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eF�E Usi: ol'.: � �� 4 DATE FILED - PLAN REVIEW FEE:RECEIPT NO.: PERMIT NUMBER: (1 CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED,N TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue SC Ft. Pierce, FL 34982-5652 ����b 772-462-1553 Lucie Ccur!ty APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITYMONING- COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE SS: 2. PROJECT NAME. / T T' SITE PLAN NAME: 3. PROPERTY TAX ID 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Lv/5 Z9�_ 3 5. PLAT BOOK Z 3a 6. PAGE NO. 001q 7. BLOCK NO. �� 8. L•oT NO.C1 f 33 9. PARCEL SIZE (ACRES/SQ FT.): 2• Z7 A4(&5LOT DIMENSIONS: 3 3,o X 3ad 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: C-o d YI e�J . Spreen v-eyom wood' -rr o a 11. SETBACKS (ACTUAL) FRONT: 7- 3 -< BACK: 3 k RIGHT SIDE: 7i 33 LEFT SIDE: /! 5' 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [✓r NEW CONSTRUCTION [✓f EXPANSION/ADDITION [ ] INTERIOR RENOVATION VT RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: L 15. SR FT 1st FLOOR: O fe 16. VALUE OF CONSTRUCTION: $ 3 UiJD� �a q I .00) 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 with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: 6'0DSSneB ��rz CITY: r-4- rL'e" STATE: r L ZIP: 3 y 98'i PHONE (DAYTIME): QZg) J! S ZZ� Z' Email: IF THE FEE SIMPLE.TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: I ama, ADDRESS: CITY: PHONE (DAYTIME): (_) STATE: CONTRACTOR'INFORMATION ST. of FL REG.CERT #:C-C;G 1 ZS 1 &Z BUSINESS NAME�1 : i'I m G S y I d ers QUALIFIERS NAME: G d14� ZIP: ST. LUCIE COUNTY.CERT #: Z ADDRESS: maao ,/ CITY: /''i%ee Le STATE: l� ZIP: 37 9"" PHONE (DAYTIME): (�' 'X70 /sy3 FAXNO.77Z 4l glo*K Email: ARCHIT/ENGINEER: Gd DkQ,v� a Kl�' ADDRESS: L 2 d G Da& 01 � f� ;�✓� A CITY: /� 'By -Gee STATE: R-1 ZIP: PHONE (DAYTIME): = qG O 27 S-/ BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: STATE: ZIP: FYIPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned tb you by mail. CERTIFICATION: This application is hereby made 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. I certify that no work or installation has commenced prior to the issuance of a•permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pen -nits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the`subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review'your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will. be done in compliance with all applicable laws regulating construction and zoning. W EVA I Dw/z �0, • • % •Id W The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this day of 20. me this U day of , 20 /6 , by _ d_e-- �fZ-%r " �-d ' ' �4( by 0 1� J 2e��•2 1 1 1 dl— i who is personally known or has produced identification. as ' Signa ure of Notary. �t. DAWN MILONE Commission No. a; .? S 0MM18S10N Y DD 852587 ',i �( �P11 March 22, 2013 E44ded Tura Notary Pebnc Underwriters who is personally known or has produced 1 as identification. Signature of Notary Commission No. DAWN MriON- !'t':' '�? 0k 8 00 882687 i .. aMh92,9013 ? CV3,0 Thru No18ry Public lj* _ rvdtArb NOTE: 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 TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. ep OFFICE USE ONLY BP #: SECTION I ` TOWNSHIP �3 b . RANGE L/U MAP NO. jINS ZONING �Sr� LAND USE ku, LOT CVG % 005 TAZ NO. FLOOD ZONE FIRM MAP # 11 CU 1ST FLR ELV MAX HGT 1� CONST TYPE Vs OCCUP TYPE Q MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS f STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FE _ CORRECTION PUBIC BLD IMPACT FEE RAL PARKS IMPACT T FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CRE IT Y LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N AY fE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON-C G LOT O RECO FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW &6�S' REVIEW PLANS REVIEW,-: VEGETATION _,-REVIEW, SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED' INITIALS Y ` WA Alm-, 23 ' Virginia Ave Fort Pierce, FL 34982 772-4 62-2172 Fax 772-462-6443 CEW11FICATE OF TERMITE TREATMENT 1I;ONSTR ACTION SOIL TREATMENT PERMIT #9: ..,. )C B ADDRESS: GOO R/C BUILDS ON CTO IE :: - & ,Vt S CON PEST TROL C0NT1:� ACTO e PEST CONTROL LICEN'; E # : ---rQ %.rl We, the undersigned, hereby .vr* that nre have pretreated the above described construction for subterranean termites in acaii, dance with the standards of the National Pest Control Assoclation. Square feet if area treated: , ncj� Percentage of solution: r 0 6 . , Date of Treatment: . ,. Footing 918t Treatment Re -Treat Driveway 111t Treatment Re -Treat Other ..�.._ 1 Treatment Re -Treat Chemicals used: �C Total gallons used: Time of T reatment:. 3 Slab 1t Treatment Re -Treat Pools 1t Treatment Note.- There must be a aomplet.;a iform for ez ch requlri* treatment or re -treatment and this form mustbe on the job site to be pk*ed up by the inspe �: for at time o Feach Inspection or the scheduled inspection will fall and a re Inspection fee charged. FBC104.2.6 Certificate ofProtE!;: `Ive Treatme 7t for prevention oftermites A weather resistant fobsite pasting board shall be pmvided to receive dupe li ate Treatme 7t CerWrates as'eadh required protective treatment is completed, providing a copy for the person i t a perr»lt is i., sued to and another copy for the building permit files M Treatment Certificate shall provide the pro;, ct used, idei City of the applicator, time and date of the treatment, site location, area treated, chemkal used, percent o incentration and number ofgallons used, do establlsh a verifiable rewrd of prnte+chVe treatment: If the loll c hemkal barr er method for tennite prevention Is used, final exterior treatment shall be completed prior to final bullW ,; 7 approval St Lucie County requires fi 11 • the final Inspection for CO, a Permanent Sticker to be placed on the electrical panel box cad 11 er, listing all the treatments and dates of applications. 03/02/2011 22:17 7725 �6469 K.S.M.ENG. PAGE 01/01 ' i KSAI- KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 1?O. BOX 78-1377, SEBASTIAN, FL 32978-1377 5EBASTIAN (772) 589-0712 PALM BEACH (561) 845,7445 www.ksmenginecring.net MELBOURNE (321) 768-8468 FAX (561) 845-8875 E-Mall: KSWKSMENGINEERING.NET ST. LUCIE (772) 229-9093 G.