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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APSPLICATgOffO BE ACCEPTED Date: C BY Permit Number: 2312-801-0003-00-4 T St. Lucie County RECF'7 Building Permit Application MAY 18 2015 Planning and Development Services Public WL,,„- Building and Code Regulation Division St. Lucie Count!. 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential RS-4 PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSEDIMPROVEMENTLOCATION r, Address: 5821 Starcher Ave. Ft. Pierce FL. 34947 Legal Description: HENNING S/D-AN UNRECORDED PLAT IN SEC 12-35-39-LOT 2 (0.85 AC) (or 841 Property Tax ID #: 2312-801-003-000-4 Lot No. 2 Site Plan Name: Gaines Block No. Project Name: Carport Setbacks Front 131.9 It Back: 15.7 ft Right Side: 45.3 ft Left Side: 138.87 ft DETAILED DESCRIPTIONWO.F UVORK Perform work as shown on print CONSTRUCTION, INFORMATION:., rtlona wor to e e orme under t—checkispermit a In appy: OHVP r]GasTank []Gas Piping _Shutters ❑Windows/Doors E]Electric ✓❑_ Plumbing []Sprinklers Generator Roof Total Sq. Ft of Construction: 780 Cost of Construction: $ 2,200.00 S Ft. of First Floor: 780 Utilities:ll Sewer 0 Septic Building Height: 18 It OWNER/LESSEE: ,r r" CONTRACTOR: °y ' Name Ead Gaines Name: Owner Address:5821 Starcher Ave Company: City: Ft, Pierce State: FL Zip Code: 34947 Fax: (772) 465-2351 Phone No. (772) 577-0826 Address: City: State:_ Zip Code: Fax: Phone No. E-Mail: ERLGAINES@COMCAST.NET Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUP,PLEMENTALCONSTRUCTION'LIEN LAW INFORMATION;,, DESIGNER/ENGINEER: X_ Not Applicable MORTGAGE COMPANY x Not Applicable Name: cooks Menard Architecture INC. Name: N/A Address: 806 Delaware Ave Address: City: R.Plerce State: FL City: State: Zip: 34960 Phone: (n2)46o-7751 Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: NIA Address: City: Zip: Phone: BONDING COMPANY: x Not Applicable Name: N/A Address: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Count makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before C..�-�-"- J dot . ��yl VG..J�. V ./ (Y'CC✓N-�/' s _ Signature of Owner/ Lessee/Agent Signature of Contractor/License Holder STATE OF FLORI COUNTY OF The oing instrument was acknowledge this day oi2yk 20 ('L )' . (Name of person acknowledging Personally Known 1 OR Produced Identl Type of Identification Produced Commission No. (Seal) Revised 07/15/2014 STATE OF FLORIDA - COUNTY OFQ/Oeev The fQr oing instrument was acknowledged be this / day of >W 20 C�iGi GCLI nel (Name of person acknowledging) (Signature of Vtary Public- State of Flol Personally Known �� OR Produced Type of Identification Produced Commission No. (Seal)M REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, 2J19^SUI,-C (Parcel Id#/Legal BAN UA)RE60e&42 00/4f f s�C 1x33' 9 LoTeZ 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 Owner Name (Please Print) Property Owner Signature D e STATE OF FLORIDA, COUNTY OF Ukur2 ACKNOWLEDGED BEFORE ME THIS 1 DAY OF %@ O h-..D Le . , 20j�-- BY PRODUCED �1-- 1YS1 NATURE OF NOTARY PUBLIC IS PERSONALLY KNOWN TO ME i_) OR WHO HAS M2 SNNDA�O 1 ntNrc TYPE OR PRINT NOTARY l „ •dSois�. COMMISSION LASHAHNA INGflAM 8 %tii r_ WCOMMISSIDN#EE 050558 (SEAL) ^i IXPIBE&December20, 2014 Bonded Thru Notary Pubic Unitem SLCPDSD Revised 04/11/2011 IDENTIFICATION. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(7721462.2172 Fax:(772)462-6443 April 24, 2015 RE: Building Permit Number ADVANCE PERMIT VOID NOTICE - CONTRACTOR This is to notify you that within the next 90 days, the above permit, per FBC Section 105.3.2 will be voided due to abandonmentflack of response in our department. If this permit is voided and you wish to proceed, then a new permit must be applied for with current documentation and applicable fees. If you have any questions regarding this letter, please contact our office at (772) 462-1553. We are located at 2300 Virginia Avenue in Fort Pierce. Sincerely, file PROPERTY INFORMATION Address: 5821 Starcher Ave City / State / Zip: Fort Pierce, FI 34947 Parcel #: 2312-801-0003-000/4 Zoning: RS-4 REVIEW COMMENTS RECEIVED MAY 12105 Page 1 Owner(s): Beverly D Gaines / Earl L Gaines Jurisdiction: SAINT LUCIE COUNTY Lot#: 2 Block: APPLICATION INFORMATION Permit Number: 1412-0014 Stories: Automatic Sprinkler System? No Permit Type: SCREEN RM/CARPORT(NON-ALUMINUM) - NEW SLAB CONTRACTOR INFORMATION Contractor Name: Fax