9, SURVEY NOT COVERED: BY PROFESSIONAL LIABILITY INSURANCE. 10. THIS SURVEY WAS_PREPARED WITHOUT THE BENEFIT. ' -OF A COMMITMENT F'OR TITLE INSURANCE. It. UNDERGROUND UTILITY INSTALLATIONS, UNDERGROUND IMPROVEMENTS, FOUNDATIONS AND/OR ANDY OTHER UNDERGROUND STRUCTURE WERE NOT LOCATED BY THIS SURVEY UNLESS SPECIFICALLY NOTED. 12 UNLESS NOTED OR" DEPICTED OTHERWISE, ALL PROPERTY CORNERS SHOWN WERE FOUND AND HAVE NO IDENTIFICATION OR SAID IDENTIFICATION WAS ILLEGABLE. 13. THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF ONLY THE PARTIES CERTIFIED TO HEREIN, RIGHTS OR LIABILITY TO ANY THIRD PARTIES CANNOT BE TRANSFERRED OR, ASSIGNED. CERTIFIED -TO: PLETED FIELD WORK .COM3 �"�+ BOUNDRY AND IMPROVEMENTS SURVEY PREP gRE ON THE ORDER OF+ l-�iZ5�l i7tel eee, SCALE, L DRAWN BY+ FILE NO.+ FB PG+ PKG PAGE+ 1 OF 1 DATE, oh V.—r-2,