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 24, 2011 PERMIT # 1012-0085 CONTRACTOR D & M Concrete KSM JOB # : 110236-1d/SH/km JOB LOCATION 6005 Pine Tree Drive Ft. Pierce, Florida ITEM TESTED_Compacted Foundation Fill for Screen Room Slab TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1, S.E. 0" - 1 2" 38 107.9 111.7 96.6 2. S.W. It 37 107.3 96.1 3. N.W. It37 107.6 96.3 4. N.E. if38 108.1 96.8 Soil Description: Brown Sand 113.01 1 1 1 1 1 W E I I 1 1 I I In Place Moisture: 1 112.0-'4-----}_--_F----- 9.8 Percent G I I I I I H Optimum Moisture: T 111.0 12.2 Percent I l I F 110,0 Max. Dry Density: C 111.7 P_C.F. F 109.0 -- -- - @ Test Locations The I I I I I 1 Density & Pe etrometer- 1�ir r1r1 D 108.0_1. .. i — — - —1 Rea �a►f R , Di� 9�/IeetS Y I 1 I 1 I I in iirl�� equ 11'd ' - — Apr LJnstWobdalrton y 9 10 11 12 13 14 15 Pohn. Readings Takers tollatural Grade. Moisture - % of nLv r t STAIS OF EIVED MAR 0 3 2011 ax to: St. Lucie County Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P .E=.: 613366 4 CERITIFICA C v SOILMRWM ONSIlt ONENT - 7a'6�5. _JO'S-_---ADDRESS: 6CC5 -0(- NCT-76R:.',, - lf) 4-Pt W/m e-- A 1A, kd We, theundt'tsighedtii3ttby..,,,czrtify that,we:.have prebr4ited:,.the-.,above ,.deiscnbed,:cor-mouction,,fbr subtet neap t6nnite�s-,In,'iICCori�bhic6WIth'-,th'e sWndardsiof the .1kiffon6U. on ol on. PestiC ssodati Square f 68C ff- '.a rea, treated:,. Chemicals -used: Perm0*904-solution: d Total gallons ;used: Date of Treatment: Time of Treatment:- �V*�Tne4tment _lst Treatment ReTreat Re -Treat j Driveway _Pools - Treatment 1 Treatment Re -Treat Re -Treat Otlioar inal e eter,-fbr Final on -ist Treatment Re -Treat AlOte.' ThM'ML&.bL*a.wmp&l&d,'f&m,fbr.a a b'lft'qx%Mr ,aMM-i fee d6 Lw:winvletedprkrfo,ffnalbuNkgappmvaI A Or,&m-&Wbnentand.'ihlsformimustbe%oni'the-�job M termite 1pwOwffw_14- Lwd, fihaf a �-..- St. Lucie County Building & Zoning 2300 Virginia Ave ;77 Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY C, 13V t ylee-5 will be using the following sub -contractors for the (Company/Individual Name) project located at �/ 5 !�/'!P� �° Dr, (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ �— Mechanical Roofing Gas 1TTT/1T TTCIT lIATT V. urri%,r. u0r,v1.Ll• ISSUE DATE: PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 2,� 19 State of Florida Certification Number pfapplicable): Oja 0, 13 25S9 5 zs f'� • y 1��110I( ©®FI nQ, � i me • have agreed to be the (Company Name/Individual Na e) sub -contractor for MV, &'MerS lnc (Type f Trade) (Primary Contractor) for the project located at oobS PI nee 16 Y E_ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SI '. JATURES ARE REQUIRED SIGNATURE PRINY NAME DATE Business Name: „1 • t\• OFFICE USE ONLY: PERMIT # ISSUE DATE JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3540964 OR BOtj' —251 PAGE-2584, Recorded 12/08/2010 09:27 AM 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 PROPE$TY (Legal description and street address) TAX FOLIO NUMBER: 3VL9a O/ 63' 000 ^� 2. GENERAL DESCRIPTION OF IMPROVEM NT: 'f t UU7 Acffaw^ x4puirl 3. OWNER INFORMATION: �j a. Name r) fe. X/. e.-m G.r1 b. Address Dr. a.Pi B�L['T�nterest in oropertyi6 St lNr%�� d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: G rBvd erS 144,--. OOP lvao erce 63�— S 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BO D AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: At 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 (l)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 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) , 20_ Signature of Owner or Owner's Authorized Offlcer/Director/Partner/Manager Ifflify FYI /VC1107411I ULcinef— Print Name and Provide Signatory's Title/Office State of Florida County of ' f t: L -1 The foregoing instrument was acknowledged before the this day of tl rf7/ ' 20 1 U _. BY. as OIL) kiPY' (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For 1 (Name of party on behalf of whom instrument was executed) P Iyo;,jG,lj♦1sw q3pr"gRtkdte fdtfa(it44g tyl e o A" Y- "", . MY ^ .__ .i + .. 610471 EXPO .':: ^•oner:N.2010 �r��39B-0163\ n�rn i3Crv(�:rom nted Name of Notary Public) i at f Notary Public) Under penalties of perjury, 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 OBicer/Director/Partner/Manager who signed above: By: By R..OMMOMR—di�0 i STATE OF FLORIDA ST. LRIE COUNTY y.raYTt]It:IS 1i THI` TRU OW By: Dal �JL�E COGy ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE • i FORT PIERCE, FL 34982-5652 F�OR10� 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: Pne, for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number /oja -60 K5 , 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 affecte. 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 Owner Name. Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS ? _DAY OF-�� Aj/ WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED OT BARBARAa BECK ec My CO,• IMISSION # DD610411 TITLE COMMISSION NUMBER (SEAL) Vol St. Lucie County - PUBLIC WORKS DEPARTMENT p T CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certificat' 'i���rP� r��l4�#RD WORK ARE �„UFJECT TO ANY CO RRECTIO��N�ST This Certification must be completed by the project design architectorF��glppC hF! D•f NSPECTORS IfYu submitted in duplicate with all applications for building permits invdlvin rite cdt�s rant t�f OR (single Or demulti- family), residential addition, any accessory structure � MODES. nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other' inor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172• Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to' comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie . County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used (Please check or complete the appropriate box.) 1 Florida Building Code 20 _ .. Edition with 20O3Supplements and ASCE 7 2. Building Design is: Enclosed: Partially Enclosed: X _. Open Building: 3. Mean Roof Height: 141 Roof Pitch: 4 : ( L Internal Pressure Coefficient- 0 55 4. Width of End Zone: 3 t Q • Wind Speed: (3 sec. gust)IM , im .