Number: Business Name: Business Addr: Email: City / State / Zip: REVIEWS AND COMMENTS Review Tvpe Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Audrey Humphrey 12110/2014 1211012014 Comment: VEGETATION PERMIT IN DRAWER UNDER (G) FOR GAINES- NO FEE 12111/2014 Comment: NOTICE OF COMMENCEMENT ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 12/9/2014 12/9/2014 Comment: FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 12/112014 12/1/2014 1211/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE William Durden 12/1012014 12/22/2014 Comment: REVISE BUILDING PERMIT APPLICATION TO REFLECT SLAB ONLY. 1212212014 Comment: AS PER FBPE AND F.A.C. 61G15-23.002 AND F.S. 471.025.(1) ALL DOCUMENTS SUBMITTED FOR PUBLIC RECORD AND/OR PROVIDED TO OWNER MUST BE ORIGINAL. Comment: PLEASE NOTE: IF YOU ARE PUTTING A STRUCTURE ON THE NEW SLAB AS PER COOK & MENARD'S 1212212014 DRAWINGS, THE FOOTING DETAL ON PLANS MUST MATCH THE NEW STRUCTURES FOOTING DETAILS. ONCE THE BUILDING APPLICATION HAS BEEN REVISED I WILL ISSUE THE SLAB PERMIT AS PER COOK & MENARD PLANS. ZONING REVIEW COMPLETE Lydia Galbraith 12/412014 12/412014 12/412014 Comment: ZONING REVIEW COMPLETE Lydia Galbraith 1211212014 12112/2014 12/1212014 Comment: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 PROPERTY INFORMA TION Address: 5821 Starcher Ave City / State / Zip: Fort Pierce, FI 34947 Parcel #: 2312-801-0003-000/4 Zoning: RS-4 REVIEW COMMENTS 1 Owner(s): Beverly D Gaines / Earl L Gaines Jurisdiction: SAINT LUCIE COUNTY Lot#: 2 Block: APPLICATION INFORMATION Permit Number: 1412-0014 Stories: Permit Type: SCREEN RM/CARPORT(NON-ALUMINUM) - NEW SLAB CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS Automatic Sprinkler System? No Fax Number: Email: Review Tvoe Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Audrey Humphrey 1211012014 12110/2014 Comment: VEGETATION PERMIT IN DRAWER UNDER (G) FOR GAINES- NO FEE 12/11/2014 Comment: NOTICE OF COMMENCEMENT ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 1219/2014 121912014 Comment: FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 12/112014 12/112014 121112014 Comment: PLANS EXAMINER REVIEW PENDING William Durden 12I1012014 12122/2014 Comment: REVISE BUILDING PERMIT APPLICATION TO REFLECT SLAB ONLY. 12/22/2014 Comment: AS PER FBPE AND F.A.C. 61G15-23.002 AND F.S. 471.025.(1) ALL DOCUMENTS SUBMITTED FOR PUBLIC RECORD AND/OR PROVIDED TO OWNER MUST BE ORIGINAL. Comment: PLEASE NOTE: IF YOU ARE PUTTING A STRUCTURE ON THE NEW SLAB AS PER COOK & MENARD'S 1212212014 DRAWINGS, THE FOOTING DETAL ON PLANS MUST MATCH THE NEW STRUCTURES FOOTING DETAILS. ONCE THE BUILDING APPLICATION HAS BEEN REVISED I WILL ISSUE THE SLAB PERMIT AS PER COOK & MENARD PLANS. ZONING REVIEW COMPLETE Lydia Galbraith 12/412014 1214/2014 1214/2014 Comment: ZONING REVIEW COMPLETE Lydia Galbraith 1211212014 12112/2014 1211212014 Comment: Y- Plannfn0 & Development Services Building &,Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phane;(772)462.2172 Fox:(772)462.6443 REVIEW COMMENTS MAY 18 2015 Public Works St. Lucie County, FL PROPERTY INFORMATION Address: 5821 Starcher Ave Owner(s): Beverly D Gaines / Earl L Gaines City / State / Zip: Fort Pierce, FI 34947 Parcel #: 2312-801-0003-00014 Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-4 Lot#: 2 Block I177dL�I'��[�]LllW7e1.7 1 Permit Number: / 1412-0014 l Stories: Automatic Sprinkler System? No Permit Type: \ SCREEN RMRM/CARPORT(NON-ALUMINUM)-NEW SLAB CONTRACTOR INFORMATION Contractor Name: Fax Number: Business Name: Business Addr: Email: City / State / Zip: REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Audrey Humphrey 12110/2014 12110/2014 Comment: VEGETATION PERMIT IN DRAWER UNDER (G) FOR GAINES- NO FEE 12111/2014 Comment: NOTICE OF COMMENCEMENT ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 1219/2014 12/912014 0 Comment: , FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 1211/2014 121112014 12/l/2014 Comment: PE REVIEW COMMENTS (2) INCOMPLETE William Durden 5/13/2015 5/13/2015 Comment: PLEASE CORRECT PERMIT APPLICATION TO REFLECT NEW CONSTRUCTION DOCUMENTS SUBMITTED ON MAY 1212015. PLEASE FURNISH TRUSS ENGINEERING IN DUPLICATE PER 107.2.1 OF THE 2010 FLORIDA BUILDING 5/13/2015 Comment: CODE 5/13/2015 Comment: SUBMIT NEW PLOT PLAN FROM COOK & MENARD SHOWING NEW STRUCTURES DEMENSIONS. IN DUPLICATE, SIGNED, AND SEALED WITH ORIGINAL SIGATURE. PLANS EXAMINER REVIEW