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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: 11 i DATE FILED: Imo' A �� / • O / D L PLAN REVIEW FEE: RECEIPT NO.: � PERT IT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1 2 3 4 ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 p RV 772-462-1553 v / St. Lucie County —17 D (.• APPLICATION for BUILDING PERMIT C CERTIFICATE of CAPACITY/ZONING COMPLIANCE Ltfi /r- 'Tip PROJECT INFORMATION LOCATION/SITE ADD SS: PROJECT NAME: �% -ybo SITE PLAN NAME:' PROPERTY TAX ID #: 1-7dl-14473.-o00-3 / LEGAL DESCRIPTION (attach extra sheets if necessary): f��i1lDi2i /T /2�3 /0"W B� 0, �-Of g,4A)4 9 (� �0R Z, 7/���,96, -,;0T2: 9303 /964'ioo'/ , 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. I+XWq t/ 9. PARCEL SIZE (ACRES/SQ FT.): ,�IVW& LOTDIMENSIONS: /.VXI;7'�l 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:%���/�����Y�ItT rnotr i�� c6 1 IL rA ts"-, 11. SETBACKS (ACTUAL) FRONT: 3,, BACK: 9 RIGHT SIDE: LEFT SIDE: X' 5J 12. TYPE OF CONSTRUCTION (Check all ap ropriate boxes) [ ] NEW CONSTRUCTION [ EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14 16. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: $ q o� 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 UPDATED 6/25/09 IC( VOU61z 331 60 2 i OWNER INFORMATION ,I NAME: CI G/1� "VeAk) ADDRESS: ZMW CITY: �Q� ��I'Ce. STATE: 1--ll,.P_1 /.11J ZIP: J:��f -fi� PHONE (DAYTIME): () 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: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: to (A) �YCy QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): L FAX NO. Email: ARCHIT/ENGINEER: r44 lt/ ADDRESS,/ �" "�J�.l(I°�`77�,Dr CITY: Dd'/1 11.411, '6 PHONE (DAYTIME): = BONDING COMPANY: ADDRESS: CITY: STATE: �L11�PJ�J✓ ZIP: STATE: ZIP: • MORTGAGE LENDER: 7JI/VV/I4 Lq ADDRESS: K 04, hh CITY: J mix Fail.5 STATE: 1L ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. I / , 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 permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, 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: 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. L— OWNEVR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF (� The foregoing instrument was acknowledged before me by CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument wasXcicnowl edged before me this day of f , 20 , by who is persoi lly known V or has produced who is personally mown or has produced as identification. ` as identification. ig ature of Notary Signatu of Notary Commission No. e arvi "Y "I�,( MANA MULLINGS Com fission No. (Seal) Iv1Y COMMISSION EXPIRES P APRIL 28, 2015 Comm. No. EEggB 446 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EASIGNATURE 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. 11 C rip 452 422a Kv47 H7 0( • �'r�- 3.326' 0 rgneAve ... POrt Pierce, FL 94982 772-462-2172 Fax 77 2- 463-jq p = CERTIOICAT'E OF TERMITE Ti',EA�'N�EIVI` CONSTRUCTION SOIL TR6,korMENT 1 PERMIT #: Ir)R A©DR.E'SS: AAA.f'drkr7�,r�,�.� , BUILDERJCONTRACTOP, �Frf kaln PEST CONTROL. CONTRACT .R; A_rz w PEST CON7ROL•.110ENSE We, the undersigned, hereby certify that we have pretreated'the above desa[bad construdon 1t r subterranean termitas in accordance with the standards of the National Pest Cantrol Asspciatian. Square feet If ared treated; themicels used, K V0 P=66tage Of solution: r � Date. OfTreatMent: F a ,. Fbt�ting . 2r Treab-Aernt Re-Teeat Dhvewaly 10 Treatment -Re-Treat , �Other �w 7Treatment _.... Re -"meat Total gallons used; a Time of Treatments o - 14t Treatment Re• -Treat Pools •- . —Zr 1"i�wtment Perimetsr for 1ne1 it f�Won Note. ' 7710M must br r completed rwm jbr each 1WufhsamsYtn rnt lt1-iriilrt/t1Mtt end thta Harm nrt�st f3C an the job site be plated up by the hupertorat *jr ea:h 1)upft-bpi or bh Sdwdvfad ln*wc*n Krill del/ and a ro�lnsprcftn fee OMWed, FBC104:7-e CenW dte ePMfecVYv 72reo7wrMrPMMn[trart of NrmRW A weather wIsftntJobite posit bmfd shall be pmvkletl M m=Ary duplk-wlf: 7h0b W17t CerA'I OMW 49 mch Jk'1gWed protad" t whwnt f$ *W,, p OAM?# a COPY f Nrr P&Wn the pwmlt b3Inued iQ and anadW ropy Ab-elfe btdiidl!•itt pm wit flAw. 77m *w1 ment CrrMtm J'hrll provide the piadbwt u994 ldentfl'p of ffif WlAw* ifam and date of the beAtmrnt, sft k w1j, &M& b'tsto, ahrrt7/cai d9 4 percent crancanbaltr'arf and number 0#81109 tffed, to rj&b01Y a varrl3 hM mcLkd of pvvtectfV>i t'h�trnrnnl~ rt'thr son rhemf�P baffler n'rethod 16r termlM prr►aeno�cv► n utetf, del ex;ltrlar o'eatmrnt ahAl! be cernpktW p W to foal bulld!np approval, L.ucle County requlretr for the final InspWtion for CQ, a Permanent Sticker to be placed bIIk1 '4"W 12:11 //24C 4� d PLC INSF"�CTIO�'f PAGE 02/ 03 -K i for each reQuired t"mtme time of each inspection or 1 u • 1�A� i � lannino & DnvveloPrrr80t Services - : ' '; -= Id no Sk Codo Regultltion Dlvleion 23W Virpinle Ave rort Piorce, FL $4982 771462.2172 Pax 772-462-6443 CERTIF CATE OF TIRMITE TREATMENT CO STRUCTiON SOIL TREATMENT PERMrT #--� JOB ApDiRESS. — — BUILDER/CONTRACTOR: PEST CONTROL CONTRA OR; REST CONTROL LICENSE 0: Z]Ac . that we have pretreated the i1bove described construction We, the undersigned, 11iei+ in aCo�o+^daln� vvltl� the 5Eae1d� d o t A OMI Pit Cor+trOI MSOCiBtOn r subterrane Square feet if area treeited: —„ Percentage of solution: Date of Treatment:`- �,,,•,_,_,i=ootlnq 4 1" Treat►' wt _----,Ae-Trw i Driveway —le Treatment R -Truest rather _ _L* Treatment Chemicals used: ,Af"" (t V _.^._ • A� Total gallons used_� -- Time of Treatment: Peals 1" Treatment Re"TreK Perimeter r Ih In4moon 1~xte minator Note. There must bee Completed t site to be picked up by the inspector fee charged. IFBC104.2.6 Certiftate of P►Qtediv Treatment for prevendon of termtes• A weather rwlstalnt }ot aite pc►gCIng boare Shell be pMlded to reCelve dupll Treatment CeTWICOtes as ach required protec*m treatm nt Is its, The Ttt3ad' providing a copy for the person the grmit is issued to and another wpy for the. building Permit C;artinc8ibe $hall provlde tt►a product 1 wd, ent Identity n tine appf gallons u j and date a veri aafl bla,recoroo ban, area treated, cheMIC31 used, ptzrcent Wroentrattbn and nurnil�r of ��410rr9 u dr ��i � Qri�r treatment Shall protective treatment. If the soil die iris) barriror mettwd for tt rmlte promnuon is used, be complatad prior to final building oporwal. St L+ucle County rOquirR+s fc►r ** fined inspectlon for CO, a Perrttsllnant Siiidar to be placed on the •iacbiCal panel bQX cove, Ilsting all the treetmen#s and dates Of 2PP111COMvnlr. — mm p' i ) �Z-' 1%-II&ZCf r1Q& i,&A r re.jreetme+nt Wd this tram must be on vA job scheduled Inspection 01 fail and a re -Inspection JUL 0 7 2012 0 KSM 90�Ola(-2 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712, PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM. D 2922 DATE TESTED April 13, )012 KSM JOB # : 120379-1 d/ES/km PERMIT # SHOW CONTRACTOR Kathy Duncan JOB LOCATION 4605 San Diego Avenue Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. West 0" - 12" 44 107.5 111.4 96.5 2. Center 1140 108.6 1197.5 3. East If42 108.4 if97.3 Soil Description: Gray Sand In Place Moisture: 7.6 Percent Optimum Moisture: 12.2 Percent Max. Dry Density: 111.4 P.C.F. @ Test Locations The Density & Penetrometer Reacljp%j4pQ�ate the Debi i0ftbtion Meets E E Take Natural Grade. 112.01 1 1 1 1 1 W , E I I I I I I I I I I I I H111.0-I----4----I----..---- ----� -- - T I I I I I I I I I I I a , C I I I I I I I I I I I F , -109.0 -- — --—--— --- — -- ---—--—--— - - — -- - I I I I I I D I I I I I I R Y I I I I I I 108.0;---- ---------_�—._—P-----, 9 10 11 12 .cgs lv Moisture - % of Dry Wei -glitz, 1 % 2012 ,gt4d2@aol.com Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 2300 Virginia Ave - Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: !y bI c) 6 JOB ADDRESS: ��• i.s c �U� BUILDER/CONTRACTOR: D" vv cAIJ PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #:. -6-S �� g We; the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pes Control Association. Square feet if area treated: Chemicals used: Percentage of solution: Total gallons used: Date of Treatment: �Z/6 �/� Time of Treatment:- a �" Footing 1st Treatment Re -Treat Driveway 1't Treatment Re -Treat Other 1t Treatment Re -Treat Sla 1't Treatment Re -Treat Pools 1t Treatment Re -Treat PenMeAr for-�irjgl Inspection inator Note: * There must be a completed form for each required treatment or iplireatrnent and this fonn must be on the job site to be picked up by the inspector at time of each inspection or the s duled inspection will fail and a re inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed. providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shal/provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, -to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of .applications. 04/16/2012 04:00 772589 K.S.M.ENG. • PAGE 01/01 r S 7�,� KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 765-8488 FAX (561) 845-6876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL, COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED April 13, 2012 PERMIT # Si1i20i1(@ @ CONTRACTOR Kathy Duncan JOB LOCATION ; 4605.San Diego Avenue Fort Pierce, Florida KSM JOB # : 120379-1d/ES/km ITEM TESTED Compacted Foundation Fill TEST LOCATION * PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. West 0" - 12" 44 107.5 111.4 96.5 2. Center 1140 108.6 1197.5 3. East if42 108.4 if91.3 Soil Description: Gray Sand 112.0 -1 I I E I I W In Place Moisture: E I I I I I I 7.6 Percent I I 1 I I 1 �111.04-----.�...--I-- --+•--—•--F•—•-- Optimum Moisture: T I I I I I 12.2 Percent I I I i I I Max. Dry Density: p110.0L.._.L 111.4 P.C.F. C 1 @ Test Locations The F ( I I I I I I I I I I Density & Penetrometer 109.4 r• — r------r.._.,_.._�._.._ Readings Indicate the Der f Compaction Meets R I I I I I I �1(y-ired Y v 9 10 11 12 13 14 15 ,� 1a�n. Re dings T`tcen to Natural Grade. Subml _ = Moisture - % of I itht eol,cam APR 1 7 2012 cle County Building Department Ronald G. Keller. RE: 372931 SI Lie. No.: 800 / Julie E, Keller. P.E.: 68366 r KyS M ' KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 April 13, 2012 12010106 Kathy Duncan 4605 San Diego Avenue Fort Pierce, Florida KSM JOB # : 120379-1d/ES/km ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. West 0" - 12" 44 107.5 111.4 96.5 2. Center 40 108.6 it 97.5 3. East 42 108.4 V197.3 Soil Description: Gray Sand In Place Moisture: 7.6 Percent Optimum Moisture: 12.2 Percent Max. Dry Density: 111.4 P.C.F. @ Test Locations The Density & Penetrometer Readip ate the Dv f ,pn Meets I �to� fo?•Sta`ked Foundationt �= *.Oen.