� .IM 5. Building Classification Table 1-1. ASCE 7FBC Table 1604.5 TY' 6. Wind Exposure Classification: Adjustment Factor for Exposure & Height: 1 1 7. Components & Cladding Wind Pressure on Roof Zone 1-3Z,,5 2 65,1 3 -63, 1 PSF 8. Components & Cladding Wind Pressure on Wall Zone 4'38,Z 5 —47, Z PSF 9. Components & Cladding wind Pressure on Overhead Garage Door N A PSF 10. Loads: Floor�_PSF Roof/dead_s PSF Roof/live PSF PS 11. Shear Walls Considered for Structure? Yes X _ No (if No, attach explanation) 12. Continuous Load Path provided? Yes K No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes J_t No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressure: Z 60 Presumptive: y By Test PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of W knowledge and belief. Name: 1`C='%(� J� Co 0 J- {n �ry Cert #: � P'6 1- L Design Firm: C�0C%�i�f%'l/�y2y� Date: J_,1 C.r SLCCDV Form # 020-00 Revised 5118/09 (CL) SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE 1T11ESE ,PL,' Pj� , ����JQ 1�? 1 PROPOSED WOR44 COMPLETE THE NECESSARY SECTIU '�'ry, ",QT TO ANY CORRECTIONS !IUD BY FIRD INSPECTORS THAT THE UNIFORM ROOFING PE : ,I NECESSARY IN ORDER TO APPLICATION FORM AND ATTAC �T�I,L APPLICABLE CODES. REQUIRED DOCUMENTS AS NOTE ' `: SYSTEM TO BE USED ROOF SYSTEM REQUIRED SECTIONS OF THE PERMIT APPLICATION FORM ATTACHMENTS REQUIRED SEE LIST BELOW LOW SLOPE A,B,C 1,2,3A5,6,7, PRESCRIPTIVE BUR-RAS 150 A,B,C 4,5,6,7, ASPHALTIC SHINGLES A,B,D 1,2,4,5,6,7, CONCRETE OR CLAY TILE A,B,D,E 1,2,3,4,5,6,7 X METAL ROOFS A,B,D 1,2,3,4,5,6,7, WOOD SHINGLES AND SHAKES A,B,D 1,2,4,5,6,7, OTHER AS APPLICABLE 1,2,3,4,5,6,7, 7 iae�lo ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings I Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 Other Component of Product Approval 5.. -Municipal Permit Application 6, Owners Notification for Roofing Considerations (Reroofing only) 7. Any Required Roof Testing /Calculation Documentation a Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Forin. SECTION A (General Information Master Permit No. Process No. Contractor's Name Job Address 645 Pine tree dr. ROOF CATEGORY ❑ Low slope ❑ Mechanically Fastener Tile ❑ Mortar / Adhesive Set Tile f, ,Asplialtiic Shingles.': 'AC Metal Panel / Shingles ❑Wood Shingles /Shakes ❑'Prescriptive BUR-RAS 150 Pam. Le r,5 P(_ LD ROOF TYPE New Roof ❑ Re roofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Slope Roof Area(SF) 1216 El Maintenance Total (SF) 1216 Section B (Roof Plan) Sketch Roof Plan: lliustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of oaranets. mom' Nt 00000 000201 Florida Building Code Edition 2004 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Slope Application) Roof System Manufacturer: Union Corrugating comp. Notice of Acceptance Number: NOA 07-0713.03 Maximum Design Wind Pressures, if Applicable ( From RAS 127 or Calculations) : P1: -32.3 P2: -68.1 P3: -68.1 Maximum Design Pressure (From the Product Approval Specific System): +1- 114.3 Method of file attachment : Field ZONE130" O.C. ZONE 2 & 3 24" O.C. Steep Sloped Roof System Description Deck Type 5/8" CDX PLY WOOD Roof Slope: Type Underlayment : 2 layers of 30# felt Tin tabs (&- 6" on seem and 12" in field 4 : 12 Insulation: N/A Ridge Ventilation? NO AND 140 Fire Barrier: ANY APPROVED BARRIER Fastener Type & Spacing: #9 HEX HEAD W/ WASHERR 30" O.C. 24" O.C. Cad ZONE 2 & 3 Mean Roof Height: 14' Adhesive Type: N/A Type Cap Sheet: N/A Roof Covering: MASTER RIB Type & Size Drip Edge: 311X3" GALV. 2007 FLORIDA BUILDING CODE- BUILDING 15.35 `D Permit Number: Lot Number: Miscellaneous: Address: The information in this box if for administrative purposes only and is not part of this engineering review. Truss Fabricator: East Coast Truss Job Reference: #21675 - HEFFELFINGER - NORMAN SCREEN ROOM - 6904 Parke East Blvd. Inc. Tampa,I'L33610 (813)972-1135 Engineering Index Sheet Index Pa e 1 of 1 Job Number Date FBC2007 Specification Quantity 21675 12/07/2010 4 A Professional Engineers Seal affixed to this Index Sheet Indicates the acceptance of professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibilty of the Building Designer, as defined in ANSI/TPI 1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to East Coast Truss @ or MiTek Industries, Inc. @ (813) 972-1135, (Software - Online Plus) Standard Loading: T.C. Live 20 psf T.C. Dead 7 psf B.C. Live 0 psf B.C. Dead 5 psf Total 32 psf ANSI / ASCE 7-05 Main Wind Force Res. Sys. Wind Speed: 140 Mean Roof Ht: 15 Exposure Category: B Occupancy Factor: 1.00 Building Type: Part Enc Zone location: Exterior TC Dead Load: 7.0 BC Dead Load : 5.0 Date Mark Date Mark Dale Mark Dale Mark Notes: Refer to individual truss design drawings 1 1 1 2 1 12/07/10 A2AT 3 1 12/07/10 1 A3GE 1 1 4 1 11/18/10 A4S for special loading conditions. Ttv )I+. 47i1'lr���; �'�J Al rI{O OSED WORK ARE L�ildJECT TO ANY CORRECTIONS REQUIRED BY FIELD MAY BE NSORD�R RS 0� NEC COMPLY WITH ALL APPLICABLE CODt"' Onlipe Plus- © Copyright MTek®1996-2010 Version 27.0.006 Job Index Sheet 12/7/2010 8:01:00 AM Page 1 #21675 - HEFFELFINGER - NORMAN SCREEN ROOM - Page: 1 21675/ 1 1 TR A1GE 21675/ 3 1 TR A2AT 21675/ 1 1 TR A3GE 21675/ 11 1 SCIS A4S B Continuous Brg 1379 755 1379 755 Continuous Brg 1069 839 1069 839 Online Plus- 0 Copyright MiTek®199&2010 Version 27.0.006 Summary Page Uplift Report Date 12/07/10 Pagel #21675 - HEFFELFINGER - NORMAN SCREEN ROOM - Page: 1 21675/ 1 1 TR A1GE 4.00 28-00-00 36-00 36-00 4/4 21675/ 3 1 TR A2AT 4.00 28-00-00 36-00 36-00 4/6 21675/ 1 1 TR A3GE 4.00 28-00-00 36-00 36-00 4/4 21675/ 11 1 SCIS A4S 4.00 28-00-00 36-00 36-00 4/4 Odline Piva' ® Copyright MiTeh81996-2010 Version 27.0.006 Summary Page Trusses Report Date 12/07/10 Page:l Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering 21675 Al GE 1 TR 280000 4 3- 0- 0 3- 0- 0 #21675-.HEFFELFINGER - NORMAN SCREEN ROOM - HO 3-15 HO 3-15 TCJ 3-0-0 1 2-8-5 1 11-3-11 1 11-3-11 1 2-8-5 1 3-0-0 4x4 B 4� N 4 T L S J U 4-8-4 #3x4 *2F 4 H W &3x4 D &3x4 Y Ex4 3x4 3x4 A C Sl 5x5 BCl 28-0-0 28-0-0 Ell ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR See Joint F For Typical Gable Plate Size and Placement Scale: 0.201" = 1' MiTek® Online Pluses` Online Plus -- Version 27.0.006 R -T 0.01 0 T 0.00 0.01 This design may have plates RUN DATE: 