COMPLETE William Durden 1211012014 511312015 5/13/2015 Comment: ZONING REVIEW COMPLETE Lydia Galbraith 12/4/2014 1214/2014 121412014 Comment: i Planning& Development Services Building S Code Regulation Division, .2300 V1rglnia'Avenue Fart Pierce, FL 34662 P6one;(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS ZONING REVIEW COMPLETE Lydia Galbraith 12112/2014 1211212014 1211212014 Comment: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:V72)462.2172 Fax:(772(462-6443 PROPERTY INFORMATION Address: 5821 Starcher Ave City / State / Zip: Fort Pierce, FI 34947 Parcel#: 2312-801-0003-000/4 Zoning: RS-4 REVIEW COMMENTS 1 Owner(s): Beverly D Gaines / Earl L Gaines Jurisdiction: SAINT LUCIE COUNTY Lot#: 2 Block: APPLICATION INFORMATION Permit Number: 1412-0014 Stories: Permit Type: SCREEN RWCARPORT(NON-ALUMINUM) - NEW SLAB CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: REVIEWS AND COMMENTS Automatic Sprinkler System? No Fax Number: Email: Review Tvpe Status Reviewed By Date Started Data Completed Date Released DOCUMENTS MISSING PENDING Audrey Humphrey 12/1012014 12/1012014 Comment: VEGETATION PERMIT IN DRAWER UNDER (G) FOR GAINES- NO FEE 12111/2014 Comment: NOTICE OF COMMENCEMENT ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 1219/2014 12/912014 Comment: FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 12/1/2014 1211/2014 1211/2014 Comment: PE REVIEW COMMENTS (2) INCOMPLETE William Durden 5113/2015 5/13/2015 Comment: PLEASE CORRECT PERMIT APPLICATION TO REFLECT NEW CONSTRUCTION DOCUMENTS SUBMITTED ON MAY 12. 2015. 5/13/2015 Comment: PLEASE FURNISH TRUSS ENGINEERING IN DUPLICATE PER 107.2.1 OF THE 2010 FLORIDA BUILDING CODE 5/1312015 Comment: SUBMIT NEW PLOT PLAN FROM COOK & MENARD SHOWING NEW STRUCTURES DEMENSIONS. IN DUPLICATE, SIGNED, AND SEALED WITH ORIGINAL SIGATURE. PLANS EXAMINER REVIEW COMPLETE William Durden 1211012014 5/1312015 5/13/2015 Comment: ZONING REVIEW COMPLETE Lydia Galbraith 1214/2014 1214/2014 12/4/2014 Comment: Planning & Development Services Building &Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34962 Phone:(772(462.2172 Fax:(772)4624M REVIEW COMMENTS 2 ZONING REVIEW COMPLETE Lydia Galbraith 12112/2014 12/12/2014 12112/2014 Comment: CATCH BASIN (-� "•A§i OHP — OHP — OHP — OHP— OHP — QftP OHP i3'31" E 210.52J2015. MAY 1Public iSt. Lucie CLI </ ` , �I •L ONORE?Ec, o . Z ' �* o- <,DRIVEWAY• I 2, .�/ l 'G L1 <1 15'• CHAIN LIN FENCE LI, 116 iTORY C :SIDENCE 0 24.10- 1 l38'.S7' I . t, 1, . <I . HENN'N UI DEED BOO W 0 0 0 0 (� L S. N 89'53'31 " 1 210.17' x LOT 5 Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established140114.2015 Public Works St. Lucie County, FL RE: 28786 - Gaines Carport MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Earl Gaines Project Name: Gaines Carport Model: na Tampa, FL33610-4115 Lot/Block: na Subdivision: na Address: 5821 Starcher Avenue City: Fort Pierce State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.5 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# Truss Name Date 1 IT7056713 IA01 5/7/015 12 IT7056714 IA02GE 15/7/015 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, perANSI/fPI-1, Chapter 2. ,%%%, SrArtq,e-i NS�.,yi ,t 0 s9 . STATE OF Z c4 0 R 10 P Cj�= �-'�S'-O_ N AL 0' %%% Albani, Thomas I of 1 Job Truss Truss Type pry Ply Gaines Carport T7056713 28786 A01 COMMON 14 1 Job Reference (,ptional) East Coast Trus3, Fon Pierce, FL 34a45 7.530 s Jul 112014 MTek 2410 &10.14 61-2 61.2 Scale =IAsa 4.00 F12 4x6 = 39 = 3M = Us = 3x4 = Plate Offsets (%.Y)— r4:0-2-0.Edgel. (6:04-0.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In ([Go) Udee L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.55 Vert(-L) -0.36 10-13 >876 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 VertCrL) -0.6010-13 >519 180 BCLL 0.0 ' Rep Suess [nor YES WB 0.32 Horz(TL) 0.10 8 n/a We BCDL 8.0 Code FBC2010/rP120B7 (Matrix-S) Weight: 1121b FT-O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde REACTIONS. (lb/size) 2=1321/0-8-0, 8=1321/0-8-0 Max Horz 2=120(LC 7) Max Uplift2=964(LC 8), 8=964(LC 8) Max Grsv 2=1513(LC 15), 8=1513(LC 15) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3221/1819, 3-4=2928/1645, 4-5=-2870/1655, 5-6=2870/1655, 6-7=2928/1645, 7-8=3221/1819 BOT CHORD 2-20=-1563/2984, 20-21=-1563/2984, 13-21=1563/2984, 12-13=944/2014, 11-12=-944/2014, 10-11=-944/2014, 10-22=1563/2984, 22-23=1563/2984, 8-23=1563/2984 WEBS 5.10=-439/974, 7-10=518/482, 5.13=-439/973, 3-13=517/482 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsg h=17X; B=45R; L-2611; eave=4X; Cat. II; Exp C; Part. Encl., GCpl=0.55; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 1-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 964 lb uplift at Joint 2 and 964 lb uplift at joint 8. 7) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and h' gypsum sheetrock be applied directly to the bottom chord. GENS''e9''. 3938 :ram :0 ATE :�4: I FL Cert. 6634 1 e904 Parke Del8W. Tamp. FL 33610 Job Truss Truss Type 0y Ply Gainea Ceryort nose714 287W A02GE Common Sappired Gable 2 1 o ob 'a al e e ra 1.4 II 8 3x4 � 1.4 II 1.4 II T 1.4 I 5 6 4.00 12 4 3x4 3 2 d1 4ze II 28 27 26 25 24 3x4 = 1.4 II 1.4 II 3x4 = Ive II 1.4 II 4x4 = 1x4 II 9 10 I.aaa - n Iv,eranex maaaaaa, an. ma may vr,a:o<:.,. n. IA II 3x4 11 1.4 II 12 13 tx4 II Iz�_ 14 23 22 21 20 19 18 1.4 II 1x4 II 1.4 II 1x4 II 1x4 II 3x4 = favie =1:51.3 Plate Offsets (R.Y)- f2:03-8.Edoel. 12:0-4-12.Edoel. 116:038.Edoe1 f16:0-4-12 Edael LOADING (Pat) SPACING- 2-0-0 Cat. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.01 17 n1r 90 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.01 17 n/r 120 SCLL 0.0 ' Rep Stress Inv YES WB 0.06 Horz(TL) 0.01 16 rda n/a BCDL 8.0 Code FBC2010/TPI2007 (Matrix) Wind(LL) 0.03 17 n/r 120 Weight: 120 la FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 6.0-0 oc bracing. OTHERS 2x4 SP No.2 MTek recommends that Stabilizes; and required cross bracing [installation nude, be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 26-0-0. (lb)- Max Harz 2=113(LC 7) Max Uplift NI uplift 100 Ib or less at joint(s) 23, 27, 19 except 2=305(1_C 8), 24=144(LC 8), 26=154(LC 8), 28=266(LC 8), 22=-144(LC 8), 20=154(LC 8), 18=266(LC 8), 16=-305(LC 8) Max Grav All reactions 250 to or less at joint(s) 23, 24, 26, 27, 22, 20,19 except 2=361(LC 17), 28-030(LC 13). 18-035(LC 14), 16=361(LC 18) FORCES. (lb) -Max. COmpJMax.Ten.-Allforces 250(lb) or less except when shown. WEBS 4-28=340/287, 14-18=344/287 NOTES. 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=26ft; eave=2ft; Cat. II; 0,Tf f f t f f7 blever left right osed; end left and right exposed; Lumber iolthe nWss % the 3) Truss designled ate orwind l rip ads01n the only. to �p�`PS• A panel of For sudstlexposed wnd(normal few), see Standard Industry Gable End Details as applicable, orconsuft qualified building designer as perANSlfTPl 1. �% ,Z. . �G E N g'•._g2rV " 4) Plates checked for a plus or minus 0 degree rotation about its center. k` 5) Gable requires continuous bottom chord bearing. 39380 6) Gable studs spaced at 2-0-0 oc. * .• 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. - 8) • This truss has been designed for a live load of 20.Opsr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 23, 27, 19 except .. ATE : P=1b)2=305,24=144,26=154,28=266,22=144. 20=154, 18=266,16=305. 10) "Semi -rigid pftchbreaks including heels" Member end" model was used in the analysis and design of this truss. ��/` ��.�� O R &/ONAE�C%% I FL Cert. 6634 May 7,2015 AWA6NINO- VeWydeslgnpanmeM1nand READNOTES ON TNISANDINCLBOEDMREKREFENANCEPAGE11f0.74r3r OVIWD15BUOU USE 1,16 � Dedgnva9d Pause ony with Wax connectors. MN dedgn a based only upon parameters shove, and is loran Indviclual building component. Appricablity of design parameters and pioperinm oralfon of component is respomiailiy of bupdng dedgner-rot truss designer. Brach, shown b talaleralwppatoflndvidualwebmembmDory. Additional temporary bracing to Insure sfabiGy cluingcomtucl'nn is the responzbOGly of the {p$■T���{E'(a'4���`p�7�+ P (�®1+T`,p{'1(ry)�/ferecla. Additional pemwneat bating of the o 11 shucture B thereMombiliy or the bulding designee Forgenerai guidance regadxl '33QD� 5i fabricallon. quoin, conlroL storage, delivery. erection and Gating. comu8 ANfI/1PI1 avaBy Cdteda, DSe-89 and BCSI Bvoi in0 Companenl ar Saleylnfamation ovolable tram Truss Plate Wlilote.MIN. Lee Steel. Suite 312 Alexandria. VA 22314. F1 Symbols PLATE LOCATION AND ORIENTATION �IN3/" Center plate on joint unless x, y offsets are indicated. 5EDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/16 r For 4 x 2 orientation, locate plates 0-'4J• from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing Of Metal Plate Connected Wood Trusses. Numbering System I 64-8 I dimensions shown t t ft-in-sixteenths wi III (Drangs not to scale) BOTTOM CHORDS 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: .ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 © 2012 MTek®AII Rights Reserved MTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 A General Safety N es Failure to Follow Could Cause Prope Damage or Personal Injury 1. Additional stabifty bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For �7 wide truss spacing, individual lateral braces themsety (F may require bracing, or alternative Tor I �"�'�A bracing should be considered. UMMMA 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chards must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 U. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI1 Quality Criteria. v P It, v 5 `�J TMITY I ERD MAY 18 2015 Public Works St. Lucie County, FL EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorizatlon #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Polyglass USA, Inc. Evaluation Report P12060.02.09-R16 150 Lyon Drive L5259-R21 Fernley, NV 98406 Date of Iss6a Revision 16:12/09/2014 scope: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Njeminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 11. Prepared by: — +og YruP„ Yw�'.3Ne.lfiA9'�c�i s %�9�.,-.e n2 bf�Tty-' ThelxshnYe sealaPPearl,gwasauthodaed Robert 1.M.Nleminen,P.E. ,Y. -"6S- nvg°nettNbmineap.E.°nTz/asnota Florida Registration Nor 59166, Florida DCAANE3983 C4�Q f-.•' +•;r,J; Thndoes mtrervo as an eiectrpnlcellYy�ed daument. Signed.sealedha,dm leshavebeemnmmlmdtoNe �cak,c" Predu ApprovalMminbt,atorandto Nammeddiem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. S. This is a building rode evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. AJ' I ERD Enti Examlmtion Reference Date ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TSr6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P21751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 60491 Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties P44360SC 05/15/2014 ERD(TST 60491 Physical Properties P46520.08.14 08/22/2.014 ERD(TST 6D491 Physical Properties PLYG-SC7550.14 11/25/2014 ICC-ES(EVL 2396) I3CComplfanre ESR-2697 11101/2024 Miami -Dade (CER 15921 HVHZ Compliance NOA 12-0713.02 02/14/2013 Polyglass USA ManuFacturing Affidavit Products Current 02/18/2009 Polyglass USA P/LAf davit Mule -Hide Crass Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC(QUA9625) Quality Control Service Confirmation, I114571,24A EXP.08/08/2015 UL, LLG(QUA9625) Quality Control Service Confirmation, MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments• 4.1.1 Elastobase Is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P Is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underiayments• 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mll thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-%e is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an _ aggregate surface; meets ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mll thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; PS TM D1970 and TAS 103 4.2.5 Polystick TU P is a nominal330-m thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max Is a nominal 60-mil thick rubberized asphalt waterprooflng membrane with a 190 g/m2 polyester fabric surface; meets TAS 103. 4.2.7 Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets. 4.2.8 Dual Pro" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.2.9 Tile Pro'• is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechankailly Fastened and/or Bonded Underlaymems• 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, S85 modified bitumen cap sheets. 4.3.2 Polyfiex 6 and Poh/flex G FR are polyester reinforced, APP modified bitumen cap sheets. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R16 hrV kart o/Authorlratiox p954a FL9259-1R1 Revision 16! 