�Keg@l Taken'--Io Natural Grade. — -�R ectfully Subml _ S T ATE OF ,L_ 112.0 I I I W E I I I I I I I I H111.0-F----E----I-- - �- — T I I I 9 .110.0 -----1- --J-- — — - C I I I I I F I I I I I I I I I I I I D I 1 I I I I R Y I I I l l I 108.0T..—..- -7 9 10 11 12 13 14 15 E-rii '; sq'f. gid6�@aol.com E. Lucie County Building Department Moisture - % of Dry Weight Ronald G_ Keller. RE.: 379QR / SI 1 in Nn • Am / .Ieilia G Rollo. DC . aol2cc Planning& Development Services Review Comments for Owner Building &Code Regulation Division Permitting Department 2300VirginiaAvenue Page 1 Fort Pierce, FL 34982 03/08/2012 KATHY DUNCAN PO BOX 3991 FORT PIERCE, FL 34948-3991 Permit Number: 1201-0106 As of today's date your Contractor is being notified along with yourself that the referenced building permit has some issues listed in the comments below. We have asked that these issues be dealt with as quickly as possible so that we are able to continue to process this permit in a timely manner. This information is being shared with you so you are aware of the status of your permit. PROPERTY INFORMATION 4605 SAN DIEGO AVE FORT PIERCE 34946 APPLICATION INFORMATION Permit Number: 1201-0106 Activity Type: Addition Permit Type: Building (Miscellaneous) REVIEWS AND COMMENTS Review TO Status Documents Missing Complete CONTRACTORS INFORMATIOA Application Type: Master Permit w/subs Other Activity: Stories 1 Reviewed By Date Started Date Complete Date.Released Audrey Humphrey 03/06/2012 Planning &.Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Review Type Status Documents Missing Pending Review Comments for Owner Page 2 Reviewed By Date Started Date Complete Date Released Audrey Humphrey 03/06/2012 1 Comment veg permit submitted to ERD 03/06/2012 2 Comment needs a recorded noc 03/06/2012 3 Comment DISPLAY EPL PAGE OF ENERGY CAUCS NEEDS TO BE SIGNED BY OWNER Review Type Status Reviewed By Date Started Date Complete Date Released Front Counter Review Complete Audrey Humphrey 01/13/2012 01/1312012 Review Type Status Reviewed By Date Started Date Complete Date Released Plans Examiner Review Pending Dave Johnson 03/07/2012 03/07/2012 1 Comment PROVIDE AC LAYOUT PLAN IN DUPLICATE/ 03/07/2012 2 Comment ENERGY CALC'S SPEC R-30.INSULATION IN CEILING. WALL SECTION SPEC'S R-19 03/07/2012 3 Comment FLOOR PLAN SHOWS BLOCK.WALL WITH VERTICLE STEEL BETWEEN SITTING RM AND SCN V PORCH/STORAGE. FOUNDATION PLAN SHOWS NO FOOTER UNDER PART OF THIS WALL 03/07/2012 4 Comment TRUSS DRAWINGS MUST BE REVIEWED AND SIGNED BY FOR Review Type Status Reviewed By Date Started Date Complete Date Released To Be Reviewed by Zoning Complete 03/06/2012 Review Type Status Reviewed By Date Started Date Complete Date.Released To Be Review by Plan's Exan Complete 03/07/2012 Review Type Status Reviewed By Date Started Date Complete Date Released Zoning Review Incomplete Lydia Galbraith 03/06/2012 03/06/2012 .1 Comment THE FPUA UTILITY STATEMENT ONLY SHOWS WATER AND NO WASTEWATER. IS THIS PROPERTY ON SEPTIC? IF SO THE PLANS NEEDS TO BE APPROVED AND STAMPED BY THE HEALTH DEPARTMENT. IF THE PROPERTY IS ON CITY WATER, PLEASE PROVIDE AN UTILITY STATEMENT FOR THE WASTEWATER. 03/06/2012 2 Comment 3/6/12 MAILED COMMENTS TO OWNER JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3685882 OR BOC'-"`-172 PAGE 2872, Recorded 03/21/2012 1:34 AM AFTER RECORDING-Rf:TI:RN 1'0: PERMIT NUN IIF.R' 00 I • QI 0 (0 - NOTICE OF COMMENCEMENT 'floc 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 orcomniencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3�-7G/ -AV 71-66C1Y SUI3DIVISIONt✓!�2tSI3LOCK �� TRACT LO'[ iF / RLDG UNIT 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION: b. Address h`C! :7 U iC- l,U/f'!1L' ft1'UQV (- j / � , f !ClPLC f /-/ — 'c: interest in property d. Name and address of fec simple titleholder (if other than owner) Ll)/7L' !' 4. CONTRACTOR'S NAME, ADDRESS AND PHONE: NUMBER: / e-i- 5. SURETY'S NAIVE, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: U71 Nor>1QQ4L , PPA to �,H'-i ,S�/10UX htZiiS {.�S� J'/�/% 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be serve as p ovided by Section 713.13 (I)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: R. In addition to himself or herself, Owner designates the following to receive a copy of the Licnor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PI IONS NUMBER: 9. Expiration date or notice of commencement (the expiration date is I year from the date of recording unless a different date is Specified) , 2(1_ WARNING TO OW\'IiR: ANY PAYMENTS MADE BY THIS OWNER AF MR THE EXPIRATION Op TBE NOTICE OF COMMENCF.AIENT ARR CONSIDERED IMPROPEn PAYMENTS UNDI-R CHAPTER 713, PART I SECTION 711.13, 1:1,01UDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEIMESNTS TO YOUR PROPERTY, A NOTICES OF COMMENCEMENT MUST OF RECORDED AND POSTIiD ON Tlir J011 SITE, IIISFORtS THE: FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR I -ENDER Olt AN ATTOI EY BEFORE CONINIH.NCING WORK OR RECORDINO YOUR NOTIICE.. F OMMENCEMEN'r, `//J Signature o6lfwne,or Print Name and Provide Signatory's Title/Office Owner's Authorized Oflieer/Director/1'artner/Manager StaleFlorin County of The rorcgoi g instrunic t was acknowledged bcOxc tic this day of By 2 as �LU�%e� (N,2c or c . n) (Type of authority ... e.g. Owner, officer. trustee. attorney in fact) For r A ame o party behalr of whom instrument was exe • ) Personally Known_ or produced the following type of ID: OyNt vASAwa nnuLur)c 6AAI1A AJ O, #( ! MY COMMISSIONFY,FIRi:' 11 3n1yrl I w WAn -'I/� ?.n a APRIL 28, 1 5 (Printed Name ol'Notary Public) A ig :sure of Notary Public) py`" Comm. No, EBLI-C Under penalties of perjury, I declare that I have read the foregoing and that the IIIcts in it are true 10 the best of any knowledge and belief (section 92.525. Florida Statutes). Signaltme(s)//h�oo\f Owner(s) or Owner's)' Authorized Ofticer/Director/1'ariner/h1amtger who signed above: By: ' / AIJsi./LLf'er By t L y�l(JL�LZ.s— R.•v.aN?lV_`IM,]Ilt.•:�ilafn• STATE Of FLORIDA ST- LM-f COtA;b+TY THIS t� TO CCRT}FY i HAT TN1S IS e r ',-rArr-- -- 0.1 By Da. Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 4605 SAN DIEGO AVE City/State/Zip: FORT PIERCE Parcel # : 1431-701-0273-000/3 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1201-0106 Activity Type: Addition Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zil REVIEWS AND COMMENTS Review Type Status Documents Missing Complete Review Comments Owner(s): Kathy Duncan FL 34946 Jurisdiction: St. Lucie County Lot # : 8 Block: O Page 1 Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number - - Reviewed By Date Started Date Complete Date Released Audrey Humphrey 03/06/2012 Documents Missing Pending Audrey Humphrey 03/06/2012 1 Comment veg permit submitted to ERD 03/06/2012 2 Comment needs a recorded noc 03/06/2012 3 Comment DISPLAY EPL PAGE OF ENERGY CAUCS NEEDS TO BE SIGNED BY OWNER Front Counter Review Complete Audrey Humphrey 01/13/2012 01/13/2012 To Be Reviewed by Zoning Complete Zoning Review Incomplete Lydia Galbraith 03/06/2012 03/06/2012 03/06/2012 1 Comment THE FPUA UTILITY STATEMENT ONLY SHOWS WATER AND NO WASTE WATER. IS THIS PROPERTY ON SEPTIC? IF SO THE PLANS NEEDS TO BE APPROVEDAND STAMPED BY THE HEALTH DEPARTMENT. IF THE PROPERTY IS ON CITY WATER, PLEASE PROVIDE AN UTILITY STATEMENT FOR THE WASTEWATER. PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY t—��� will be using the following sub -contractors for the (Company/ln d_ uallName , project located at 46 o (Street.address-or Property Tax ED #) 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 v Low ib i2 %'l6AF Roofing U)N zu r Gas DFFICE USE ONLY: PERMIT "I I(,(�, O TiS� DATE: NUMBER: P_ LANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING &-CODE REGULATIONS DIVISION _------------------- _.-- SUB=CONTRACTORAGREEMENT St Lucie County Contractor Certification Number:.- -___ __�:State�ofFlorid :Certification;Number_(tfappl;cable) - _ _ _ ' have agreed to be the (Company a e/Individual-Name) sub -contractor for (Tyke of Trade) (Primary ^Contractor) for the project located at 1-7 4 �J � � �9"G -i;t -.------------------------- - ------ ------ P-ro'ect.Street-Address-or_Pro er 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 SIGNATURES ARE REQUIRED it; c SIGNATURE PRINT N DATE Business Name: �t �I Address: City/State/Zip: Phone: o°Z S/�/�5 email0��0� OFFICE USE ONLY: PERMIT # ISSLIE'DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT n� BUILDING & CODE REGULATIONS DIVISION .0 SUB-CONTRACTOR -- -_BU1LDWGPRA41-AGREEMENT.--- St -Lucie . q-,-.- - State-ofFlorid Certification.NumbdL. (If—a-pplica-ble): -have agreed to -be the (Company di In vidual Name) sub -contractor for {hype{of Trade) (Primary Contractor), rp.. for the project located at ------------.--(Project-Street-Address-or-Propert y _-Ta xED 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 SIGNATURES ARE REQUIRED ;SIGNATU, RF," I 'im"NT-N7 Business Name: - Address Axe --Phone: email: OFFICE USE ONL'I: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION .BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Fl701k, Certification Number (lfapplicable): an have agreed to be the (Company a e/Indivdual.,Name), sub -contractor for (T3tpe::of Tra (Primary Contractor) for the project located at �0�—�U � �%G �� F �,30 14 (Project Street, Address or Property Tax ID #) ,� ,�,k 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 SIGNATURES ARE REQUIRED SIGNAT _. tLTRINT N . M Business Name: - / Address:` r: City/State/Zip: X-C cf-i'-CQ Phone: 7-2 email: nFFir F. ITRV nNI X. v PERMIT # ISSUE DATE y-- Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be. done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicabl laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how t9 meet the minimum code. Initial 1j I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial_ I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related mcdical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this A<;L day of Z')L�/nh er of 20 /. k Signature STATE OF FLO �• COUNTY OF'�/� The fo g*inin ent _w�aws ac� nowledged before me this day of r 20 by /�✓ who is personally known me, or who has Drod iced I as identification. ry'ature of Notary �" Type or Print Naine of No r (Seal-) Title: Notary Public Commission Number AYPt/Bl�c NA ANA MULLINGS MY COMMISSION EXPIRES SLCPDSD Revised 07/22/2010APR IL F��� Comm.0L Noo.. EE88488446 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Flo ida State Department of Professional Regulation. Signed and acknowledged on this o?