18-NOV-10 T -V 0.01 0 T 0.00 0.01 selected through a plate V -X 0.01 0 T 0.00 0.01 monitor. CSI -Size- _ --- Lumber---- X -Z 0.02 0 T 0.00 0.02 Wind Loads - ANSI / ASCE 7-05 TC 0.07 2x 4 SP-#2 Z -C 0.06 13 T 0.00 0.06 Truss is designed as a Main BC 0.06 2x 4 SP42 ----------Gable Webs---------- Wind -Force Resistance System. GW 0.10 2x 4 SP-#3 G -F 0.01 27 T 0.00 0.01 Wind Speed: 140 mph I -H 0.03 139 T. 0.03 0.00 Mean Roof Height: 15-0 Brace truss as follows: K -J 0.03 134 T 0.03 0.00 Exposure Category: B O.C. From To M -L 0.03 135 T 0.03 0.00 Occupancy Factor : 1.00 TC Cont. 0- 0- 0 28- 0- 0 Sl-N 0.03 136 T 0.03 0.00 Building Type: Part. Eno BC Cont. 0- 0- 0 28- 0- 0 P -B 0.00 74.0 Zone location: Exterior R -Q 0.03 136 T 0.03 0.00 TC Dead Load 4.0 psf psf-Ld Dead Live T -S 0.03 135 T 0.03 0.00 BC Dead Load 3.0 psf TC 7.0 20-.0 V -U 0.04 134 T 0.03 0.01 Max comp. force 142 Lbs BC 5.0 0.0 X -W 0.04 126 T 0.03 0.01 Max tens. force 156 Lbs TC+BC 12.0 20.0 Z -Y 0.10 156 T 0.03 0.07 Connector Plate Fabrication Total 32.0 Spacing 24.011 Tolerance = 20% Lumber Duration Factor 1.25 TL Defl 0.001' in Z -E L/999 This truss is designed for a Plate Duration Factor 1.25 LL Defl 0.0011 in G -I L/999 creep factor of 1.5 which TC Fb=1.15 Fc=1.10 Ft=1.10 DL Defl 0.00" at L/999 is used to calculate total BC Fb=1.10 Fc=1.10 Ft=1.10 Hz Disp LL DL TL load deflection. Jt R 0.0011 0.001r 0.001r FABRICATOR NOTES: Total Load Reactions (Lbs) Shear // Grain in Y -E 0.10 1. EAST COAST TRUSS Jt Down Uplift Horiz- 5285 ST.LUCIE BLVD. F 1555 1310 U 94 R Plates for each ply each face. FORT PIERCE,FL 34946 Plate - MT20 20 Ga, Gross Area Jt Erg Size Required Plate - RHS 20 Ga, Gross Area S. Selim Cerci, P.E. F 336.01, -4511-to- 29011 Plate - MT8H 20 Ga, Gross Area 5407 Wellcraft Dr. Jt Type Plt Size X Y JSI Greenacres, FL.33463 Plus 6 Wind Load Case(s) S1 MT20 5.Ox 5.0 Ctr-0.5 0.39 Plus 1 UBC LL Load Case(s) MAURICE A. SHASHOUA, Plus 1 DL Load Case(s) REFER TO ONLINE PLUS GENERAL P.E.#EB5251 & 19554 NOTES AND SYMBOLS SHEET FOR 1908 NW 112 AVE. Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS. CORAL SPRINGS, FL 33071 ----------Top Chords---------- 2. !!!CAUTION!!! READ 11SCSI-B1 F -F 0.01 0 T 0.00 0.01 NOTES: SUMMARY SHEET" BEFORE F -H 0.03 44 C 0.00 0.03 Trusses Manufactured by: HANDLING , INSTALLING & H -J 0.03 47 C 0.00 0.03 East Coast Truss BRACING TRUSSES. J -L 0.03 55 T 0.00 0.03 Analysis Conforms To: 3. SEE ATTACHED DETAIL SHEET L -N 0.04 102 T 0.01 0.03 FBC2007 FOR: 1-JACK NAILS. N -B 0.04 151 T 0.01 0.03 TPI 2002 2-TBRACE. 3-BEARING BLOCK. B -Q 0.03 151 T 0.00 0.03 WARNING Do Not Cut overframe Q -S 0.04 104 T 0.01 0.03 member between outside of S -U 0.03 58 T 0.00 0.03 truss and first tie -plate U -W 0.03 43 C 0.00 0.03 to inside of heel plate. W -Y 0.04 47 C 0.00 0.04 OH Loading Y -C 0.07 74 C 0.00 0.07 Soffit psf 2.0 --------Bottom Chords--------- Design checked for SO psf non- - -G 0.00 2 C concurrent LL on BC. G -I 0.02 7 T 0.00 0.02 Max gap between edge of brg I -K 0.01 0 T 0.00 0.01 and end vertical or K -M 0.01 0 T 0.00 0.01 diagonal web is 1/211. M -S1 0.01 0 T 0.00 0.01 Refer to Gen Dot 3 series for S1-P 0.01 0 T 0.00 0.01 web bracing and plating. P -R 0.01 0 T 0.00 0.01 NOTE: USER MODIFIED PLATES Online Pius' 0 Copyright Mi7ek®1996-2010 Version 27.0.006 Engineering - Portrait 12/12010 8:00:57 AM Page 1 w Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering 21675 A2AT 3 TR 280000 4 #21675 - HEFFELFINGER - NORMAN SCREEN ROOM - HO 3-15 HO 3-15 11 3-0-0 1 14-0-0 1 14-0-0 3-0-0 4x4 3x8 B 3x8 2x4 R S 2x4 T 3x4 M N 3x4 F- 3x4 S3 4 W a S2 3x4 4-11-15 P N U A � � F+ ro 4x6 o 4x6 1 A 8- 2- 0 C O S1 L J S4 T 2x4 Sx5 3x6 3x6 5x5 2x4 W:408 W:408 R:1379 R:1379 U: 755 U: 755 BC 28-0-0 28-0-0 ALL PLATES ARE MT2020 Scale: 0.198" = 1' Online Plus -- Version 27.0.006 RUN DATE: 07-DEC-10 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-SS BC 0.68 2x 6 SP42 WB 0.59 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 0- BC Cont. 0- 0-'0 28- 0- One Continuous Lateral Brace R -S Attach CLB with (2)-10d nails at each web. psf-Ld Dead Live TC 7.0 20.0 BC 10.0 0.0 TC+BC 17.0 20.0 Total 37.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1379 756 U 97 R C 1379 756 U 97 R Jt Brg Size Required A 4.5" 1.6" C 4.5" 1.6" MiTek® Online Plus- S3-M 0.56 2599 C 0.04 M -R 0.57 2363 C 0.02 R -B 0.58 478 T 0.03 B -S 0.58 478 T 0.03 S -N 0.57 2363 C 0.02 N -S2 0.56 2600 C 0.04 S2-U 0.23 2636 C 0.03 U -C 0.25 3158 C 0.12 --------Bottom Chords ---- A -O 0.57 3012 T 0.40 O -S1 0.52 3012 T 0.40 S1-L 0.58 3012 T 0.40 L -J 0.68 2429 T 0.32 J -S4 0.58 3011 T 0.40 S4-T 0.52 3011 T 0.40 T -C 0.57 3011 T 0.40 ------------- Webs -------- 0 -P 0.09 297 T P -L 0.24 655 C L -M 0.19 685 T R -S 0.59 2817 C J -N 0.19 685 T J -U 0.24 655 C T -U 0.09 297 T 0.52 Design checked for 10 psf non- 0.55 concurrent LL on BC. 0.55 Wind Loads - ANSI / ASCE 7-05 0.55 Truss is designed as a Main 0.55 Wind -Force Resistance System. 0.52 Wind Speed: 140 mph 0.20 Mean Roof Height: 15-0 0.13 Exposure Category: B ---- Occupancy Factor : 1.00 0.17 Building Type: Part. Enc 0.12 Zone location: Exterior 0.18 TC Dead Load 4.0 psf 0.36 BC Dead Load 6.0 psf 0.18 Max comp. force 3158 Lbs 0.12 Max tens. force 3012 Lbs 0.17 Connector Plate Fabrication ---- Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total 1 Br load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 TL Defl -0.68" in L -J L/477 LL Defl -0.37" in L -J L/877 DL Defl -0.18" at L L/999 Shear // Grain in M -R 0.82 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI B MT20 4.Ox 4.0 Ctr-0.8 0.33 LC# 1 Standard Loading Dur Fctrs - Lbr 1.25 Plt 1.25 REFER TO ONLINE PLUS GENERAL plf - Dead Live* From To NOTES AND SYMBOLS SHEET FOR TC V 14 40 0.0' 28.0' ADDITIONAL SPECIFICATIONS. BC V 20 0 0.0' 28.0' BC V 0 40 9.8' 18.2' NOTES: Trusses Manufactured by: Plus 6 Wind Load Case(s) East Coast Truss Plus 1 UBC LL Load Case(s) Analysis Conforms To: Plus 1 DL Load Case(s) FBC2007 TPI 2002 Checked for NonConcurrent 200 OH Loading Lbs Moving Point Load applied Soffit psf 2.0 at Panel Points and Mid -panel This truss has been designed on BC for 20.0 psf LL on the B.C. in areas where a rectangle Membr CSI P Lbs Axl-CSI-Bnd 3- 6- 0 tall