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Home My WebLink AboutSUBMITTED PAPERSOFFICE SECTION I TOWNSHIP I I RANGE I I MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # N3 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOTS (before 1190) 1/90) REQUIRED APPROVED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE PUBLIC BLD IMPACT FEE HABITABLE FEE RADON FEE REPORT CODE IMPACT FEE AREA (RADON) SCHOOL GROSS ROAD CREDIT Y N TOTAL ROAD IMPACT FEE IMPACT FEE IMPACT FEE DUE SCHOOL CREDIT Y -•��:,- - TOTAL :_ _-= _ - - _ - ` =� __ _ _ - _ .= — _ IMPACT FEE SCHOOL _ IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL Y N SPECIFY TOTAL - PERMITS of ALL REQUIRED FEES REVIEWS ZONING ZONING PLANS MISC- VEGETATION SEA TURTLE MANGROVE REVIEWED BY EXAMIN- DATE jG COMPLETE INITIALS -A OOFFx�__7s1✓ONI�: DATE FILED: PERMIT NUMBER: PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 'X St. Lucie County Building and Zoning C� 2300 Virginia Avenue C5 fit.P. Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE SCANNED PROJECT INFORMATION BY �Q i St. Lucie County c I; LOCATION/SITE ADDRESS: 2. S/D NAME: spanish Lakes I SITE PLAN NAME: 3. PROPERTY TAX ID #: 'q. 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Recti nn 26 r- TnwnGhi Ptic-- r anc3 Ranan 40 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. Lul N.O. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 10. - DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: c�jngl A family insi dQnnp 1107 1%11 „ \ -L '." C'Qlc � 1 BACK: CZ RIGHT' S 1 SIDE 11. SETBACKS (ACTUAL) FRONT: "� SIDE LEI 12. TYPE OF CONSTRUCTIONappropriate(Check ck all boxes ) ONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATIOI` k ] NEW C k) RESIDENTIAL [ ] COMMERCIAL : [.c:] INDUSTRIAL - . [ ] OTHER (SPECUM 13. DESCRIPTION OF PROPOSED USE: 14. Sq. FUCONSTRUCTION: �� 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ 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 indicate( 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 CERTIFICATIG1 OWNER INFORMATION NAME: _ } ADDRESS: S G.G p_ = T7-g l CITY: '- S} LuciA STATE: F�, ZIP 34952 PHONE (DAYTRYIE): (M) 8 7 A— 51; 13 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: PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: ST. of FL REG./CERT #: C GC0 3 5 9 9 ST. LUC1E COUNTY CERT #: 0 a as n BUSINESS NAME: W)znne Development Corpora inn -QUALIFIERS NAME: — _ _ - -_ _a ynnt-_- — ADDRESS: 8000 G TLS_1__, quite 402 CITY: n^rt- Ct T.0 _i e STATE: FT, ZIP PHONE (DAYTIME) : (may J87 8— 5 51 3 FAX NO. (7 7 7) 8 7 u_ 7 6 S 6 email: ARCHIT/ENGINEER: Braden & Rrgrlan ADDRESS: 417 r7nnnWift CITY: c;tuart STATE: Fr 23P = 49 o r_ PHONE (DAYTIME): ( ) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: Fr 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. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of cal if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and t work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate p, -nay be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TA AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, acce structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOM RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TIT AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHEI; CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJ TO ATTACHMENT. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all wor wi a done in comp with all applicable laws regulating construction and zoning. STATE OF FLORIDA STATE OF FLORIDA COUNTY OF 'St Lucie COUNTY OF St . Lie* The foregoing instrument was acknowledged before me this L�0ay of Marr-h , 20�b Mnij-heyy 1pr3 ta_ �rnf+4o i ersonally own o r who has produced as identification. ignaEure of Notary The foregoing instrument was acknowledged before me this 4 zlay of March , 20 D by Matthew T.V1 a IaTrtpe who i ersonally own to r who has produced as identification_ ignature of Notary Susan Ma ee Susan Magee Type or Print Name of ta��' SUSAN MAGEE Type or t e of Notary ---- COMMISSION # EE 037286 SUSAN MAGEf: `tea q,AY PU,,,III Commission No. ay... �i��{�CPIRES: February 23, 2015 CommisS ltt •4- MYCOMMISSION($893�288 'Ar `86hded Thru Notary Public Underwriters g EXPIRES: February 23, 2015 Bonded Thru Notary Publlo Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERK.,° THE CIRCUIT COURT - SAINT LUCIE COLT'• FILE # 3809893 OR BOO, 193 PAGE 2793, Recorded 03/12/2013 0:46 AM AFTER RECORDING -RETURN TO; F PERMIT NUMBER• �- 1'hir ipu:ai<o-siv,eJn•r r,+•ndi�y: in7u J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. Y (Legal description and street address) TAX FOLIO NUMBER:- 3 Qd 4 — S 01 —1 7 01 — 0 0 0 9 1. DESCRIPTION OF Pni "' s h .. Spanish SUBDIVISION L _ � 1yBLOCK TRACT LOT BLDG UNIT Section 26, Township 36s, Ranap 40E . Q2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name WVnno nuiIr3ing CD=pozatian b.Address 8000 S. US1, Suite 402, PSL, EL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S_ US1 Suite 402 PSL FL 34952 772-87A-551I (/.JJ 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by M Section (I)(a) Florida Statutes: Doug .Brantley .1 Silver 'Oak Dr. PSL, FL. 201-8418 D NAtvtE,ADDRESS AND PHONE NUMBER: ADDRESS 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section J 717.13 (l)(b), Florida Statutes: ✓ NAME, ADDRESS AND PHONE NUMBER 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a'different date is specified) ; 20 . / YARNLNG TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 61U CONSIDERED UAPROPER PAYMENTS UNOFR CHAPTER 713. PART I SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT —_ 1AYrNG TWICE FOR lt4WYEMENTS TO YOUR PROPERTY. A NOTICE LENDERAN ATTOITICE OF COMMN . Matthew Lyle Wynne Vice—Prp.;dent Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Ofrrcer/Director/Partner/Manager State of Florida County of St 'Tnrie' The foregoing instrument was acknowledged befoce me this dt-h day of (oar h , 20 1 a By Matthew Lyle Wynne as -,3 (Name of person) (Type of authorily...e.g: Owner• officer, trustee. attorney In fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known" or produced the following type of M: S .son Magee L U MRAM : Foli ialryn,37088 2018 (Printed Name of Notary Public) (Stgnature of ubliy I• Ba�udThntNahyPah4dam Under penalties of perjury, I declare that I have rFad the foregoing and that the facts in it are tme to the best o my cn d belief (section 92.525. Florida Statutes). Signature(s) of r r Owner(s)' Author., Officer/Director/Partner/Manager who signed above: By: BY Re.. 0t/3=D01(ttscu1diwr) STATE OF FLORIDA ST. LWE COUNTY 06/17/2013 09:14 FAX 17724896160 CEMEX - la 001/001 ,TUN-17-2013 10:a4 From: i To /24995160 Pa>ae:1/1 Zzac-MaX 1303-- 0207 PI01r1t: lgtrpih I Qalirt®; Te 090/ 1090 55 255692 FlRIO 11019po: I > oWe rr0b: Cummer coda! QUstwner Name: QUItomar Job Number, Oldor Caro I DEW: 3026605 RODNEY HALLS CQNCRSTE CONST 911 06/14/13 I �ioject'code;'--" `• Pkitil Nime; --. - ..... i -' ' -- ,- - ' ldro}eciP.e, Numbs: Order P.O. Numhur, ' 4091QJ�56. MAT--RODNEY HALL I ALL WnRK VERBAL RODNEY VERBAL RODNEY TicVal Date; Del"ry Address - Map Pa➢E: MpplRowlColumn: 05/14/13 9 EL CAMIND REAL 871 27198018 Drdhwry Inpruglont+l ,� OlegetchEr .SPANISH LAKES OFI= U9 ,1 GFanning Tkkm Number, 32640427 Due Jpb' slump: TN K Number: Drluer Nemhar• Ddv.r Nomp; dab �0Q25328 1096tS8 TOM DICKS LOAD CUMULATM DRDEA6D MATERIAL COUfl PRODUCTION OC9CRIPTON QUANTITY QUANTITY QUANTO" 10.00 10- 00 3000 PRPM W/SAND 1 � ti0 12478•�.