� day of 0_6e 7lj2✓ , 20 OW UILDER SIGNATURE STATE OF FLORI / �� COUNTY OF T M The oreTin instrument was acknowledged before me this day of , 20 by , who is personally known to me or has pr uc as ideptification. /- Mal 16(*VRYP'/B�ic NASANA nature of Notary Print name of Notary MY COMMISSION �� !� ,�'cw- ~� APRIL 28 �015PIRES Title: NotaryPublic Commission Number of F� Comm. N0. EE88446 SLCPDSD Revised 7/23/2010 St. Lucie County Owner Builder Affidavit -Electrical Contracting PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Prop r y O er Name (Please Print) Property er Signature Dat STATE OF FLORIDA, COUNTY OF . ZACKNOW EDGED B RE ME THISS % DAY OF -20 BY ✓ WHO IS PERSONALLY KN •/ TO ME OR WHO HAS PRODUCEQ I / ATURE OF NOTARY PUBLIC _ y COMMISSION NUMBER OR PRINT NOTAR AS IDENTIFICATION. NASANA MULLINGS MY COMMISSION EXPIRES APRIL 28, 2015 SLCPDSD Revised 08/24/2010 `�-OFFvl�� Comm. No. EE88446 Fort.Pierce Utilities Auth, A 1.5�7o penalty charge will apK_,,�) any unpaid portion of the Current Due if paid P.O. Box 3191 after the due date. See reverse side of this bill for more details. Copies of Customer d, Fort Pierce, FL 34948-3191 Service . Policies and Service Charges may be obtained in FPUNs lobby or at www.fpua.com www.fpua.com. For questions about your bill, please call (772) 466-1600. +- 3. X .:.. "".� ti'�jc a •.. r f3� FY I. �,�Px. - "3'A Numbei x{ k� s ..a.. it"P4 h y; 3 ..# t ;.:YL ... 'Y Cb FkjT;/ ,k R+v .- R'�n� s ?":t bue.tr; s _ y� �/ccoun ' ,r. >: .. ,Past Due.:'. ,. ,"• �. , G rre w ; :Total Dueh. s�..iu�s 10004857-219717 0.00 25.55 25.55 01/17/2012 W **AUTO**SCH 3—DIGIT 334 7.1932 W KATHY PARKER PO Box 3991 Fort Pierce FL 34948-3991 PLEASE FILL IN TOTAL AMOUNT PAID Dollars Cents ---------_--______------------------------------------------------------------------ BILL STATEMENT -CUSTOMER - RETAIN THIS PORTION FOR YOUR RECORDS Account Numberl 0 0 0 4 8 5 7 - 219717 Date of Last Payment Received 12 / 12 / 2 011 Customer NameKATHY PARKER Amount of Last Payment Received 25.55 ServiceAddress4605 SAN DIEGO AV Date Meter(s) Read 12/20/2011 Days in Billing Cycle29 Bill Date 12/27/2011 SUMMARY OF CURRENT CHARGES iterReadina ��,u., W9010776 R 1 73 71 2 3 WATER SURCHARGE RESI (OUTSIDE) ***** Total current charges ***** a N UN .<t 11.56 Call 811 or 1-800-432-4770 before digging. Calls about Garbage or Recycling: 772-460-2200 Save money on your utility bill, visit http://www.fpua.com 20.44 5.11 25.55 Rev. 11-08-10 �*lorida Power & Light Company w PO Box 025576 Miami, FL 33102 N=PL. / 2 7 Please request changes on the back. Notes on the front will not be detected B 2,3,7 4420 9 AUTO **BO 4817 1 160095 KATHY PARKER PO BOX 3991 FORT PIERCE FL 34948-3991 9300 4420792883228198 %100000 IIIII IIII-ILLnllrul��ll�l�illrll��llr.11111 llTP- The amount enclosed Includes the following donation: FPL Care To Share $ M Make check payable to FPL in U.S. funds and mall along with this coupon to: FPL GENERAL MAIL FACILITY MIAMI FL 33188-0001 79288-32281 I $162.78 I Jan 19 2012 I $ -�-- -------------------------------------- Your electric statement Account number: 79288-32281 For: Nov 29 2011 to Dec 29 2011 (30 days) ; h Customer name: KATHY PARKER Statement date: Dec 29 2011 Service address: 4605 SAN DIEGO AVE Next meter reading: Jan 30 2012 Amount Balance ........................................................................................................... ............................................................................................................... ............................................................................................................. :::::-,:::::: :_:::::::::::; ;;_ _a€al;;;;;±€!;:i ::::;::::::::::::::.;.;.......::.:::, € €[tkev;;?;;sii'•.i it?i of our y Additional before New .............................................................................................................. lt...::::,:-:-:...::::::::::::::::::::::::::::-.,,,:.;.;.;.;.;.:..................... i;;hare__ .. last bi I Pa ments activit new char es char es ,:::rout isli ii `oEti3inei ;:iiiii:'i"i;iiefj::,=;- _ii 211.77 118.77 CR 0.00 93.00 69.78 $162.78 an 119 2012 Meter reading - Meter 5C26362 Current reading 65544 Previous readng - 64892 kWh used 1' 652 Energy usage Last This Year Year kWh this month 2836 652 Service days. 30 30 kWh per day, 95 22 1°'The electric ervice amount includes the following charges: Customer charge: $5.90 Fuel: $24.78 (First 1000,(ft at $0.038000) (Over 1000 kWh at $0.048000) Non -fuel: $32.04 (First 1000 kWh at $0.049140) (Over 1000 kWh at $0.059140) Amount of your last bill 211.77 Payment received - Thank you 118.77 CR Balance before new charges $93.00 New charges (Rate: RS-1 RESIDENTIAL SERVICE) I I Electric service amount 62.72* Storm charge 0.71 Gross receipts tax 1.63 i Franchise charge 3.32 Late payment charge 1.40 Total new charges $69.78 Total amount you owe $162.78 - Did you forget? $93.00 of this bill is past due. If,payment has been made, we thank you and apologize for this reminder. - Payment received after January 19, 2012 is considered LATE; a late payment charge of 1.50% will apply and your account may be subject to an adjusted deposit billing. - FPL filed a request with the Public Service Commission to reduce customer bills starting In January 2012. Visit www.FPL.com/rates for the latest Information about your rates and charges. - The total amount you owe Includes an amount covered by a short-term payment arrangement. Please pay by the agreed upon date. Please have your account number ready when contacting FPL. Customer service: (772) 287-5400 Florida Power & Light Company Outside Florida: 1-800-226-3545 PO Box 025576 To report power outages: 1-800-40UTAGE 468-8243) Miami, FL 33102 Hearing/speech impaired: 711 (Relay Service) ��� Online at: www.FPL.com OFFICE USE ONLY: DATE FILED: S l . REVISIO FEE: PERMIT # I .2 ..-RECEIPT-#.. _ -- _ .�- _ _ _..__._ . . BUILDING & CODE REGULA 2300 VII' NIA A --F L 0 R I D A_ _—.-...----FORYP-IERCE,Eti349. (772) 4624553 -- APPLICATION FOR BUILDING. PROJECT INFO 1. LOCATION/SITE // �5 J-'>V� ADDRESS: 7`L� 2. DETAILED DESCRIPTION OF PROJECT 3. 4. 5:• 1. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERSNAME: ADDRESS: crY: STATE: ZIP: PHONE (DAYTIME): FAX.. OWNER/BUILDER INF/O/RMATI NAME: ADDRESS: O Y CfTy; / Cr STATE• 21p: .....PHONE:. -� % 9� FAX: ARCEMCT/ENGINEER INFORMATION: NAME: - ADDRESS: CITY: STATE: ZIP. PHONE (DAYTIIa): FAX: SLCM 9/23/09 Revised 04/26/2010 S�AgY �D Lu ��e County 1 4 M c� 1��j x-- MiTek ' RE: 70266 - Duncan Addition Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek Industries, Inc. .Site Information: 6904 Parke East Blvd. Customer Info: KATHY DUNCAN Project Name: DUNCAN RESIDENCE Model: Tampa, FL33610-4115 Lot/Block: Subdivision: Address: 4605 SAN DIEGO AVE City: FT PIERCE State: FL 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: FBC2007/TP12002 Design Program: MiTek 20/20 7.2 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 15 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# I Truss Name Date 1 IT4280856 JAI 2/7/012 12 I T4280857 I A2 1 2/7/012 J 13 I T4280858 I A3 1 2/7/012 1I T4280859 J A 1 2/7/012 1 15 I T4280860 I G RA 1 2/7/012 J 16 I T4280861 ; HVA 1 2/7/012 1 I T4280862 JJ2 1 2/7/012 1 18 I T4280863 J J4 1 2/7/012 19 I T4280864 J J6 1 2/7/012 110 I T4280865 I JA 1 2/7/012 11 {T4280866 J JB 1 2/7/012 112 I T4280867 J KJ6 1 2/7/012 113 I T4280868 J KJA 1 2/7/012 114 I T4280869 I VA 1 2/7/012 115 I T4280870 I VB _ I W1012 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas Mg license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. A. �. %11X.GENSFey2i, A e 0 r o e:13': STATE OF �� R O N FL Cert. 6634 February 7,2012 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Duncan Addition T4280856 70266 Al SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.260 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:47 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-Kkfj mpadH FHSI9HS Eva7Cv8ZY1 jgZd69RXIcDFznX r -2-0-0 , 8-5-12 10.4.0 , 12-2-4 , 20-8-0 2-0-0 B-5.12 1-10-4 1-10 4 8-5-12 • Scale = 1:38.5 4x4 = 2x3 4 2x3 4.00 F12 3 5 7 7x8 = 2 N o 6 N IM 01 3x6 % 2.50 12 a 3x6 -ZZ L 10.4.0 20-8.0 10-4-0 10.4.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TOLL- 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.38 6-7 >629 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(fL) -0.89 6-7 >269 240 BCLL 0.0 • Rep Stress Incr YES WB 0.60 Horz(TL) .0.42 6 n/a n/a BCDL 10.0 Code FBC2007ffP12002 (Matrix) Weight: 75 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=873/0-8-0 (min. 0-1-8), 6=733/0-8-0 (min. 0-1-8) Max Harz 2=114(LC 5) Max Uplift2=-521(LC 3), 6= 336(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3273/1331, 3-4= 2745/974, 4-5= 2750/976, 5-6=-3300/1388 BOT CHORD 2-7=-1242/3103, 6-7=-1258/3148 WEBS 4-7=-737/1861, 5-7=-567/543, 3-7=-522/469 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. It; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a I0.0,psf bottom chord live load nonconcurrent with any other live loads. 11111 1 1 ��'I�,,j 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,del/ A. between the bottom chord and any other members. �i,,N$Ps........ ,qC e pis 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ,�� Q • ICi E N of bearing surface. e �.r: • �\ SE •. "9� �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 336 lb uplift at joirr 6. 39380 '- LOAD CASE(S) Standard STATE o , 0 N A' E��e�• FL Cert. 6634 February 7,201 A WARMNG -Verify design parameters and RFA NOTES ON MIS AND INCLUDED IMLIKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. �a Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is fo0lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the !�, AA Mi erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lT ek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33810 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Duncan Addition T4280857 70266 A2 SPECIAL 11 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:48 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-owD5_9b F2ZPJwJsenc5MZ7h8HR3vl4MIfA29lhznX -2-0.0 8.5-12 10.4-0 12-2-4 20-8.0 2.0 0 8.5-12 1-10 4 1-10 4 B-5-12 Scale = 1:37.8 4x4 = 4 2x3 2 X3 4.00 F12 3 5 7 7x8 = 2 6 N N Io 3x6 = 2.50 12 3x6 10-4-0 20-8-0 10-4-0 10-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL- 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.38 6-7 >629 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(fL) -0.89 6-7 >269 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.42 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 75 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-2-10 cc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=873/0-8-0 (min. 0-1-8), 6=733/0-8-0 (min. 0-1-8) Max Horz2=114(LC 5) Max Uplift2=-521(LC 3), 6=-336(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3273/1331, 3-4=-2745/974, 4-5=-2750/976, 5-6= 3300/1388 BOT CHORD 2-7=-1242/3103, 6-7=1258/3148 WEBS 4-7= 737/1861, 5-7=-567/543, 3-7=-522/469 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'I.. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit S A. between the bottom chord and any other members. �__ nn P q ... �e9 Rio 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity `�0, • E•... •S of beading surface. g ��`2`; F`••,•7i � �'`� 6) mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 336 lb uplift at joint• •• 6Provide i�'O 3 a - - *• t LOAD CASE(S) Standard ATE [V XN �u�iirtro FL Cert. 6634 February 7,201 0 WAR1lfING - Verify design parameters and READ NOTES ONTBIS AND INCLUDED Mi=REPERENCE PAGEBTU-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T4280858 70266 A3 COMMON 5 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:50 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-kJ Ls PrcVaAg 19c01 v18geYmYC EmHm4?b7UXGgaznX 2-0-0 6-10.10 10-4-0 ~ _ 13-9.6 20.8.0 T 2-0-0 6-10-10 3-5-6 3-5-6 6-10-10 Scale = 1:37.3 4x4 = 4 4.00 12 Zx3 2x3 i 3 5 2 6 8 7 3x5 % 3x6 = 3x8 = 3x5 10-4.0 20-8-0 10-4.0 10-4.0 Plate Offsets MY): : 2:0-3-14 0-1-8 6:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.16 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(fL) -0.46 6-7 >523 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 83 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=733/0-8-0 (min. 0-1-8), 2=873/0-8-0 (min. 0-1-8) Max Horz2=119(LC 5) Max Uplift6=-336(LC 4), 2=-521(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1550/659, 3-4=-1211/523, 4-5=-1214/520, 5-6=-1562(721 BOT CHORD 2-8=-593/1410, 7-8=-593/1410, 6-7=614/1438 WEBS 4-7= 243/634, 5-7=-404/339, 3-7=-371/290 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 to 1111 �� ��I� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit !® _ n PS, ;�' '' e between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding •, s� `� Q G E Ns •• 9/f� �� 336 lb uplift at joint 6 and 521 lb uplift at joint♦ ; • �\ �` 2 ` -�h 80 N- , LOAr3 CASE(S) Standard y r am• V a: Z ATE ♦ �/llilll�� FL Cert. 6634 February 7,201 © WARPHNG - Verify design parameters and READ NOTES ON THIS AAID INCLUDED IVIITEKREPERENCE PAGE JWI-7473 BEFORE USE. Design valid for use only with MiTek connectors, This design Is based only upon parameters shown, and Is for an Individual building component. �) Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Duncan Addition T4280859 70266 A HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:45 2012 Pag I D: wwxfwJJ cHTe6QX9a LbzevsyytVy-NLYzMBZM1e 113r736UYfxU3g2D6m5 rhszDpV8 MznX 2-0 0 8-0-0 12-8-0 20-8-0 z ao 8-0-0 4-8-0 8-0-0 • Scale = 1:37.9 5x10 5x6 = 3 4.00 12 4 2 N 5 n I� 8 7 a 6 3x4 % 3x6 — 3x4 = 3x5 2x3 I I 9-0.0 12-8-0 20-8.0 8-0-0 4-8-0 8-0-0 Plate Offsets MY): 2:0-3-14 0-1-8 3:0-5-0 0-2-0 5:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.13 5-6 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(fL) -0.30 5-6 >790 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 80 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 5=733/0-8-0 (min. 0-1-8), 2=873/0-8-0 (min. 0-1-8) Max Horz2=104(LC 5) Max Uplift5=-351(LC 4), 2=-536(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1510/650, 3-4=-1401f731, 4-5=-1541l713 BOT CHORD 2-8=-563/1360, 7-8=-561/1367, 6-7=-561/1367, 5-6— 594/1393 WEBS 4-6= 10/252 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 11111/ 3) Provide adequate drainage to prevent water ponding. �►►►'S A. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <� P A� ®j 5) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit `�Q • .`G E N S •, e,9 Imo, between the bottom chord and any other members. �` ••, N, %f� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 5 and 536 lb uplift at join$ -�— —'• '� `�. r`do 2. 39380 --.. LOAD CASE(S) Standard O' ATE ®`% /111111►► FL Cert, 6634 February 7,201 0 WARNIMG - Verify design parameters and READ NOTES ON THIS AND INCLUDED rMEKREPEREMCE PAGE blll-7473 BEFORB USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respons blllity of the the M ��a'g erector. Additional permanent bracing of the overall structure Is responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delNery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber Is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T428086C 70266 G RA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:52 2012 Pag ID:wwxf wJJcHTe6QX9aLbzevsyytVy-ghTcgXel6nwl PwAPOSAlizsru2SBEzauaoONuSznX -2-0.0 6-0-0 10 4-0 14-8-0 20-8-0 ' o•o '- s o•0 4-4.0 4-4-0 6-0-0 • Scale= 1:38.1 5xl0 % 2x3 11 Sx10 4.00 12 3 11 4 12 5 2 6 y �, Io 10 13 9 8 14 7 3x8 = 2x3 11 3x8 = 2x3 11 3x8 = Us = 6-0-0 10 4-0 14-8-0 20-8-0 ' 6-0-0 4.:4 0 44-0 6-0-0 Plate Offsets X 3:0-5-0 0-2-0 5:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.23 8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(fL) -0.41 8-10 >585 240 BCLL 0.0 " Rep Stress Incr NO WB 0.26 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 86lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1360/0-8-0 (min. 0-1-10), 2=1504/0-8-0 (min. 0-1-12) Max Horz2=91(LC 5) Max Uplift6= 683(LC 4), 2— 862(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3497/1698, 3-11=-3918/1973, 4-11=-3918/1973, 4-12=-3918/1973, 5-12=-3918/1973, 5-6=-3533/1766 BOT CHORD 2-10=-1525/3243, 10-13=-1531/3276, 9-13= 1531/3276, 8-9= 1531/3276, 8-14— 1600/3300, 7-14=-1600/3300, 6-7=-1604/3282 WEBS 3-10— 87/525, 3-8=-371/786, 4-8=-442/350, 5-8=-349/819, 5-7=0/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 • �� ��i� • 3) Provide adequate drainage to prevent water ponding. ,��� • Q\�,. • G E N .• 92 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.� `St<` " 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fir j `l between the bottom chord and any other members. . O 39380 —. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 683 lb uplift at joint 6 and 862 lb uplift at joint 2.. 7) Hanger(s) or other device(s) be to load(s) 119 lb down 136 lb 6-0-Q connection shall provided sufficient support concentrated and up at 71 lb down and 77 lb up at 8-0-12, 71 lb down and 77 lb up at 10-0-12, 71 lb down and 77 lb up at 10-7-4, and 71 lb down and 77 lb t* aW:;�,'�T 12-r-4, and 293 lb down and 297 lb up at 14-8-0 on top chord, and 347 lb down and 124 lb up at 6-0-0, 70 lb down at 8-0-12, 70 lb doiSn E at 10-0-12, 70 lb down at 10-7-4, and 70 Ib down at 12-7-4, and 207 lb down at 14-7-4 on bottom chord. The design/selection of such,.. � •. A" s? •: ��; connection device(s) is the responsibility of others. # • . /1 R Q �% S • • • • • 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j��� LOAD CASE(S) Standard 111 i) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5= 54, 5-6=-54, 2-6=-20 FL Cert. 6634 February 7,201 Continued on paqe 2 0 WARMNG - Verify design parameters and READ NOTES ONTHIS AND INCLUDED IU7EKREPERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not muss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Duncan Addition T4280861 70266 HVA GABLE 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:53 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-BUD_1 tf Ot52cO4lcaAhXGA04FSvhzU F1 pSlwQvznXT 3-11-0 7-3-0 11-2-0 3-11-0 3.4-0 3-11-0 Scale = 1:1 S.1 • 4x4 4x4 4.00 12 2 3 4 1 6 5 3x4 % 2x3 11 2x3 11 3x4 3-11-0 7-3-0 11-2-0 , 3-11-0 3-4.0 3-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 33 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-2-0. (lb) - Max Harz 1=-19(LC 6) Max Uplift All uplift 100 lb or less at joint(s)1, 4 except 6= 132(LC 3), 5=-130(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=262(LC 7), 5=262(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf 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. ,�� �P• •, A •q�e �j�, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 6=132`� Q G E v S' •, 9 �, LOAD CASE(S) Standard e �0 3$ 0_.+ 1 • ATE p R , FL Cert. 6634 February 7,201 0 WARNING - Verify design jp e . and READ NOTES ORTTIIS AND INCLUDED MnFX REPERBNCE PAGE bill-7473 BBFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. �a Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respondbillity of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 V 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T4280862 70266 J2 MONO TRUSS 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:54 2012 Page ID:wwxfwJJcHTe6QX9aLbzevsyytVy-d4aNEDfOePATeEKo8tCmoOx9trGKixAA26VTzL znX -2-0-0 2-0.0 2-0-0 2-0.0 Scale = 1:8.6 Refer to MiTek "TOE -NAIL" Detail for connection to 3 supporting carrier truss (typ all applicable jacks on this job) • 4.00 12 2 4 1 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 9 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=243/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=-8/Mechanical Max Horz2=88(LC 3) Max Uplift2=-272(LC 3), 3=-10(LC 6) Max Grav2=243(LC 1), 4=38(LC 2), 3=42(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat, ll; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf 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. 4) Refer to girder(s) for truss to truss connections. ►1►111 I /8S 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=272. A e92� LOAD CASE(S) Standard ,�`O``D,•\G E NSF 80 % 0 " T E 4/1 OR N NA��a``. �ri11111/► FL Cert. 6634 February.7,201 WARNING - Verify design parmneters and READ NOTES ON THIS AND INCLUDED MITEKREPERENCE PAGE DRI 7473 BEFORE USE. "■■■'�A Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. � Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Additional bracing the Is the MiTek" erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSO or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type City Ply Duncan Addition T4280863 70266 J4 MONO TRUSS 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:55 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-5G81SYgeOiIKGOu—ibj?LbTlbFZ5ROQKHmEIVnzr1X L -2-0-0 4-0.0 2-0-0 4-0-0 Scale: V=1' 3 4.00 12 2 4 1 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL- 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(fL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 15lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=57/Mechanical, 2=301/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz2=122(LC 3) Max Uplift3=-48(LC 4), 2= 286(LC 3) Max Grav3=57(LC 1), 2=301(LC 1), 4=73(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 611=11b) 2=286. ``o%_!A PS LOAD CASE(S) • •N Standard ,��, �\�;`. Ci t • 0 3938 Mir ` J ATE FL Cert. 6634 February 7,201 Q WAPEWNG - Verify design parameters and REAL) N07ES ONTRIS ARID INCLUDED WIEKREPERBNCE PAGE MII-7473 BEFORE USE. � Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during constriction is the responsiblllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314. 