by ----------Top Chords---------- 2- 0- 0 wide A -P 0.25 3158 C 0.12 0.13 will fit between the B.C. P -S3 0.23 2636 C 0.03 0.20 and any other member. Online Plus- © Copyright MTek®1996-2010 Version 27.0.006 Engineering - Portrait 12f7/2010 8:00:57 AM Page 1 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Y Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21675 A3GE 1 TR 280000 4 3- 0- 0 3- 0- 0 #21675 - HEFFELFINGER - NORMAN SCREEN ROOM - SO3-15 HO 3-15 TCj 3-0-0 1 14-0-0 1 14-0-0 13-0-0 4x4 B P S T 3x4 N U 3x4 S3 L W S2 4 J 4-11-15 I AA 3x4 n 3x4 A C JIIL. H K M 0 Q R T V X Z BB *2x4 S1 5x5 BCJ 28-0-0 28-0-0 ALL PLATES ARE MT2020 See Joint I For Typical Gable Plate Size•and Placement - Online Plus -- Version 27.0.006 RUN DATE: 07-DEC-10 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP42 BC 0.22 2x 4 SP42 GW 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 0- BC Cont. 0- 0- 0 28- 0- psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 2140 1679 U 98 R Jt Brg Size Required A 336.0" 0"-to- 336" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.12 77 C 0.00 0.12 I -J 0.09 53 C 0.00 0.09 J -S3 0.02 56 C 0.00 0.02 S3-L 0.03 52 C 0.00 0.03 L -N 0.04 85 T 0.01 0.03 N -P 0.04 133•T 0.01 0.03 P -B 0.04 181 T 0.02 0.02 B -S 0.04 181 T 0.02 0.02 S -U 0.04 133 T 0.01 0.03 U'-W 0.04 85 T '0.01 0.03 W -S2 0.03 52 C 0.00 0.03 S2-Y 0.02 56 C 0.00 0.02 Y -AA 0.09 53 C 0.00 0.09 AA-C 0.12 77 C 0.00 0.12 MiTek® Online Plus- ------- Bottom Chords--------- A -H 0.22 71 C 0.00 0.22 H -K 0.14 0 T 0.00 0.14 K -M 0.13 0 T 0.00 0.13 M -0 0.13 0 T 0.00 0.13 O -S1 0.13 0 T 0.00 0.13 S1-R 0.13 0 T 0.00 0.13 R -T 0.13 0 T 0.00 0.13 T -V 0.13 0 T 0.00 0.13 V -X 0.13 0 T 0.00 0.13 X -Z 0.13 0 T 0.00 0.13 Z -BB 0.14 0 T 0.00 0.14 BB-C 0.22 71 C 0.00 0.22 ----------Gable Webs---------- - -I 0.05 217 T K -J 0.02 106 T M -L 0.03 139 T O -N 0.03 134 'T S1-P 0.03 135 T R -B . 0.02 73 C T -S 0.03 135 T V -U 0.03 134 T X -W 0.03 139 T Z -Y 0.02 106 T BB -AA 0.05 217 T TL Defl -0.01" in BB-C L/999 LL Defl -0.01" in BB-C L/999 DL Defl 0.00" At L/999 Shear // Grain in A -H 0.15 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI Sl MT20 5.0x 5.0 Ctr-0.5 0.39 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Part. Eno Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp. force 174 Lbs Max tens. force 217 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ °SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR; 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. . Online Plus- ®Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12f72010 8:00:58 AM Pagel . Job Marx Type Span P1-H1 Left OH Right OH Engineering 21675 A4'S11 Puan SCIS 280000 4 3- 0- 0 3- 0- 0 #21675 - HEFFELFINGER - NORMAN SCREEN ROOM - HO 3-15 SO 3-15 TCj 3-0-0 1 14-0-0 1 14-0-0 1 3-0-0 4x4 B T4 � 3x4 3x4 4x4 G H 4x4 4-11-15 S2 S1 2-3-4D D 3x8 6x8 3x8 A i2 F E C 2x4 2x4 M M W:408 W:408 R:1069 R:1069 U: 839 U: 839 BC 4-0-0 1 1 -0- 28-0-0 ALL PLATES ARE MT2020 Scale: 0.198" =1' MiTekO Online Plus - Online Plus -- Version 27.0.006 --------Bottom .Chords --------- RUN DATE: 18-NOV-10 A -F 0.78 3630 T 0.30 0.48 F -D 0.84 3635 T 0.35 0.49 CSI -Size- ----Lumber---- D -E 0.84 3635 T 0.35 0.49 TC 0.67 2x 4 SP42 E -C 0.78 3630 T 0.30 0.48 BC 0.84 2x 4 SP42 ------------- Webs ------------- WB 0.79 2x 4 SP-#3 F -G 0.07 225 T G -D 0.79 1100 T Brace truss as follows: D -B 0.41 1307 T O.C. From To D -H 0.79 1100'T TC Cont. 0- 0- 0 28- 0- 0 E -H 0.07 225 T BC Cont. 0- 0- 0 28- 0- 0 TL Defl -0.93" in D -E L/350 .psf-Ld Dead Live LL Defl -0.49" in D -E L/671 TC 7.0 20.0 DL Defl -0.29" at D L/999 BC 5.0 0.0 Hz Disp LL DL TL TC+BC 12.0 20.0 it C 0.251, 0.22.11 0.47e Total 32.0 Spacing 24.0" Shear // Grain in A -S2 0.21 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Plates for each ply each face. TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - MT20 20 Ga, Gross Area BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Total Load Reactions (Lbs) it Type Plt Size X Y JSI it Down Uplift Horiz- S2 MT20 4.Ox 4.0 0.1-0.2 0.91 A 1070 840 U 99 R S1 MT20 4.Ox 4.,0-0.1-0.2 0.91 C 1070 840 U 99 R D MT20 6.Ox 8,.0 Ctr-0.5 0.74 it Brg Size Required REFER TO ONLINE PLUS GENERAL A 4.5" 1.51, NOTES AND SYMBOLS SHEET FOR C 4.5" 1.5" ADDITIONAL SPECIFICATIONS. Plus 6 Wind Load Case(s) NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: Plus 1 DL Load Case(s) East Coast Truss Analysis.Conforms To: Checked for NonConcurrent 200 FBC2007 Lbs Moving Point Load applied TPI 2002 at Panel Points and Mid -panel OH Loading on BC Soffit psf 2.0 This truss has been designed Membr CSI P Lbs Axl-CSI-Bnd for 20.0 psf LL on the B.C. ----------Top Chords---------- in areas where a rectangle A -S2 0.65 3788 C 0.41 0.24 3- 6- 0 tall by S2-G 0.67 3733 C 0.41 0.26 2- 0'- 0 wide G'-B 0.54 2641 C 0.28 0.26 will fit between the B.C. B -H 0.54 2641 C 0.28 0.26 and any other member. H -S1 0.67 3733 C 0.41 0.26 Design checked for 10 psf non- S1-C 0.65 3788 C 0.41 0.24 concurrent LL on BC. Online Plus- O Copyright Mrrek®1996-2010 Version 27.0.006 Engineering - Portrait 12/72010 8:00:58 AM Page 1 Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Part. Eno Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp. force 3788 Lbs Max tens. force 3635 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 11!CAUTION111 READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. OFFICE USE Y: DATE FILED: PERMIT# REVISION FEET — RECEIPT # ST. LUCICE COUNTY PUBLIC WORKS DEPART CODE COMPLIANCE DIM 2300 VMGINIA A FORT PIERCE, FL 3498 (772)462-1553 APPLICATION FOR BUILDING PERNIIT RE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Re 6040!5 L) r. t VA 3. 4. 5. DETAILED DESCRIPTION OF PROJECT. CONTRACTOR INFORMATION: ST. of Fl, REGJCERT# BUSINESS NAME: - - - QUALIFIERS NAME: ADDRESS: CITY: 'PHONE (DAYTEVIE): OWNER/BUILDER INFORMATION: NAME: ADDRESS: crff:* PHONEXELL: 272- - 92C ARCHITECT/ENGINEER MORMATI NAME: Dv& 4-dia—P, ADDRESS.-. '00 CITY: - fo rz---1 PHONE (DAYTIME): -2127-% N: ST. LUCIE CTY. CERT. 13(411d� C54 STATE: 'FAX: - I?