•$ Fl1i=L SURCHARGt� 1 • Q0 1202749 ENU I RONMENTAL CHARGE. Cooh CANER P / Auth Codo: aigaaldrp of Ddver R"IwIng Caen; Cash Raawed: Cheo11 'ti end uae: UQM I UNIT PRICO I AM01.1h T YD3 Tall) COD Ordor Anmunl to Collect Without smrdby cholugm Cgmthsnle; WATFER ADDED; GAL YARDS IN DRUM: Old you do your circle OfW"? WHEN APGEa, Did you identify hatarda? Old YOU Use y0ur96991es when at pump? SIGNATURE Did you L14e, yeUr stafaty song®? CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST; Dld you a0mmtIn1a2te unsafe conditions to dlSpatah/other drivers? ,/1 SIGNATURE { ✓ ❑ LOAD WAS TESYED BY; Nolloa: Our drlverd will mum* vorr dlfot to Plow maierims where the t:uetomer 13e01Q111Gtda, Out the SPECIALTERMS: Anywateradded is atcuaiamerssown risk ywEtrr dado1job tlontYa SLsmlgm Ct unpany esatsnes no reaponGibIDty for damepes inside curb or pmporty line Customer a� to the in no longer gdErenlOod, WARNING: Product may,queo .Ian an eYo IMAEuon CAUTION; Mp1ErIE1 hmte Of $410 IlAd detiwry and eccEpn awrels ps Ira, DUE to ftownl b3iors whloh are out at our rrray Oo hotbrdoud to your Mroty end heoldr. PIEeEs rots a bEaKetde or aue rltxet for ImporleAl oonhd elfpr dohvery, Uhl¢ Campsny wM nut ecYepl any reapotlemKily, far dw flulshed reaalts. No cfedil for saW hordling Information, and to the 111atOftt71 EEkgr d wo. far atltlluonEl In(tyrrgErn, returned oonwo% EayEm ptoePUtme 2110 0101111E EhElt bo doomed welydd unlaes fnoda 4a us In wPolnp AUTttORICUDSIGNATUM w llhin inn huElntrys day atlas the r ounipl or mpledplp- ,ex SOUNIVERSAL PREY TRK a ORIGINAL LOAD NUM: 1 RECEIVED 1UN 191013 F Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave'Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code / Date: 302E.G`:; €Rf.IENFY HAL..L_'S C:ONC:RIETE: CONST 60o iaS3C :l.0 Project Code:: Project P.O, Number: f Order P.O. Number (Project NNa9me p A rq J { { t ] Y '4 i�A'�di... i.... I•"f {,.. i.,. +M1 Yi1.t iii•^�1P1�,At:... p ��t;C_.i 'iif Ticket Date: Delivery Address: r Map Page: Map/Row/Column / 1, 3 �� Ir L» P P c n i.~C'+M I NO REAL a7l. {Y Delivery Instructions:Dispatcher • �t..`j.:iF 4 {..."1 4..:f , at".t.� I.11" I.j «�• a - t_.j-.if. ;. A� -. . Ticket Number: Due On Job: :1 u i tau ... r. Slump: C ,,,I, f"•t Truck Number: '1 -y r rc a'e:...�` 9 DriverNumber: C„„` V '" 5 10`�4f.Ji- Driver Name: f �f % P'- ICY ip .I'C.7i-d!`'(t�# , 1 T 11 W,01 End Use: FI 1 r+ I QUANTITY LOAD CQUANTITYE I ORDERED QUANTITY MATERIAL CODE I PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT ti 1 1 ", 50 S a l3 60t I 00 1 2 r ! .,r Jt B,r f' I"r'4d�:'fl49 i L. QHA R E Cash Check #Auth God_ e: Signature of Driver Receiving C9sh: W, k Cash Received: Total COD Order Amount to Collect Check Q�f, j Without Standby Charges: rr(pp � Charge Comments: \� �J •WATERADDED:GAL YARDS IN DRUM: WHEN ADDED. . Ewe SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O .68UNIVERSAL ""RCIJ T RK 5 1002 410 I._OAD E,uly :: INVOICE This Delivery Ticket incorporates ," _`11ilkreference Buyer's previously exec '---lit Application, if any, Seller's Standard Terms and Conditions, Seller's Qu( any, and Seller's Order Confirmati( ding limitations of warranties), as if fully set forth on.this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on -the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are _naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel., and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed, wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of arnmo- nia. Moisture can cause the 'anlmonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid -contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, .rinse thoroughly with water.. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referericia at comprador (ya previamente ejecutada en su aplicaci6n de credito): cualquier termino estandar, condiciones del vendedor. propuestas del vendedor _y orden de confirmaci6n del vendedor (con limitaciones y garantfas),'como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerl los terminos estandares y condiciones detal- lados en caso de asf ser requerid.os. Con este documento, el comprador acepta los mismos ya antes mencionados y que las canti.dades y materiales fueron entregados como se expresa en el .mi:smo. Acepta pagar el monto de acuerdo at contacto; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcdnica, arena, grava y otros materiales silicios. Los. productos de cemento incluyen Cemento de tipo Portland, de albaf ilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto inctuyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcdnica; arena,"grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergi.cas en la piel.]