6904 Parke East Blvd. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type Qty Ply Duncan Addition T4280864 70266 J6 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:56 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-ZTi7fuhG90QBtXTAFIEEupOTLfgUArfTVQ a1DznX -2-0-0 6-0-0 2-0-0 6-0-0 • Scale = 1:15.3 3 4.00 12 2 1 4 3x4 = 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(rL) -0.15 2-4 >450 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 22 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=126/Mechanical, 2=360/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz2=157(LC 3) Max Uplift3=-103(LC 3), 2=-297(LC 3) Max Grav3=126(LC 1), 2=360(LC 1), 4=113(LC 2) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat, II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103, LOAD CASE(S) Standard E�N S�C`••,9iJJ�� `��`Z`,•'�,\G '0 80 • - -I R..r,�� ,r • - D •/{Sr b • J - a ATE :��� .•- N A ���'�• j0 FL Cert. 6634 February 7,201 0 WARMNG - Verify design parmnefem and READ NOTES ONTHIS AND INCLUDED 119MICREFERENCE PAGED4f1-7473 BEFORE USE. Desig valid for use only with Miiek connectors, This design is based only upon parameters shown, and Is for an individual building component. Appl cabillty of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Additional bracing the the MiTek' erector. permanent of overall structure Is responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T4280865 70266 JA MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 0713:14:57 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-1 f GVtEiuwKY2Vh2Np?mTQOZn3311 vlvdk4j7agz 2-0-0 ' 2-0.0 Scale = 1:7.9 a.00 F12 2 1 0 3 3x4 = 2-0-0 2-0- LOADING (psf) SPACING 2-0-0 CSI DEFL in (Joe) I/deft Ud PLATES GRIP TCLL- 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 1-3 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 6lb Fr 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=71/0-8-0 (min. 0-1-8), 3=19/Mechanioal, 2=52/Mechanical Max Horzl=36(LC 3) Max Uplfftl=-30(LC 3), 2=-48(LC 3) Max Grav 1=71 (LC 1), 3=39(LC 2), 2=52(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. ee1111111 j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. A. , e0`,eneP,cJ ` • LOAD CASE(S) Standard Q\V, • �G E.N,3 �r 0 39380 •frr z J • .. -ATE . ORk IN A //►Ille►e FL Cert. 6634 February 7,201 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED bffTEKREFERENCE PAGE ]HI 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral suppport of individual web members only. Additional temporary bracing to Insure stability during construction isthe responslbilllty of the MiTek' elector. Additonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihde, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Duncan Addition T4280866 70266 JB MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:57 2012 PagE 1 ID:wwxfwJJcHTe6QX9aLbzevsWVy-1 f GVtEiuwKY2Vh2Np?mTQOZkt3FZvlvdk4j7agznX 4-0-0 4-0-0 Scale = 1:11.2 2 4.00 12 t2 1 `? 3 3x4 = 4-0.0 4.0.0 LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 1-3 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(fL) -0.03 1-3 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 12 lb FT = O% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=134/0-8-0 (min. 0-1-8), 2=98/Mechanical, 3=36/Mechanical Max Harz 1=70(LC 3) Max Upliftl— 55(LC 3), 2=-92(LC 3) Max Grav 1=134(LC 1), 2=98(LC 1), 3=73(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 3) • This truss has been designed for a live load of 20.Opsf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. • <e eee, LOAD CASE(S) Standard `��, OIV,• C•E N ®' S ATE . �U '�v: 0 ee'ssslO N A1- �;.C1>��• l/111110� FL Cert. 6634 February 7,201 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 1V MKREFERENCE PAGE blfl-7473 BEFORE USE. Design valid for use only with Welt connectors, This design is based only upon parameters shown, and is for an individual building component. � Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the i�niTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101 /2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T4280867 70266 KJ6 MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 is Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:58 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-Vrgt4ajWhdgv7rdZNjHizESrVTaBekamzkTh66znX -2-9-15 6.5-10 8-5-1 2-9-15 6-5-10 1-11.7 • Scale = 1:21.0 4 3x4 2.83 12 3 8 2 1 7 6 3x4 = 2x3 II 5 3x4 = 6-5-10 8-5-1 6.5-10 1-11-7 ' Plate Offsets MY): 6:0-1-5 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(rL) -0.09 2-7 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.10 Horzi 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 35 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=62/Mechanical, 2--412/0-11-5 (min. 0-1-8), 5=330/Mechanical Max Horz2=162(LC 3) Max Uplift4= 82(LC 3), 2= 358(LC 3), 5=-123(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/88 BOT CHORD 2-7=-148/397, 6-7=-148/397 WEBS 3-7=0/315, 3-6=-544/203 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��111111 / 1"it 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ``%r,V between the bottom chord and any other members. ♦%%%'oPS, A .q4e *j�, 4) Refer to girders) for truss to truss connections. ♦ 6 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=358,� ' E N ��`: i*• v O 3938 0 �I 6) In he LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIf) k -> AA w' ' - Vert: 1-8=-54 O , E Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-114(F=-30, B=-30), 2= 2(F=9, B=9)-to-5=-42(F=11, B=-11) �'.�.t� P �: ♦� O S �,•• �i�o�s • R ��,♦♦ 'f S�0 N A1- ��.�`• 81111111111���� FL Cert. 6634 February 7,201 0 Plii -Verify design parameters and READ NOTES ON 771IS Alm INCLUDED MITEK REFERENCE PAGE JMI.7473 BEFORE USE. Deslgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown b.for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informafion available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T4280868 70266 KJA MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:14:59 2012 Page ID:wwxfwJJcHTe6QX9aLbzevsyytVy-zl O G IgBSxom k?ClxQoxV Re5gsw?NBpwBOC EBYZnX 6.0-0 7-11-7 6-0-0 1-11-7 • Scale = 1:14.9 3 2.83 ri2 3x4 2 1 62x3 II 5 4 3x4 = 3x4 = 6-0.0 7-11-7 6-0.0 1-1117 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.03 1-6 >999 360 MT20 244/190 TCDL 7.0 Lumber. Increase 1.25 BC 0.22 Vert(TL) -0.07 1-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 29 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=189/0-4-15 (min. 0-1-8), 3=23/Mechanical, 4=354/Mechanical Max Harz 1=101(LC 3) Max Uplift1=-74(LC 3), 3=-34(LC 6), 4=-193(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/159 BOT CHORD 1-6=-234/418, 5-6=-234/418 WEBS 2-6=0/283, 2-5— 574/321 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit it,11 i t 11111� between the bottom chord and any other members. `�� 4) Refer to girder(s) for truss to truss connections. ��� �Q�........ e9 le# 5) 4Pr193e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) ,,�% Q •,..ES' •, •• '` 6 In the LOAD CASES section, loads lied to the face of the truss are noted as front or back B .•• O �p (� O o LOAD CASE(S) Standard 39380 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Trapezoidal Loads (plf) Vert: 1= O(F=27, B=27)-to-3=-107(F=-27, B=-27), 1= 0(F=10, B=10)-to-4=-40(F=-10, B=-10) f �" ' • �� ATE - — ON FL Cert. 6634 February 7,201 ® wARMNG . Verify design peters and READ N07ES ON THIS AND INCLUDED MPr REFERENCE PAGE MrI.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.®�a Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown isfor lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respor-mWility of the Additional bracing MiTek' erector. permanent of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Skeet Suite 312 Alexandria. VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Duncan Addition T4280869 70266 VA VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:15:01 2012 Pag ID:wwxfwJJcHTe6QX9aLbzevsyytVy-vQV01cIP_Y2T_J M82rq PbsjRsgexr52Cf ihLj RznX 7.8-0 15-4-0 7-8-0 7-8.0 • Scale = 1:24.5 4x4 = • 3 4.00 F12 2x3 11 2x3 11 2 4 1 5 3x4 % 8 7 6 3x4 2x3 11 2x3 I I 2x3 11 15-4-0 15-4-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 49 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-4-0. (lb) - Max Horz 1=43(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5,7 except 8=-168(LC 5), 6=-168(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=297(LC 1), 8=289(LC 7), 6=289(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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.Opsf 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. %%% A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5, 7 except (jt=lb) ��� P.CJ 'N �i 8=168, 6=168. ,�� Q�. • G LOAD CASE(S) Standard ao 39380 --- st _ , ATE • lv10 Al % s�ONAi-O% /IIII1111 FL Cert. 6634 February 7,201 0 WARNTNG - Verify design pammneiers and READ NOTES ON THIS AND INCLUDED D7I7ZKREAERENCE PAGE AW-7473 BEFORE USE. ■■ peslgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown I: for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the Additional bracing the is the building MiTek' erector. permanent of overall stricture responsibility of the designer. For general guidance regarding fabrication, control, storage, delivery, erection bracing, quality and consult ANSI/1PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tres Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIS. Tampa, FL 33610 Job Truss Truss Type City Ply Duncan Addition T4280870 70266 VB VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 07 13:15:02 2012 Page ID:wwxfwJJcHTe6QX9aLbzevsyytVy-Oc3Owym 1 IsAKbSxKcZLe74Ga W4xgaX2MuMRuFtznX 9-8-0 19-4-0 9-8-0 9-8-0 • Scale = 1:30.8 4x4 = • 3 4.00 Ft2 2x3 12x3 11 2 4 1 5 ri 3x4 % 8 7 6 3x4 2x3 I I 5x6 = 2x3 11 19-4-0 19-4-0 Plate Offsets X Y : 7:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 64 lb FT = O% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-4-0. (lb) - Max Horz 1=56(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8= 229(LC 5), 6=-229(LC 6) Max Grav All reactions 250 lb or less at joint(s)1, 5, 7 except 8=391(LC 7), 6=391(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8= 275/239, 4-6=-275/238 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=11ft; Cat, 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle ►►►►►1111111 **I� 3-6-0 tall by 2-0-0 wide will fit A. .14 ��,, `��� �P•S. between the bottom chord and any other members. 