-) FAX: STATE: I— (- 7 7 <-I FAX: l r T. limw .j. k M I A M FDADE MIANIT-DADE COUNTY, FLO 6A _FILE COPY METRO-DADE FLAGLE1Z BURra BUILDING'CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1403 PRODUCT CONTROL DIVISION M1AMI. FLORIDA 33130-1�63 (305) 375-2901 FAX (305) 375-2908 NOTICE OFACCEPTANCE (NOA) Custom-BUt Metals M 13940 Magnolia Avenue Chino, CA. 91710 SCOPE: This NOA is being issued under the applicable rules and regulations The documentation submitted bas been reviewed by Miami -Dade Cc by the Board of Rules and Appeals (BORA) to be used in Miami Da the Authority Having Jurisdiction (AHJ): This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade -County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will mcur•the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product ou material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Vail Metal Shingle, Vail Titan Select & Vail Majestic Copper LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Mann Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this,product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the'NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06-0417.13 and consists of pages 1 through 6. The submitted documentation -was reviewed by Alex Tigera. D 12 - fop $f-- ST. LUCIE COUNTY NOA No.: 07-0521.05 BUILDING DIVISION Expiration Date:05/16/12 Y REVIEWED Approval Date: 07/19/07 FOR Go NOE Page 1 of 6 REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE it ROOFING SYSTEM APPROVAL Category Roofmg Sub -Category: Non -Structural Metal Panel. Material• ' Copper, Steel Maximum Design Pressure: -675 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Product Dimensions DescriDtlOII Vail Majestic Copper 34" long x 12" wide 16oz. Copper (with -or without aged bronze finish) metal shingle. Vail Titan Select 34" long x IT'wide Kynar 500 coated Galvalume metal shingle Min. thickness 0.0217 available in 25 colors. Trim Pieces Various End wall, drip edge, valley, sidewall, rake edge, and interlocking hip and ridge trip pieces for use with the Vail Select or Riva Classic metal shingle systems. EVIDENCE SUBMITTED: Test Aaency/Identiffer Name Re ort Date Underwriters Laboratories, TAS 107 Inc. TAS-125 05CA17407 11/28/05 TAS-125 05CA17407 11/29/05 Center for Applied TAS 100 Engineering Exterior Research & Design, TAS 102 #9106.08097-1 08/15/97 LLC. NOA No.: 07-0521.05 o Expiration Date: 05/16/12 Approval Date: 07/19/07 Page 2 of 6 SYSTEM A-1S: Vail Titan Select Shingle Deck Type: wood, Non -insulated Deck Description: New Construction or Re -roof 19 /32" or greater plywood or wood plank. Slope Range: 3":12" or greater Maximum Uplift The maximum allowable design pressure for the panel shall be -58 psf (See Pressure: System Limitation # 2) Deck Attachment: In accordance with applicable building code, but in no case shall it be -less using minimum #8 x 13/a " wood screws or annular ring shank nails at a spacing of 6" o-c. at supports. In re -roofing, where the deck is less than 19/321' thick (Minimum 15/3;) The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type 11 installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1-1/a annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved. underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Or for class A or B fire rating, install minimum 1/a" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/8" water resistant type X gypsum sheathing with treated core and facer. Valleys: Valley construction shall be in compliance with Miami Dade County Roofing Application Standard RAS 133 and with Vail Metal Systems current published installation instructions. Metal Panels and Install Vail Select metal shingles including flashing penetrations, valleys end Accessories: laps and accessories in compliance with Vail Metal Systems, LLC current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Clips Shall be attached to substrate with one #10 x 1 screw of sufficient length to penetrate through the sheathing a minimum of 3/16". NOA No.: 07-0521.05 o . Expiration Date: 05/16/12 Approval Date: 07/19/07 Page 3 of 6 SYSTEM A-1C: Vail Majestic Copper Shingle Deck Type: Wood, Non -insulated Deck Description: New Construction or Re -roof 19 /32" or greater plywood or wood plank. Maximum Uplift See Fastening Options Below Deck Attachment: In accordance with applicable building code, but in no case shall it be less using minimum #8 x 13/a" wood screws or annular ring shank nails at a spacing of 6'-' o.c. at supports. In re -roofing, where the deck is less than 19/32" thick (Minimum 151 327) the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1-W' annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Or for class A or B fire rating, install minimum %!' thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/s" water resistant type X gypsum sheathing with treated core and facer. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with currefit published installation instruction and details in Vail metal shingle systems Limited current published installation instructions. Metal Panels and Install Riva Classic copper shingles including flashing, penetrations, valleys, Accessories: end laps and accessories in compliance with Vail Metal Systems current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Field Condition Clips shall be attached to substrate with one corrosion resistant #10 x 1 screw of Fastening: sufficient length to penetrate through the sheathing a minimum of 3/16". Maximum Design Pressure: -56 psf (See General Limitation #2) Perimeter and Corner Condition Clips shall be.attached to substrate with one #10 x 1 stainless steel screw of 3/16". sufficient length to penetrate through the sheathing a minimum. of Fastening: Maximum Design Pressure: -675 psf (See General Limitation #2) NOA No.: 07-0521.05 ME -ILIA Expiration Date: 05/16/12 Approval Date: 07/19/07 Page 4 of 6 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (ie. perimeters, extended comers and corners). 3. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami Dade County Product Control Approved. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. NOA No.: 07-0521.05 ©- Expiration Date: 05/16/12 NMI Approval Date: 07/19/07 qW Page 5 of 6 VAIL TITAN SELECT METAL SHINGLES NOTE: D O NOT ATTACH CLIP OVER DOUBLED AREA WATER OFPANEL . CHANNEL lir Is" lir I � 1 I I I I ► I 1 i 1 � -- � I ► 1 ► VAIL MAJESTIC COPPER SHINGLES NOTE_ DD NOTATTACH LOVER DOUBLED AREA WATER OF PANEL gqCHANNEL yy 13-lff� u L I ► I 1 1 ► 1 ► ► I � /f I 1 1 ► J' 1 END OF THIS ACCEPTANCE NOA No.: 074521.05 o Expiration Date: 05/16/12 Approval Date: 07/19/07 Page 6 of 6 - Py M I A M I-DADE 0 MIAMI-DADE COUNTY, FLORIDA M. ' METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 2908 NOTICE OF ACCEPTANCE (NOA) _ Elk Corporation of Dallas 202 Cedar Road Ennis, TX 75219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed i y the BCCO and arc . d by rha Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShieldTm Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its . distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02-0327.03 and consists of pages- I through 3. The submitted documentation was reviewed by : crge L. Acebo. f �NOA No.: 07-0103.08 f Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 1 of 3 y RooF NG ASSEMBLY APPROVAL Category Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShieldTM Underlayment as manufactured by Elk Corporation of Dallas, as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building.Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Product Dimensions Test Product Specification Description VersaShieldTM 42" x 100' rolls ASTM D 226 Type 11 Non -Asphaltic fiberglass -based underlayment and/or fire barrier. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 ASTM E-108 03/21/00 Underwriters Laboratories Inc. R19254 ASTM D-226 09/13/01 PRI Asphalt Technologies, Inc. ELK-069-02-01 TAS 100 03/04/02 BRY-003-02-01 TAS 117(B) 03/19/02 BRY-003-02-01 TAS 114 (H) INSTALLATION: 1. . VersaShieldrM shall be installed in strict compliance with applicable Building Code. 2. VersaShieldTM shall be installed with a minimum 4-inch head lap in a single layer fashion. 3. VersaShield TM is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 4. VersaShield TM may be used with any approved roof covering Notice of Acceptance listing VersaShield TM as a component part of an assembly in the Notice of Acceptance. If Versashield TM is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 5. VersaShield TM is a non -asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShieldTw refer to a current Approved Roofing Materials Directory for fire ratings of this product. NMALIM ©Y NOA No.: 07-0103.08 Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 2 of 3 J LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. LABELING: All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and yellow line to identify the ASTM Standard designation. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material_ END OF THIS ACCEPTANCE NOA No.: 07-0103.08 IUL Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 3 of 3 Sheet 2 of 2 (Sketch of Survey) • See Sheet 1 of 2 for Legal Description, Certifications, Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS. ®® LOT 28 FIP 12' BLOCK I 1 I 0.3' W 5CALE:1'=50' NOT FOUND OR 5ET I 0.3' 5 (INACCE551BLE) 300.00'(PdM) 30.00' 2.5' E. L I B'0! 7, I (PRDP05ED 1959�9 /P/ LOT 7 ( I LOT 299��8 I a� BLOCKII I 1 - -� BLOCK II i $ {`PROPOSED � � I I ) WOOD FENCE ! PLATTED LOT LINE /f , —— — — — — -II — i I LOT 8 LOT 30 I BLOCK 11 1 BLOCK I I $ I I 25.01 1 � SETBACK o LINE „ N rn o 4=LOT 9 � BLOCK I I l LOT 31 I o? Q r�-n { I BLOCK II I 4 W o r'TI � ggI I FIR 3/5' PROP051D ; w g 710 0.04' E 1 WOOD FENCE 0.09, N 1 Q I r-n up— { I PROPOSED 5TRUCTURE �LOT32 I (FORMBOARD5 ONLY) BLOCK I I I LOT 10 I I 1 PROP05ED 3' BLOCK I I I I-1 a UE CONC. WALK IG.52' 9 • 66Qz . PROP05ED ONE 5TORY 1 CONC. 5LAB 130.81' 3g. `1j . RESIDENCE ® 0005 LOT 33 I (FORMBOARD5 ONDI I 35.47' PROPOSED 3' �' ^ -^ , n `> F.F. ELEV. = 10.00' BLOCK I I 1 BLLOT OCK I I ) J . WALK c "; (ASSUMED) CONC, i $ ^ N 1 q � w 134.07 2.5' E. {�{ I � � � METAL `c}, " (PROP05E r I a01 SHED Bp d 36.00' FIR 3/8' o 0 300.00'(P) 330.30'(M) N 1 FIR 3/8' NO I.D. w n LOT 34 ( 0.3' E BLOCK I I 1 I 0.3' S Adverse Conditions- Please note the following: THIS SURVEYIS APPROVED FOR CONSTRUCTION BYLANDTECH SURVEYING, Lantech Surveying offers services throughout the State of Florida. Please refer to our website at Invoice Number. 01.55691 Drawn By. C. FERRARA www.LandfechSurvey.com for up to date information about our locations and coverage area. Date of field Wok 12112107 40M This survey has been issued by the following Landtech Surveying office: 1500 N.W. 62nd Street, Suite 511 Revision: Proposed addition shown - 911/10 - CF L,ANr) TECH Fort Lauderdale, Florida 33309 Revision: Proposed addition revised - OW09111 - CF S u R v E Y I N G Office: 954 776-6766 Fax: 954 776-4660 Revision: FormboardSurvey -02Y15111-CF Providing Fast do Accurate Land Surveying Services throughout Florida measurably better! www.LandtechSurvey.com Revision: Sheet 1 of 2 (Survey Related Data) — See Sheet 2 of 2 for Sketch of Survey. SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS LEGAL DESCRIPTION LOTS 29, 30, 31, 32 AND 33, BLOCK 11, INDIAN RIVER ESTATES, AS RECORDED IN PLAT BOOK 10, PAGE(S) 46, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA. PROPERTY ADDRESS 6005 PINETREE DRIVE FORT PIERCE, FL 34982 INVOICE NUMBER 01-55691 DATE OF FIELDWORK 02/25/2011 CERTIFIED TO ROBERT T BRYAN AND ANITA M NORMAN FLOOD ZONE X - 120285 - 0282 - F pzrrk.i r -4::4 16 0 5,5' BY AUTHORITY GRANTED PER 6IG17-6.003(3)(G) FLORIDA ADMINISTRATIVE CODE: FOR MORTGAGE TRANSACTIONS, LANDTECH HEREBY AUTHORIZES CERTIFIED TITLE AGENTS SHOWN HEREON TO ADD ANY LENDER CERTIFICATIONS THEY DEEM NECESSARY TO COMPLETE SAID TRANSACTION. ANY OTHER ALTERATIONS SHALL VOID THIS SURVEY. PLEASE ENTER ADDITIONAL CERTIFICATION(S) BELOW: General Notes: 1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED, 2. IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTECH SURVEYING. LANDTECH SURVEYING ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES. DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.1929) UNLESS OTHERWISE SHOWN. 