22/09/2014 FILETUPly EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA PRODUCT APPROVAL FL 14645.2-R1 ROOFING METAL ROOFING ared For: Metal Sales Manufacturing Corporation 545 outh 3' Street, Suite Louisville, KY 40202 Telephone: (502)$55-4300 Fax: (502)855-4290 Prepared By: Bala Sockalingaru, Ph,D., P.E. Florida Professional Engineer 062240 1216 N Lansing Ave., Suite C Tulsa, OK 7406 Telephone: (918) 492-5992 FAX: (9.18) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) No 62240 R; Report No. C1800-27 Date: 12.9.11 : 9 87AtE OF ; 41 A.0 FL 14645.2-RI C 1800-27 12.9.11 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp ao I Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2010, Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6" o.c. in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5 Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2. Design Uplift Pressure: 58.5 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 76.7 psf @ fastener spacing of 15" o.c. Panel Attachment: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' and TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Cade Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. ,.. •Yak Y PANEL OVERLAP 5V-CRIMP r SEE DETAIL 3 /;",,,—SEE DETAIL 1 —/ FASTENER AT PANEL FIAT REQUIRED FOR PANEL ENDS ONLY. I �' I kA OR x 25' LONG RING SHANK NAiI IIY/J/�\\\III OR /8 x 2' IDNG WODD SCREWS ool) SPACED ® 6' Q.C. IN THE FIELD & PLYW000 EDGES RAF TER 15/32o THICK (MIN.) AS PER MANUFACTUREWS INSTALLATION UNDERLAYUE14T SMALL BE INSTALLED TIRUSS AT WM0 2 OC JOIST/ GUIDELINES TYPICAL PANEL INSTALLATION X—SECTION /9-18 OR #10-14 WOODSCREWS WITH SELF SEAUNG WASHER AT MAXIMUM SPACING OF 24' D.C. UNDFJNAYMENT DETAIL 1 9-16 OR 110-14 WOODSCREWS TTH SELF SEALING WASHER AT MAXIMUM SPACING OF 24' O.C. DETAIL 2 5V-CRIMP MIN 26 GA. PLYWOOD 15/32' THICK (MIN.) 5V-CRIMP MIN 26 DIAL PLYWOOD 15/32' THICK (MIN.) PANEL OVERLAP PANEL FASTENER PER ALLI PRESSURE TABLE ON THIS 3' FROM PANEL ENDS. ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (P5F) (IN) 24 58.5 15 76.7 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA (t = 0.0171. EFFECTIVE COVERING WIDTH OF PANEL - 24'. 3. THE ROOF PANELS SNAIL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER TWW THE ALLOWABLE VAND LOADS SPECIFIED ON THIS DRAWING. S. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS VI jmm2mm 1142 Water Tower Road, Lake Park FL 33403 Office:1-877.484-9994 1 Fax.561-844-7102 South fast Florida DivisionDispatch: 561-844-9994 ( Central Florida Division Dispatch:,407-339-:531.1 J df 794032 a Concrete. Tested ❑Yes ❑'No LOT # Water Added at Cttstomer's Cylinders Taken ❑ Yes' ❑ No Reque$i' _!gals, o full load Comments: t / - alsto 3 load 1/ to 1!3 load - �gals. - Customer' Rep - water'Aaaea_ NOT RESPONSIBLE FOR WARNING IRRITATION TO THE SKIN AND EYES ADDITIONAL;WATEff ADDED TO. THIS VARIATION IN COLOR OR Cement polymer or freshly mixed concrete may cause skin Injury.: Avoid contact with skin and wash exposed skin areas promptly with water. If.any.cement powder or CONCRETE WILL REDUCE' ITS STRENGTH SURFACE DISCOLORATION mixture gets into eyes, rinse immediately and. repeatedly with 'water and get prompt AND DURABILITY. ANY WATER ADDED IS, BATCH TenE r .ram medical attention... Keep children away from cement powder and all freshly mixetl. ,. -` cement products. AT CUSTOMER'S OWN RISK. Load To Job On Job 1- ✓ c) -i PLANT TICKET.N - ORDER F TRUCK # LOAD SIZE Mix - SLUMP DATE .CUSTOMER# SOLDTO P.O.:# PROJECT# DELIVERY ADDRESS', - ZONE,# - USE DRIVER INSTRUCTIONS - TIME DUE' - - - - r_ • • ,tag �fi. ,(Ii I-"�,,jl;, t...r;Ll -. �,`� ^i _-. SIGNATURE WARNING OR: RECEIPT -CONCRETE AND ,ACK - WLEDGEMENTOF HAZIRRD aso. meyer oncre a orftpany'- +;n assumes Ia y. orpny property amage or any SUBTOTAL equipment tlamagafor'.arly delivwiesbeyond t17,G_ curb liga" ✓ TAX AUTHORIZEO.BYI SHIPMENT SUBJECT O G NOIT ONS O HEVERSE;SID . - TOTAL THIS DE RY t8 MADE SUBJECT TO THE FOLLc G CO ncF ONS: i . Custor,er agrees to croinda a suitable road vay for au: trucks from the street pavement to the place of delivery of matera . if such su;tat :e roads,, .ys srn nal provided, we reserve the right to stop deliveries until conditions are remedied and, in suct: cvem, € ustorrer will be held- respcnsth;ie for any lies causer trterehy. i'. S+Vnr sn Qei', ,tenv]Srl'IaCie OET%O,^id ahe CijrGI;,iE2.ttl,acusTom(,ror CltStOMci'reprE'Sentative'srequest, any damages including, bui not fi niti d to sldovra:ks, drlve,v ays, ba ldlrg<�.. from, shrubbery. septic tanks and septic systems; lnclud;ng the drain Tieid. are atthe owner's risk. - 3. i ne c,=stomer agir�,es to reia;nur so sa;d Company far loss oftirriearid equipment by teaser of such dsliuin-,y, and also to mdamni:y and save rarmr ess said Company from any and all claims demands ana suits for crop account of or in any n?Spi;er Ca.US2`i b'f Gf PtIGInCf fr�Jrn ;lii't"ate d"I'JL-i4Ja f dEilVeN. Gr-stpm ,r ai,3ctrsnted: es thw O materia, and >nrvicus shown have been recewpd, that truck times shown are correct., and tothe &n-106rit of v ater sddcd it the customer's request is shown correctly. G UTiCJIJ; The addition a titer reduces concrete 2iit durabi'Ify. 5. We arc not responsible for fin:shed rfisul:s obtained from th's lead of concrete; many important factors atieet,nq the Ltitirnate 4t ality of the compl-Ar d job are beyond cur; cope of respynsloifity and control. 