6) Provide truss to bearing 100 lb �� 0 i✓ E 1V o 1, 5, 7 `S�`'• 9/J� mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except (jt=lb)�� 8=22916=229. 0 39 83 •r✓ LOpD CASE(S) Standard _ 'k � •4� �• ATE • s,O N A1- Eee�• 11111 n►► FL Cert. 6634 February 7,201 Q WARMNG - Verify design parmneters and READ NOTES ON THIS AAID INCLUDED &BTEKREFERENCE PAGE MI-7473 BEFORB USE. � Desl n valid for use only with MTek connectors, This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown 10 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Additional bracing the Is the M!Tek' erector. permanent of overall structure responsibility of the bulding designer. For general guidance regarding fabricatlon, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. O �/' C1-2 C2-3 2. Truss bracing must be designed by an engineer. For dr o WEBS Q wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I T c0 U rye j 3 p bracing should be considered. O U 3. Never exceed the design loading shown and never inadequately braced trusses. 0- y�°p stack materials on �O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c� e csa cs� BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-11ia from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for • ICC-ES Reports: use with fire retardant preservative treated, or green lumber. The first dimension is the plate 4 X 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated b symbol shown and/or y y SYP represents current/old values as published by AWC in the 2005/2012 NDS specified. by text in the bracing section of the SPp represents SPIB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 spacing indicated on design. If indicated. SP represents ALSC approved/new values with effective date June 1, 14. Bottom chords require lateral bracingat 10 ff. spacing, BEARING (2x4 No 2 and lower g s grades andd smaller sizes), or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but and all MSR/MEL grades © 2012 MiTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. —® 18. Use of green or heated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone : Design Standard for Bracing. � is not sufficient, BCSI: BCSI: Building Component Safety Information, MiTek 20, Design assumes manufacture In accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Critera. , -Ixistalling'& Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /18/2012 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: DUNCAN ADDITION Builder Name: ` Street: 4605 SAN DIEGO AVE. Permit Office: £ity, State, Zip: FT. PEIRCE , FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing Existing (Projecte 9. Wall Types (1800.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1098.00 ftZ b. Frame - Wood, Exterior R=19.0 702.00 ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2251.0 sqft.) Insulation Area 6. Conditioned floor area (ft2) 2251 a. Under Attic (Vented) R=30.0 2251.00 ft2 b. NIA R= ft2 7. Windows(198.0 sqft.) Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 198.00 ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Exterior Sup. R= 6, 45 1`12 SHGC: 12. Cooling systems c. U-Factor: NIA ft2 a. Central Unit Cap: 48.0 kBtu/hr . SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 25.1 kBtu/hr e. U-Factor: N/A HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types (2251.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 2251.00 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 35.71 Glass/Floor Area: 0.088 PASS Total Baseline Loads: 44.60 1 hereby certify that the plans and specifications covered by Review of the plans and JT14E Sp,�, this calculation are in compliance with the Florida Energy specifications covered by this Code. ' calculation indicates compliance ,`,�0,�. � �>,, ''� 'o -++ with the Florida Energy Code. �5a PREPARE Y: _ Before construction is completed DATE: this building will be inspected for Wis! a compliance with Section 553.908 o I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod . COp Wg'1�� OWNER/AGENT: BUILDING OFFICIAL: DATA: DATE: W . r I 3/5601210:47 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: DUNCAN ADDITION Bedrooms: 3 Adress.Type: Street Address Building Type: FLAsBuilt Conditioned Area: 2251 Lot # • . Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: ' Builder Name: Rotate Angle: 45 Street: 4605 SAN DIEGO AVE. ' Permit Office: Cross Ventilation: No County: ST. LUCIE'COUNTY *Jurisdiction: Whole House Fan: No City, State, Zip: FT. PEIRCE , Family Type: Single-family FL, • New/Existing: Existing (Projected) Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 168 ft 0 2251 ft2 0 0 1 ROOF / Roof Gable Roof Solar, Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 2372 ft2 374 ft2 Medium 0.9 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2251 ft2 N N CEILING # Ceiling Type R-Value Area _ Framing Frac Truss Type 1 Under Attic (Vented) 30 2251 ft2 0.1 Wood WALLS Cavity Sheathing; Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 NE=>E Exterior Concrete Block - Ext Insul 4 315 ft2 0 0 0.8 2 . SE=>S Exterior Frame - Wood 19 117 ft2 0 0.25 0.8 3 SE=>S Exterior Concrete Block - Ext Insul 4 180 ft2 0 0 0.8 4 SW=>W Exterior Frame - Wood 19 297 ft2 0 0.25 0.8 5 SW=>W Exterior Concrete Block - Ext Insul 4 207 ft2 0 0 0.8 6 NW=>N Exterior Concrete Block - Ext Insul 4 396 ft2 0 0 0.8 7 -=>N Exterior Frame - Wood 19 288 ft2 0 0.25 ' 0.8 ,l I 3/5/2012 10:47 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Omt Door Type Storms U-Value Area 1 NE—E Insulated None 0.39 21 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 45 degrees). -_ # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Overhang Depth Separation Int Shade Screening 1 NE=>E Metal 2 SE=>S Metal i 3 SE=>S Metal 4 SE=>S Metal 5 SW=>W Metal 6 SW=>W Metal 7 NW=>N Metal 8 NW=>N Metal I Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Yes Yes Yes Yes Yes Yes Yes Yes 1.3 0.75 N 50 ft2 1.3 0.75 N 41 ft2 1.3 0.75 N 6 ft2 1.3 0.75 N 12 ft2 1.3 0.75 N 14 ft2 1.3 0.75 N 45 ft2 1.3 0.75 N 6 ft2 1.3 0.75 N 24 ft2 10 ft 0 in 8 ft 0 in 10 ft 0 in 0 ft 0 in 2 ft0 in 8 ft 0 in 2 ft 0 in 8 It 0 in 2 ft 0 in 8 ft 0 in 10 ft 0 in 8 ft 0 in 2 ft 0 in 8 ft 0 in 2 ft 0 in 8 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None INFILTRATION & VENTING Method SLA CFM 50 Forced Ventilation -- Run Time ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2126 7.08 116.7 219.5 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 48 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.7 25.06 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 ;3/5/2012 10:47 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / — Supply — — Return — Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 45 It' Interior 10 ftz Default Leakage Exterior (Default) (Default) % TEMPERATURES • 'Programable Thermostat: Y Ceiling Fans: Cooling [X] Jan Heating X Jan X Feb IXX] Feb [X] Mar X Mar IXXj Apr Apr [X] May X May [X] Jun X Jun XJul JXJ Jul IX] Aug XJJ Aug IX] Sep X11 Sep [X] Oct Oct W Nov X Nov Dec JXXJDec Venting X Jan Feb X Mar X Apr X May X Jun X Jul X Aug X Sep L[XJ] X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/5/2012 10:47 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 �Y �i FORM 1100A-08 � Code Compliance Checklist FILE Residential Whole Building Performance Method A - Details ADDRESS: 4605 SAN DIEGO AVE. PERMIT #: FT. PEIRCE, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. r nnts in unrnnrtitionert attics• R-S min insulatinn HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. I Insulation IB N1104.AB.1 I Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both I I N1102..1.1 sides. Common ceiling & floors R-11. I3/5/2012 10:47 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 4605 SAN DIEGO AVE., FT. PEIRCE, FL, 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2: Single family or multiple family Single-family a. Concrete Block - Ext•Insul, Exterior R=4.0 1098.00 ft2 b. Frame - Wood, Exterior R=19.0 702.00 ft2 3 Number of units, if multiple family 1 c. N/A R= ft2 41 Number of Bedrooms 3 d. N/A R= ft2 5� Is this a worst case? No 10. Ceiling Types Insulation Area 6i Conditioned floor area (ft2) 2251 Under Attic (Vented) R 30.0 2251.00 �t2 b. N/A f 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 198.00 ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Exterior Sup. R= 6, 45 ft2 SHGC: 12. Cooling systems c. U-Factor: NIA ft2 a. Central Unit Cap: 48.0 kBtu/hr SHGC: SEER:14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 25.1 kBtu/hr e. U-Factor: N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 2251.00 f12 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code ompliant features. Builder Signature: �/� �j� Date: 31d� Address of New Home: � I City/FL Zip: HEST 0 �rr�rr W,t 0 —I V d r4,coD WE����. *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. 7nergyGauge@ 00: FILE COPI wrightsoft® Project Summary Jo Date: Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-46"799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM • i r- I U11VGL 1114M I I IdLIV I I For DUNCAN ADDITION 4605 SAN DIEGO .n FILL D.esi n Lnformation Weather: Fort Pierce, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 20118 Ducts 0 Central vent (145 cfm) 4468 Humidification 0 Piping 0 Equipment load 24586 Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Btuh Structure 30467 Btuh Btuh . Ducts 0 Btuh Btuh Central vent (145 cfm) 2394 Btuh Btuh Blower 0 Btuh Btuh Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 31218 Btuh Simplified Average 0 Heating Cooling 2251 2251 20547 20547 0.32 0.16 110 55 Heating Equipment Summary Make Rheem Trade RHEEM 14PJLSERIES • Model 14PJ L48 AHRI ref no.3858427 Efficiency • Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 45500 Btuh @ 47°F 26 OF 1583 cfm 0.079 cfm/Btuh 0 in H2O Latent Cooling Equipment Load Sizing Structure 7289 Btuh Ducts 0 Btuh Central vent (145 cfm) 6066 Btuh Equipment latent load 13355 Btuh Equipment total load 44572 Btuh Req. total capacity at 0.70 SHR 3.7 ton Cooling Equipment Summary Make Rheem Trade RHEEM 14PJL SERIES Cond 14PJL48 Coil RHLL-HM4821++RCSL-H*4821 AHRI ref no. 3858427 Efficiency 12.0 EER, 14 SEER Sensible cooling 33250 Btuh Latent cooling 14250 Btuh Total cooling 47500 Btuh Actual airflow 1583 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.71 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .� wr•ightsOfte RightSuite® Page Universal 2012 12.0.03 RSU08101 2012-Mar 05 10:age I 1 A. CA3Ik ...sers\Quick Calcs0ocumentslWrightsoft WAQDUNCAN ADD ITION. rup Calc = MJ8 Front Door faces: -�}�- wrightsofts Right -A) Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUICKCALCS@AOL.COM 1 Room name Entire House SITTING ROOM 2 Exposed wall 16B.0 ft 36.0 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 449.0 ft 5 Room area 2283.0 ftz 449.0 ft' Ty Constniction Ll-value Or HTM Area (T) Load Area M2) Load number (Btuh/ft;-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs . 0.143 69 4.00 2.55 315 . 244 977 621 0 '0 0 0 3 �--D 1A•clom 1.270 ne 35.56 70.43 50 0 1778 3521 0 0 0 0 11 D0 0.390 ne 10.92 11.81 21 21 ` 229 238 . 0: . 0 . _ 0 0 T yJ 12E-0sw 0.068 se 1.90 1.35 117 76 145 103 117 76 145 103 11 G' 10A-m 1.670 se 46.76 43.21 41 0 1908 1763 41 0 1908 1763 13A-4ocs - 0.143 se 4.00- 2.55 180 . 162 ' 649 412 ` 0 0 0 0 G 1A-clom ` 1.270 se 35.56 70.95 6 0 213 - 426 0 0 0 0 --G _ 1A�1om 1.270, se 35:56 70.95 12 0 427 851 0 0 . 0 ' 0 VN 12E-0 0.068 sw 1.90 t35 297 252 480 341 207 177 337 NO 0 V-G 1A-clom 1.270 sw 35.56 70.95 45 0 1600 _ 3193 30 0 1067 2128 W . 13A-4ocs 0,143 sw 4.00 2.55 , '.: 207 207 _ .:.'.''829 _ .., 527 ; ....., 0 , , , 0 . 0 '. _ .. 0 1�! 13A-4ocs 0.143 nw 4.00 2-55 396 351 1405 893 0 0 0 0 ;-G 1A-clam 1.270 nw 35.56 70.43 6 0 213 423 0 0 0 0 IA-clom 1.270 nw 35.56 70.43 24 0 853 1690 0 0 0 0 P IA-clom 12C-Osw` . _ 1.270 0.091 nw - 3.5.56 2:55 70.43 . 1.28 15 ' 288 0 288 533 734 1056 _ `_ 376 0 54 6 54 0 138 0 69 C 16B30ad 0.032 - 0.90 1.68 2283 2283 2046 3835 449 449 402 754 F 21A 20c 0.027 - 0.76 _ 0.00 2283 - ' 22EB _ 1726' _ -0. - - 449 _ 449, . 339 0 6 c) AE D excursion 0 -144 Envelope loss/gain 16746 2D264 4336 4913 12 a) Infiltration 3372 903 723 194 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 10 2300 4 920 Appliances/other 7000 2000 Subtotal (lines 6 to 13) 20118 30467 5059 8027 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20118 30467 5059 8027 15 Duct loads 0°h 0°/0 0 0 -00/0 00/ 0 0 Total room load 20118 30467 5059 8027 Air required (cfm) 1583 1583 398 417 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. v�ari hts®ft' 2012-Mar-0510:43:49 9 Right -Suite® Universal 2012 12.0.03 RSU08101 Page 1 ...sers\Quick Calcs\Documents\Wrightsoft WAC\DUNCAN ACOITION.rup Calc = MJB Front Door faces: wrightsofta Right-M Worksheet Job: Entire House Date: QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466.6799 Fax 772-466-6i796 Email: QUICKCALCS@AOL.COM 1 Room name NEW BEDROOM SITTING 2 Exposed wall 10.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 118.0 ft 10.0 x 6.0 ft 5 Room area 118.0 ftz 60.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ft;°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs. 0.143 ne . 4.00 255 . 0 0 0 0 0 0 0 0 �-G D IA -clam 1.270 ne 35.56 '70.43 0 0 0' 0 0 0 0 0 11D0 0.390 ne 10.92 11.31 .0 0 -0 0 0. 0 .' 0 0 V�J 12E-Osw 0.068 se 1.90 1.35 0 0 0 0 0 0 0 0 11 L -C 10A m 1.670 se 46.76 43.21 0 0_ 0 0 0 0 0 0 Upl 13A-46cs 0.143 se 4.00 2.55 0 0 0 0 0 0 0 0 IA-clom 1.270 se 35.56 70.95 01 0 0. 0 0 0 0 0 1�-CCI 1A-clom 1.270 .-se 35.56. 70.95;,, 0 01- 0... 0 0 0- .. 0 0 V)J 12E-Osw 0.068 sw 1.90 1.35 90 75 143 101 0 0 0 0 �-G W . W IA-c1om 13A flocs 13A-4ocs 1.270 0.143. 0.143 sw sw nw 35.56 _ 4;00 4.00 70.95 ':.: 2:55 2.55 15 ,' . 0, 0 0 0' 0 533 !0 0 1064 ' . � Q 0 0 ... : 0 0 0 0 0 0 . , - 0 0 0 . 0. 0 �--G 1A-ciom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 I�_GG 1A-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 P _ 12C-0sw `, 0.091 .-. 255 1.28 0 0 0 0 0 0 .0 0 C 16830ad 0.032 - 0.90 1.68 118 118 106 198 60 60 54 101 F _ 21A2ile 0.027 - 0.76 '0.00 118 118 89 0 60 60 45 0 6 c) AED emursion 341 -2 Envelope loss/gain 871 1705 99 98 12 a) Infiltration 201 54 0 0 b) Room ventilation 0 01 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1072 1759 99 98 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1072 175 9 99 98 15 Duct loads -D% 0°/0 0 0 -0% 0% 0 0 Total room load 1072 1759 99 98 Air required (cfm) 84 91 8 5 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsOftt' 2012-Mar-0510:43:49 Right -Suite® Universal 2012 12.0.03 RSUG8101 Page 2 A ...serslQuick CalcslDocumentslWrightsoft HVACIDUNCAN ADDITION.rup Calc = MJ8 Front Door faces: - wrightsoft, Right-JO Worksheet Entire House QUICK CALCS, INC. 317ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@/OL.COM Job: Date: By: 1 Room name EXISTING. EXISTING 2 Exposed wall 31.0 ft 91.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 19.0 x 12.0 ft 1.0 x 1428.0 ft 5 Room area 228.0 ft2 1428.0 W Ty Construction U-value Or HTM Area (ft-) Load Area (ft� Load number (Btuh/ft;-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S ' Heat Cool 6 W- M-4ocs 0 143 ne 4.00 2.55 0 - 0 0 0 ` . 315 244 977 621 �-G IA-.lom,' ' 1.270 ne- 35.56 70.43 0 0 -0 0 .' 50 0 1778 3521 11DO ".0.390. ne 10.92 11.31 . 0 :0 0 0 21 21 . _ 229 .238 y I 12E-Osw 0.068 se 1.90 1.35 0 0 0 0 0 0 0 0 11 I-G 10A-m 1.670 se 46.76 0 0 , 0 0 0 0 0- 0 13A-46cs 0.143 , se 4.00 _ .43.21 2.55 _ 0 0 _ _ 0 0 180 162 649 412 1A-clom, . -1.270 se 35,66 _ 70.95 0 0 0 0 6 0 213 426 1A-clom 1.270 se 35.56 - 70.95' - 0 0 ,' 0 0 -,1.2 9. ., 427 851 UV 12E-0sw 6.068 sw 1.90 1.35 0 0 0 0 0 0 0 0 Y G 1Aclom 1.270 sw 35.56. 70.95 0 0 0 0 0 0 0 0 W' 13A flocs '_ 0.143 sw, _ 4.00 2:55 171 171 685 435 36 _. 36 ., 144 _ 92 _ 13A-4ocs _ 0.143 nw 4.00 255 108 96 384 244 288 255 1021 649 1A-clom 1.270 nw 35.56 70.43 0 0 0 0 6 0 213 423 1Aclom 1.270 nw 35.56 70.43 12 0 427 845 12 0 427 845 1A-clom 1,270 nw 35.56 70.43 0 0 0 0 15 0 533 1056 P . 12C-0sw - 0.091 .-. _ 2.55 '1.28 0 - . 0 0 ... 0 . 234 ,234 596 300 C � 16Bad 0.032 - 0.90 1.68 228 228 204 38.3 1428 1428 1276 2399 F 21A-20q 0.027 - 0.76 0.00 228 228 172 0 1428 1428 _ 1080 _ 0 6 c) AED ecursion 238 -433 Envelope loss/gain 1872 2146 9567 11400 12 a) Infiltration 622 167 1827 489 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 6 1380 Appliances/other 0 5" Subtotal (lines 6 to 13) 2495 2313 11394 18270 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2495 2313 11394 18270 15 Duct loads -0% 00/0 0 0 -00/0 00/0 0 0 Total room load 2495 M13 7F*- 18270 Air required (cfm) 196 120 949 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wry htSOTt' 2012-Mar-0510:43:49 ��9 RightSuite® Universal 2012 12.0.03 RSU08101 Page 3 ..sers\Quick Calcs\Documents\Wrightsoft HVAC\DUNCAN ACDITION.rup Calc = MJ8 Front Door faces: OFFICE USE ONLY: DATE FILED: S' 1s. REVISION FEE: PERMIT #— IC2 0 1. 0% 0 RECEIPT # - 4�s 7r PLANNING &DEVELOA BUILDING &CODEREG 2300 VIRGINIA APPLICATIONZOR-BUILD PROJECT -V NFURNUTIWIT-L 1. LOCATION/SITE ADDRESS: --- --- '2012 MAY 18 PERMI77ING 2. DETAILED DESCRIPTION OF PROJECT St. Lucie County; FL REVISIONS:- ---- - .3. 4. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #:. ST. LUCIE COUNTY CERT. #: BUSINESS NAME. QUALIFIERS NAME: ADDRESS: CITY: STATE- ZIP:' PHONE (DAYTIME): FAX: OWNER/BUILDER. INFORMATION: NAME: ADDRESS: G S Qc -7 4W CITY: D 2PIC_,W el STATE: 7 ZIP: PHONE.: 7%a - 4-74 - 3 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIPc PHONE (DAYTIME): FAX: SLCCC: 9/23/09 Revised 04/26t2010 FILE VOPY PAUL WELCH INC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite9114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Fax (772) 785-9933 May 16, 2012 Re: Duncan Addition 4605 San Diego Av. Fort Pierce, FL Permit To Whom It May Concern: Ira-. y p1 I� A w Please be advised of the revisions to the above referenced project as follows: 1) Revise soffit to be Aluminum soffit (per attached detail) in lieu of stucco soffit as stated on plans. Thank you for your attention to this matter Submitted by: PAUL WELCH INC. J Paul 'Welch, P.E. Reg., No 29945 PW:pj ST, LUCIE COUNTY BUILDING DIVISION RIgVI11 WED FAR COWLI NICE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE CONCEALED FASTENkRS OR ATTACHMENTS ARE THE RuPONSIBILM OF THE CON I hAu I ocponn un wv `7 v&M, Lu ,,F� f ,, 1 i i4 rd 14 n.......... 2x 4 cow-Ti Q Li o Ljc-., y r Li Tep 71 -;,or- ir il kowo m-( 14" 15D_F�1l_ VIM TO .144-awT *Plub& IZ "'o-1 F IT b> �T& I L I 119 1 PAUL WELCH INC.: - MECH-ELECT-CIVIL ENG 1984 BILMMORE ST. #114. - PORT ST. LUCIE, FL34M4j. PAUL WELCH, P.E. FLA REG NO 5 2012 LOT: 8 & 9 BLOCK: 0 SUBDIVISION: Harmony _Heights PROPERTY ID #: 1431-701-0273-000-3 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR.TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION. 381.0065, F.S-., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT_ GUARANTEE _ -----SATISFACTORY--PERFORMANCE—FOR 'ANY SPECIFIC PERIOD OF TIME, , ANY CHANGE IN MATERIAL FACTS, WHICH- SERVED. --AS - A BASIS FOR ISSUANCE- OF- THIS" PERMIT,- REQUIRE THE- APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. - ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM 'COMPLIANCE WITH OTHER FEDERAL,_, STATE, OR LOCAL .PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T L 900 ] GALLONS / GPD Septic CAPACITY A I 0 ] GALLONS / GPD CAPACITY N I 0 ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] - K L ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 667 ] SQUARE FEET SYSTEM R I 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [x] STANDARD_ [ ] FILLED [] MOUND [ I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: TOP OF TANK -OUTLET SIDE I ELEVATION OF PROPOSED SYSTEM SITE 110.00]L INCHES FT I [fABOVEq BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 27.00]L INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D O T H r E R -1LL r'zWUliCSa: L 0.00 ] INCHES EXCAVATION REQUIRED: [ ] INCHES - INSTALL REPLACEMENT DRAINFIELD SEPTIC TANK -CONTRACTOR RESPONSIBLE FOR EFFECTIVE SLIGHTLY LIMITED SOIL DEPTH OF 42" BELOW BOTTOM OF DRAINFIELD SPECIFICATIONS BY: Jason Harris TITLE: Septic Tank Contractor APPROVED BY: ITLE: Environmental Specialist II James C =jc DATE ISSUED: 03/30/2012 EXPIRATION DATE DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC v 3.1,4 F2106fi451 SE666976 St. Lucie CHD 06/28/2012 Page 1 of 3 DISTANCE TO SEWER: FT PROPERTY ADDRESS: qu os Gcy% (knno Nae" DIRECTIONS TO PROPERTY: Vag,a r\ -1D r-- BUILDING INFORMATION RESIDENTIALCOMMERCIAL Unit Type of. No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Scrft< Chapter 64E-6f FAC 2 q00 3 4 Floor/Eq ,4pment Drains Other (Specify) SIGNATURE: 40STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID. SYSTEM_ APPLICATION FOR CONSTRUCTION PERMIT RECEIPT ---APPLICATION -FOR: Y- -N6w System Existing- System -Holding -Tank Inn tive .[...]----.