7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE, 8. CORNERS SHOWN AS ARE IDENTIFIED WITH A CAP MARKED LB (LICENSED BUSINESS) # 6799. HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL Legend/Abbreviations: EOW = Edge of Water P = Per Plat RM = Right -of -Way STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS A = Arc Length FF = Finished Floor P/L = Property Line TR = Telephone Riser AND MAPPERS IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE, CA = Central Angle FIP = Found Iron Pipe PC = Point of Curvature UE = Utility Easement PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIL = Centedine FIR = Found Iron Rod PCC = Point of Compound WM = Water Meter CIF = Computed from Field Measure FN = Found Nail Curvature UP = Utility Pole .. CR = Computed from Record data L = Per Legal Description PK = Parker Kalon Nail CATV = Cable TV Riser M = Measured POB = Point of Beginning DE Drainage Easement Overhead Cable POC Point Commencement .4. ; = OHC = = of .' ,; A Ease = Easement ORB = Official Records Book PRC = Point of Reverse Curvature I Digitally signed by Andrew Snyder, PSM ON: cn=Andrew Snyder, PSM, ' o=LandTech Surveying, Inc., ou, email=asnyder@landtechsurvey.com, L AANDTEGH c=US Date: 2011.03.01 09-.40:56-05'00' 0 2/ 2 5/ 2 011 S U R V E Y I N G DATE: Providing Fast & Accurate Land Surveying Services throughout Florida ANDREWSNYDER- PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION No. 5639 (NOT VALID WITHOUT THESIGNATUREAND THE measura6[y 6etter! ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA LICENSED SURVEYOR , . , AND MAPPER.SHOWN ABOVE) Sheet 2 ofof�2 (Sketch of Survey) - See Sheet 1 of 2 for Legal Description, Certiffcations, Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS, 5CW:1 "=50' I 2.5' E. NOT FOUND OR 5ET (INACCE5551,B�LE) L I Bg (PRQP05tD I S441, 9/c� i I LOT 7 i j BLOCK I I I PROP05ED j I WOOD FENCE I — — — — — — — 1 I - •�J7fJi j I — — — — LOT 8 1 I BLOCK I I j I jI 11 1 � I f �OJrC ,oF • •Y,V,f.Z/Rsnry��r fi I vvJEc: LOT 9 o BLOCK I I { � I I FIR 3/8'V i I 0.04- E fi I 0.09' N 1 I 0.1' PROP05ED WOOD FENCE ifi LOT 10 I I I PROP05ED 3' j CONC. WALK �v.. BLOCK I I I -I G UE I 65 32 .9' 17.op52�. a 6q pj 5se�v�� \ 129.95' Gp��39� oJ., o. •c; i j i 134.61' PROP05ED 3' CONC. WALK Ca o METAL c^_' 5 T I oo, Q w ci 511ED y( v (PROP05EDi- I S z LOT I I BLOCK I I 2 ' E. LOT 28 BLOCK I I 300.001(PSM) . v E T 3Jtia:si6 91-6 d�. ®�L�rt�'tl 1 E Pal I �1-^nnvvaM ' v-1/;c 7 up v FIR I.D. o 0 300.00'(P) 330.30'(M) NOI.D.I w �+ LOT 34 BLOCK I I Adverse Conditions - Please note the following., -THIS SURVEYIS APPROVED FOR CONSTRUCTION BYLANDTECH SURVEYING. Lantech Surveying offers services throughout the Slate of Florida, Please refer to our website at Invoice Number. 01.55691 Drawn By: C.RRR www.LandtechSurvey.com for up to date information about our locations and coverage area. 1 Date of Field Work 12112107 This survey has been issued by the following Landtech Surveying office: 1,500 N.W. 62nd Street, Suite 511 Revision: Proposed addition shown - 911/10 - CF Fort Lauderdale, Florida 33309 Recision: Proposed addition revised - OV09111 - CF Office: (954) 776-6766 Fax: (954) 776-4660 Revision: www.LandtechSurvey.com Revision: FIP I/2' I 0.3' W I 0.3' S I I gp� ,g6lGel l �, LOT 299 I BLOCK I I I � 8 I I I I I 'I I I LOT 30 I Q1 BLOCK I I I I I I I I 25.0' I SETBACK LINE I o LOT 31 � o BLOCK I I I I ? w I I I I LOT 32 I - BLOCK I I I 0, I I s I I I I I LOT 33 I BLOCK I I I Q, I I 8 -134.07' 9p, I T FIR 318° I 1 I 0.3' S f�i w s _44M LAHD'T'EGH S U R V E Y I N G Providing Fast do Accurate Land Surveying Services throughout Florida ,..measurably better! , 4 Sheet 1 of 2 (Survey Related Data) - See Sheet 2 of 2 for Sketch of Survey. SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS LEGAL DESCRIPTION LOTS 29, 30, 31, 32 AND 33, BLOCK 11, INDIAN RIVER ESTATES, AS RECORDED IN PLAT BOOK I0, PAGE(S) 46, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA. PROPERTY ADDRESS 6005 PINETREE DRIVE FORT PIERCE, FL 34982 INVOICE NUMBER 01-55691 ` DATE OF FIELDWORK 12/12/2007 W CERTIFIED TO 0 ROBERT T BRYAN AND ANITA M NORMAN 0 FLOOD ZONE X - 120285 - 0282 - F 1 BY AUTHORITY GRANTED PER 61G17-6.003(3)(G) FLORIDA ADMINISTRATIVE CODE: FOR MORTGAGE TRANSACTIONS, LANDTECH HEREBY AUTHORIZES CERTIFIED TITLE AGENTS SHOWN HEREON TO ADD ANY LENDER CERTIFICATIONS THEYDEEM NECESSARY TO COMPLETE SAID TRANSACTION. ANY OTHER ALTERATIONS SHALL VOID THIS SURVEY. PLEASE ENTER ADDITIONAL CERTIFICATION(S) BELOW: General Notes: 1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2. IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES, NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTECH SURVEYING. LANDTECH SURVEYING ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES. DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) UNLESS OTHERWISE SHOWN. 7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 8. CORNERS SHOWN ASSET' ARE IDENTIFIED WITH A CAP MARKED LB (LICENSED BUSINESS) # 6799. HEREBY CERTIFY THATTHIS BOUNDARYSURVEY MEETS THE MINIMUM TECHNICAL Legend/Abbrevlations: EOW = Edge of Water P = Per Plat RAN = Right -of -Way STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS A = Arc Length FF = Finished Floor P/L = Property Line TR = Telephone Riser AND MAPPERS IN CHAPTER 61G17.6 OF THE FLORIDA ADMINISTRATIVE CODE, CA = Central Angle FIP = Found Iron Pipe PC = Point of Curvature UE = Utility Easement PURSUANT TO SECTION 472,027, FLORIDA STATUTES. CIL = Centerline FIR = Found Iron Rod PCC = Point of Compound WM = Water Meter CF = Computed from Field Measure FN = Found Nail Curvature UP = Utility Pole CR = Computed from Record data L = Per Legal Description PK = Parker Kalon Nail *VW CAN = Cable TV Riser M = Measured POB = Point of Beginning DE Drainage Easement OHC = Overhead Cable POC = Point of Commencement ••�x� = Ease = Easement ORB = Official Records Book PRC = Point of Reverse Curvature LA ,ardaa Y'. .. ' '; ainle o� Digitally signed by Andrew FbpwoY ,,p Snyder �� DN: cn=Andrew Snyder, =Landtech Surveying, ou, LAHDTECH fr email=a-snyder@msn.com, DATE: 12/12/2007 S U R V E Y I N G ANDREW SNYDER - PROFESSIONAL SURVEYOR AND MAPPER U Date: 2011.02.0910:03:55 Providing Fast & Accurate Land Surveying Services throughout Florida FLORIDA REGISTRATION No. 5639 (NOT VALID WITHOUT THE SIGNATURE AND THE ... me4mra6Cy 6etter! ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA LICENSED SURVEYOR 05 '00' AND MAPPER SHOWN ABOVE)