6.A cnargc ^i $1.00 per rr mate vvT be charged after S rnin,ites per cubic yard urtnading tirne is exceeded. i The cuS'.'Urr c r agrees t-y plovil+e'a. su;tablu'vas" do Nr tcac,lity for our'tt'ucks and tools at 11ho clade of de wsry of miter ai... "1F., i:jtiorrer t er?1bV PgreeS Co pz:y al; 6osts and c!xperiseG of collection, inciuding a reasonable attf:rnev sfee,. it he vaii. to pay for the tr€.r-handi8f, reflected ID this invoice, when due: Past due accounts are subject .o a 1.1>2% service cha.rgc on the unoa d past doe b a!arce. The custonner hereby acknowrledges receiptof the complete copy of ilYis contract. St Lucie County Inspections 2300 Virginia Avenue Ft Pierce, FL 34982 (772) 462-2172 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOII, TREATMENT PERMIT # JOB ADDRESS_ Sn Z / S �a� BUILDER i Ae7Z J l 4 SefWJu�— PEST CONTROL CONTRACTOR PEST CONTROL LICENSE We, the undersigncd, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet of area treated: ?D Percentage of solution: ZS%S Date of treatment: ❑ Footing ❑ is, Treatment ❑ Re-trear Slab ❑ 1st Treatment Rlrtreat 0 Driveway % 0 1st Treatment % 0 Re -treat ` ❑ Btiols_�;_r ❑ lsifiseatment ❑ Re -treat Othe=/��s� ❑ 1stTfea ent :< 0 Perimeter NOTH. t - There mast be thejob site to,' ltrwed QRs/oJ dmp nal Inspection Chemicals used: i7 yAg 2- -i G Total gallons used: g Time of Treatment: c / ; D c-) FEC104.16 Cet4YicaleofPrnteetire7�eatmentforprevenger;oftermdes. A weather resi.ruw jobsite posting board shall be provided to receive duplicate Treatment Cerr kares at each required prorealve treatment it eomp&ed, providing a copy for the person rho permit is Issued to and another ropyforthe buitdingpermirfiles. The Treatment CernfIcateshall provide the product used, idenrity of the applicator, time and date of the treatment, site location. areatreafed, chemical Cued, percent cancenrrarion and.number ofgallow used, to establish a verifiable record of proreerive trearmenr. if the sofl chemical barrier method for termite prevention is used, final exterior treanttertr shall be compiered prior to fmal building approval. ! Si Lucie County requires for the final impectioa for CO, a permanent Sticker to be plsoed an the electr ieal panel box cover, Kiting an the 'hmunents and dates ofApptieatioos. l� ignature of exterminator completed form for each required treatment or re -treatment and this form must be on picked up by the inspector at time of each inspection or the scheduled iaspection WSW fail and a re -inspection fee charged JOSEPH E. SMITH, CLERK OF THE r--: UIT COURT - SAINT LUCIE COUNTY FILE # 4086306 OR BOOK 3762 1' .i 1355, Recorded 06/29/2015 a.4:36 PM 7 NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 2312-801-0003.000.4 SUBDIVISION Henning BLOCK TRACT LOS BLDG UNIT Henning S/D-AN UNRECORDED PLAT IN SEC 12-35-39-LOT2 (0.85 AC) (OR 841.2937) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Building a carport 3.OWNER INFORMATION: a. Name Earl Gaines b. Address 5821 Starcher Ave. Ft. Pierce, FL. 34947 c. interest in property Owner d. Name and address of fee simple titleholder (if other than owner) NIA 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Earl Gaines (Same Address) 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: NIA 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: N/A u 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by w Section 713.13 (1)(a) I. Florida Statutes: w � x NAME, ADDRESS AND PHONE NUMBER: r > 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section c = 713.13 (I)(b), Florida Statutes: t— F NAME, ADDRESS AND PHONE NUMBER: `i i 9. Expiration date of notice of commencement (the expiration date is 1 year fmm the date of recording unless a different date specified) J-- ,20+6 . Ead Gaines Signature of Owner or Print Name and Provide Signatory's TitlelOftice Owner's Authorized ODleer/Dlrector/Partner/Manager State of Florl II County The foregoing instrument was acknowledged before me this a, q day of -R — , 20—L:5. (Name of person) as (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known or p ce p j' �o°iy CHERYL FREEMAN Notary public -Stale of Florida �e , My Comm. Expires Jul 12, 2019 *( Commission i FF 104567 (Printed Name Notary Public) (Sign r otary 'c) ir+,v Under penalties of perjury, I declare that I have read the foregoing at the facts in it are We to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized 011icer4))rector/PartnerlManager who signed above: xr.avwarorm«gamy 1L• 03-1 V-g44p.m. 07-01-2015 1 /1 r i y 521 NW Enterprise Drive . Port St Lucie, Florida 34986 / A (772) 924-3575 . (772) 924.3580 (fax) 'yrEHNA*13 IN —PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) — ASTM 6938 Project: 5821 Starcher Avenue Project ID: 15-1435.00 Address: Fort Pierce, FL Report ID: D-0001 Client: Ead Gaines Date: 6/30/2015 Permit N : T & a �. � I _ Field Tech: Ken Thomas Test Mode: _ Direct Transmission Area Tested: oun ation Pad Soil Description: brown fine sand, trace shell and rock Proctor / LBR ID: P-1 Max Density (PCF): 114.0 Opt Moisture m: 10.5% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction Depth Density Density (% Location ) % Results (in) (PCF) (PCF) 1 East 12 0-1 121.1 110.8 9.3% 97.2% Pass 2 Center 12 0-1 122.8 111.4 10.2% 97.7% Pass 3 West 12 0-1 120.3 109.9 9.5% 96.4% Pass 4 s R 6 7 8 9 1 0 1 1 1 2 Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 22260 Density Standard (DS): 1964 Moisture Standard (MS): 671 Remarks: Testing Completed Below Slab Grade Legend for Elevation: _ Res jjnl u I PR = Proofroll 1, 2, 3 =1 st, 2nd, 3rd Lift •may SL = Springline FL = Final Lift F E #. SF •:F SG = Subgrade BG = Below Grade 60675 b rzlAs BC = Basecourse BOF = Bottom of Footing TOP = Top of Pipe FG = Finished Grade �Id W. Maley, p kssi%npAERgineer# OT-9 - OF Test report shall not be reproduced, except in full. without the written approval of GFA Intema5onal bf frlAa , Environmental . Geotechnical . Construction Materials Testing . Special and Threshold Inspections WP�a6'�W4 *Rnll'OpW C.�tA1l�anee Florida's Leww.t amgfa.comng Source ..--,,'01VAL Gip WARNING" THIS IS A PLACE TP INE D B CI G. FI LEN INEERI G S M BACK CHARGES WILL NOT BE ACcEPTEDU 5 OUR COMPONENTS AS DEFINED BY WTCA 1 -1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL BEARING POINTS MUST BE INSTALLED PRIOR TO DIAPHRAMS HAVE NOT BEEN ANALYZED BY DN THE BCSI-81 SUMMARY SHEETS TRUSS ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLING ANY TRUSSES! FAILURE TO DO SO MAY EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND THE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS ACCORDING RESULT IN DAMAGED TRUSSES AND WILL VOID ALL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. UR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE CATALOG ARANTIES. FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ' SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS =NGINEERING TRUSS DRAWINGS. ADVANCE. TRUSS PLACEMENT PLAN LkYOUT REVIEWED AND 'n�D/APPROVED AS NOTED FOR .COMFbANCE WITH Af CHITECTUR^ I_ r)RAWINGS jIJI/'J� EAST COAST TRUSS TONER: Valued Customer NAME:Ead Gaines RESS:T.B.D. ICOUNTY:FL Pierce / St Lude # 001DT Al EL GARAGE T = Tan :15S-31.0W (3) (c), F.ASI' COAST TRUSS is the T... Tied, En&i e' Tmsu , arc dcismd in accvrdavn with the f approving this placement plan(s), signatured here on this sheet the customer or his senfiWe acknowledges that this placement pN hies with the structural intent or the pwject. e customer also acimowledges that this appre, Idzes EAST COAST TRUSS to manufacture I trusses, and deliver them to the prRem ated on this draWing. e =tomer also acknowledges that he/she pits financial responsibility for any repair, leering, and labor required due to errors other Nose of EAST COAST TRUSS. UILDING TYPE- ENCLOSED EAN HEIGHT=15 LOOR: OUR FACTOR = 1 .0 SF= TCLL-TCDL-BCLL-BCOL 40.0,10.0,0.0,5.0 ROOF: OUR FACTOR = 1 .25 SF= TCLL-TCDL.BCLL-BCOL 0.0-10.0-0.0-7.0' LOADS PER FBC & FRC 'NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 par DEFINITIONS MWF= MAIN WIND FORCE CSC = COMPONENTS AND CLADDING TOE = TOP OF BEARING TO =TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS Y-PA S FLO R T USS UNLESS SHOWN ON ENGINEERED TRUSS ENGINEERED TRUSS C6 STRONG BACK BRi RECOMMENDED ON SPANNING 20'- UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 12 TO IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. 3/31/2015 -D MAY 12 2015 ►iIa-oo�4