-Abandonment -Temporary- AGENT: MAILING ADDRESS: 1-VA-1 ICI_ --TELEPHONE: _TF0A9COMPLETED BY APPLI APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR. 489-552, FLORIDA STATUTES. IT IS THE - APPLICANT' S -RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE'THE LbIr WAS CREATED OR PLATTED--(MM/DD-/YY)--IF-REQUE-STING-'CONSlIjElUiT!ON---Ok---STATUTORY - .GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: USX- BLOCK: SUBDIVISION: PLATTED: PROPERTY ID #: 07-13 ZONING: 'I/M OR EQUIVALENT: [ Y 116 PROPERTY SIZE: ,%5(b-- ACRES WATER SUPPLY: PRIVATE -,.PUBLIC [X,,]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE As PER 381.0065, FS? [ y ION DATE : _T 3 ;U /I -t- ip DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 _h p STATE OF FLORIDA F DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION APPLICANT PERMIT # CONTRACTOR / AGENT: �QI I,�+ >Q j_C. I : n (J -BLOCK _ SUBDIV _.. Q.i h��5 ID# �31" !�0.�::(jZ�pO( TO BE COMPLETED BY. FLORIDA REGISTERED .ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR -OR - -- OTHER CERTIFIED PERSON". SIGN AND SEAhT.T. -AT:T;'SUBMITTED_DOCUMENTS. COMPLETE A.APPLICABLE ITEMS. --COMPLETE--TANK CERTIFICATION BELOW OR- NOTE - IN REMARKS" -WHY --THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION j4{G� ]GALLONS SEPTIC TANK/GPD ATU LEGEND » MATERIAL: (PJ'%CTtk't.. BASED: [Y [ ] GALLONS SEPTIC TANK/GPD ATU._LEGEND: MATERIAL: BAFFLED:[Y / N] -------_ L--_ ]—GALLONS--GREASE—INTERCEPTOR ---LEGEND-:-- --------14ATERMAL-: -- ---- -- — GALLONS_DOSING_ TANK. _LEGEND:_ _ ---_--MATERIAL: --- ---- # -PUMPS: [ ] I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON /,3' ' / 'L `°'BY HAVE THE VOLUMES. SPECIFIED AS DETERMINED BY [ DIMENSIONS / I LEGEND ], ARE .FREE OF OBSERVABLE TS OR LEAKS, AND HAVE A [ SOLIDS DEFLECTION DEVICE TLET FILTER DEV IN.TAL D. NlN k �4>�:."ate 2.1. -z S TURE OF LICENSED CONTRACTOR BUSINESS NAME DA E EXISTING DRAINFIELD INFORMATION SQUARE FEET PRIMARY DRAINFIELD. SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: C7 X -7 { ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: [mil„STANDARD" -[ ] FILLED [ ] MOUND [ ] a CONFIGURATION: [ ] TRENCH [7(].BED-` [ ] DESIGN: [ ] HEADER GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE INCHES [ ABOVE BELO SYSTEM FAILURE'AND REPAIR INFORMATION SYSTEM INSTALLATION DATE TYPE OF WASTE [�] DOMESTIC [ ] COMMERCIAL [ KCD ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER [pC] TABLE 1, 64E-6, FAC SITE [ ] DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK [ ] PARKING CONDITIONS: [ ] SLOPING PROPERTY [ ] NATURE OF- [ l HYDRAULIC OVERLOAD [ ] SOILS [ ] MAINTENANCE [ ] SYSTEM DAMAGE FAILURE: [ ] DRAINAGE / RUN OFF [ ] ROOTS [ ] WATER TABLE [ ] FAILURE [ ] SEWAGE ON GROUND [ ] TANK [ ] D BOX/HEADER . 41 DRAINFIELD SYMPTOM: [ ] PLUMBING BACKUP [ �.] _0.`�r p e►�1 REMARKS CRITERIA SC fi n �r3��� $ OA {[ SUBMITTED BY: (/��/ TITLE/LICENSE DH 4015, 08/09 6bbsoletes previous- editions which may not be Incorporated 64E-6.001, FAC 01l((09'DATE: �. Page 4 of bfi f STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND •DISPOSAL. SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT #. APPLICANT.:- �\Ai1�.�'b AGENT: 7 .1) T 60ytb -t G �Q(L71L E LOT_: -.BLOCK: 0 .. -SUBDIVISION: � l � N1 O III wO ti 4�C�'S • PROPERTY ID #: 1y,-�'���C7������ - [Section/Township/ arcel No or Tax ID Number] TO-BE`COMPLETED BY .ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR O_THE_R QUALIFIED_ PERSON.___ENGINNEERS -._MUST-PROVIDE_ REGISTRATION- NUMBER. AND -SIGN-AND-SEAL-EACH PAGE OF SUBMITTAL.. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: ] YES [ ] NO NET.USABLE I,E: 4 ACRES AUTHORIZED S - -_ _TOTAL�STIMATED--SEWAGE---FLOW:------��rj(/----- -GAL-L-ONS--PER--DAY-__ 'REBID LE- OTHER -TABLE -- SEWAGE FLOW: Hou GALLONS PER DAY 1500 GPD/� 0 2500'GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: �'q(o� GALLONS UNOBSTRUCTED QUIRED: IOrM SQFT BENCHMARK/REFERENCE POINT LOCATION: V 'C ELEVATION OF PROPOSED SYSTEM 'SITE IS-1_ INCHE"T] C;03�/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SE WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/ S:�_FT NORMALLY WET? [ ] YES [OQ NO WELLS: PUBLIC: ; tJ T LIMITED USE: �E FT PRIVATE:7? _FT NON -POTABLE: _1V FT BUILDING FOUNDATIONS: FT PROPERTY LINES:'_A0 _FT POTABLE WATER LINES:-PAT_FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [�,<'NO 10 YEAR FLOODING? [ ] YES NO 10 YEAR FLOOD ELEVATION FOR SITE: N /-, FT MSL/NGVD. SITE ELEVATION:_bLf_FT MSL/ GVD CATT. T3Ve% 'rT%' T1�7L�/1D111�TTA1T nTmr.. T SOIL PROFILE INFORMATION SITE 2 TO TO TO TO �i c TO TO USDA SOIL SERIES: -,:Yk OBSERVED WATER TABLE: INCHES [ABOVE /:BELO EXISTING GRADE. TY RC HE / APPARENT] ESTIMATED NET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / ISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES KI NO MOTTLING: [ ] YES K] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: 1 /\ INCHES 'RAINFZELD CONFIGURATION: [ ] TRENCH BED ]. OTHER (SPECIFY) 4EMARKS/ADDITIONAL CRITERIA: 7:S-Vf C 0 D 1 ,ne ,, *rK C., ( .. 'S R.� � �-_ SITE EVALUATED BY: DATE: 6/2-//1 DH 4015, 08109 (Obsdletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page. 3 of 4 �1 Aw W., i FND N (NO ID o 0,G � 119ry 96'p LJJ LLJ �I o¢ O" �Im0 OO �0 N00 Z —OHU 0 z � � C`01 �./0110� SAN DIEGO AVENUE (70' R/W) PROJECT BENCHMARK SET PK NAIL NO ID EL=100.00 (ASSUMED) —AS S89°40'00"E 177.00' i�l 16 N Iri CONIC DRIVE�,n0 LOT 8 BLOCK 0 ILd 20.1 I� I� _ rn ID 56.0' 35.6- EXISTING _RESIDENCE FFE=101.68 LOT 9 42.3_ T , BLOCK 0 m ADDITION D PROPOSED 13.4 FFE=101...6.8_ OHU 42`6 M C6 \ FND IRC N89°40'00"W 1 `—(ILLEGIBLE) 177.00' �pp� (0.7' SOUTH, W 0.4' WEST) Z LOT 10 MIN SmAryncA (VACANT) 3' CONC SLAB TCONC SLAB (TCF--B--E REMOVEMT ALUM 0 Ib N R/W LINE 9g 8 O O O N 00 o LOT 7 (VACANT) OHU-► %po° `-ENCROACHMENT (WOOD POWER POLE & N OVERHEAD UTILITIES) 9g 9 � I FRONT W CERTIFIED TO: siDEs E o � LRADIUS .I 4 KATHY DUNCAN CNR 5ID R = CURVE LENGTH REAR 1 (C) = CALCULATED S (P) = PLAT DESCRIPTION ZING. SCALE : 1 "=40' FND = FOUND IR = 5/8" IRON ROD LOTS 8 & 9, BLOCK 0, HA I HEIGHTS ADDITION, ACCORDING TO THE PLAT IP = 1/2" IRON PIPE THEREOF, AS RECORDED IN T- OF THE PUBLIC RECORDS OF OHU = OVERHEAD UTILITIES S.T. LUCIE COUNTY, FLORIDA. EL = ELEVATION FFE = FINISH FLOOR ELEVATION ND = NAIL AND DISK SAID LAND CONTAINS 0.56 ACRES, MORE OR LESS. P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS SURVEY NOTES P.B.= PLAT BOOK 1. This survey is not valid without a. signature and original embossed seal of a Florida R/W = RIGHT-OF-WAY Professional Land Surveyor. No = WATER METER 2. Description provided by client and/or their agent. CO-) = WOOD POWER POLE 3. The last date of field work was January 30, 2012. O = SET IRC LB 7056 4. Underground improvements and foundations were not located as part of this survey. CONIC = CONCRETE 8: Bearings shown hereon are based on the South R/W line of San Diego Avenue, bearing IRC = #5 IRON ROD & CAP per s are reere S89*40'00"E, lot. All bearings relative thereto. D.U.E. = DRAINAGE AND UTILITY EASEMENT, P P g ALUM = ALUMINUM 6. All boundary information shown is calculated per plat, unless otherwise shown. -0-= 6• WOOD FENCE 7, Property lies in flood zone "X", per map 12111CO176 F, dated 8-19-91. -X-= 4' CHAIN LINK FENCE 8: Additions or deletions to survey maps or reports by other than the signing party or © = EXISTING WELL parties is prohibited without written consent of the signing party or parties. 9a� 9 =EXISTING ELEVATION LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS. RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RY: RICHARD C. LAVENTUR F'LORIDA P.L.S. #5209 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY PREPARED FOR KATHY DUNCAN LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 774 W. MIDWAY ROAD FORT PIERCE, FLORIDA 34982 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX REF. JOB NO. DRAWN BY DATE DRAWING NO. 12.2032 MWH 1/31/12 12.2032 F.B.,PG. CALCULATED BY SCALE SHEET N0. 11-221/53-54 RCL 1"=40' 1 OF 1 SAN DIEGO AVENUE (70' RAW) D ND PROJECT BENCHMARK D ID) SET PK NAIL NO ID—ASPFfALl 35.00 EL=100.00 (ASSUMED) i LLJ CD 0 00 O OD N o� O Z —OH CERTIFIED TO: KATHY DUNCAN S89°40'00"E 177.00' t 16 v � CONC cr � DRIVE n LOT 8 BLOCK 0 I0. 20.1' Io- —56.0' 10 35.6' � EXISTING — RESIDENCE _ FFE=101.68 LOT 9 EXISTING BLOCK 0 ° FORMBOARDS TOP OF FORMS —55.9_.... 13.4' EL�$0j1I`6:8 1\,_FND IRC (ILLEGIBLE) (0.7' SOUTH, w 1 0.4' WEST) z_ JI �Io' PERMIT # 1201-0106 o0 o0 rn to N89°40'00"W 177.00' LOT 10 (VACANT) 6 5.3' CONC SLAB —65.4' O ALUM SHED 0 Co N ENCROACHMENT (WOOD POWER POLE & N OVERHEAD UTILITIES) E DESCRIPTION SCALE : 1"=40' LOTS 8 & 9, BLOCK 0, HARMONY HEIGHTS ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 38, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.56 ACRES, MORE OR LESS. SURVEY NOTES 1. This survey is not valid without a signature and original embossed seal. of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3.. The last date of field work was April 11, 2012. (Sketch) 4. Underground improvements and .foundations were not located as part of this survey. 5. Bearings shown hereon are based on the South. R/W line of San Diego Avenue, bearing S89'40'00"E, per plat. All bearings are relative thereto. 6. All boundary information shown is calculated per plat, unless otherwise shown. 7. Property lies in flood zone "X", per map 12111CO176 F, dated 8-19-91. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown are based on an assumed datum. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY; OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. REVISION DESCRIPTION DATE 1 FORMBOARD TIE-IN SURVEY 4/11/12 REF. JOB NO.1 DRAWN BY DATE DRAWING MWH 1/31/12 INO,12.2032 12.203F.B.,PG. CALCULATED BY SCALE SHEETN 11-221/53-54 RCL 1"=40' 1 OF 1 R/W LINE C O 0 00 coDid V r� o LOT 7 C7 (VACANT) OH U— Co. LEGEND 0 = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) =.CALCULATED (P)= PLAT FND = FOUND IR = 5/8" IRON ROD IP = 1/2" IRON PIPE CHU = OVERHEAD UTILITIES EL = ELEVATION FFE = FINISH FLOOR ELEVATION ND = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W = RIGHT-OF-WAY ® = WATER METER = WOOD POWER POLE Q = SET IRC LB 7056 CONC = CONCRETE IRC = #5 IRON ROD & CAP D.U.E. = DRAINAGE AND UTILITY EASEMEI ALUM = ALUMINUM -0- = 6' WOOD FENCE X- = 4' CHAIN LINK FENCE © = EXISTING WELL 999 = EXISTING ELEVATION 1-//Z/Z, DATE BOUNDARY SURVEY PREPARED FOR KATHY DUNCAN LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 774 W. MIDWAY ROAD FORT PIERCE, FLORIDA 34982 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX 6N... Product Review Affidavit W.t. Ix F-n- v W to 11,11 - P-1— ..ill 1. 1-11.d ir. 0. -q,fAku PUBLIC WORD DEPARIVEN CoVe t*MMA.MC6I1VJ9ON DF Tl by—p� 11 di .11C 1.6 L(Bp 61 Fla, 1— - - = - ^--I— = r- L=i -E&k ........ .. —n! LADULATION T L PAUL WELCH INC. A 1