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation de] amoniaco. La inhalation del amoniaco puede causar toser, i.rritaci6n o quemaduras en ]a nariz, garganta y pulmones. Aeudir inmediatamente at medicm,Ej riesgo en la salud depende en la duration y el nivel de la exposici6n. F, Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en'.Yos;ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales.Eviteinhalar auxilios: polvos. Si se expone a polvos m6s de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en ]a parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cernento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritati6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 '02/12 Para mas informacion v.isita www.cemexusa.com. - ccmcx .55518179 -2 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: { 1'ILi 1 O : 12 Customer Code: Customer Name: w 2SC',0 5 RODNEY HALL' S CONCRETE CONS " Project Code: Project Name: 1;3i'' #--1Pi.t_ t t` L.L Wt: R" Ticket Date: Delivery Address: 05 { 30I 1,:• 9 EL CAIM I NO REAL. Delivery Instructions: OFF U�3 Customer Job Number: Order Code / Date: 600 05,' 0i'1 Project P.O. Number. Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: E�! 885S Due On Job: 07 tl 737 Slump: 5. (,{3 I Truck Number: 1 {`,{_;2r 4 I Driver Number: c; 109207 �9207 I Driver Name: KENNY M LONE End Use: LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE + AMOUNT 3{.). ut' s?.=1 =',-�aG '�3{?fa R G ty t 7, o 01 ri 1 3 a -,cS o f i= d.Lt=f- MESV4 15t.y :..� 1. {''st t i ;d,• !2,1 S FUEL `iiJhi!. HPRISE :i.:w';y' 749 Eh41t1 I RONMEN P AL CI- ARC E= - I J Cash Check # / Auth Code: Signature of Driver Receiving Cash:" Cash Received: Total COD Order Amount -to Collect Without Standby Charges: ] Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE I] LOAD WAS TESTED BY: r Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers.owttk. If water -is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is noTongeGguaranteed-_WARNING-Product mayrcaus"kin•and% r eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be4hazardous,toyou1Tr safety and health—Please=refer-to-the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety,Aaiidlin"cfinformai n and-t to r&ateoal•safety data!s`heets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing O QR1ZtD-SIGrNATUR ��,� within one business day after the receipt of materials. 68UNIVERSAL F'REV TRK-. 10OL 5760 '�^mil-- OAP NUM— INVOICE \� This Delivery Ticket incorporates 1 reference Buyer's previously exect ' f-P,iit Application, if any, Seller's Standard Terms and Conditions, Seller's Qua - any, and Seller's Order Confinnatic ling linutations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard '1'ern�, -mid. Conditions upon recjuest. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance wi do the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling. crushing, grinding, cutting and/or drillir;g may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and -irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hennann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este tidet de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicacion de credito): cualquier termino 'estandar, condiciones del vendedor, propuestas del vendedor y orden de confinnacion del vendedor (con limitaciones y garantias), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados-en caso de asi ser requeridos. Con este documento, el comprador acepta los misn:'�s ya antes rnencionados y que las cantidades y materiales fueron entregados como se expresa en el m.ismo. Acepta pagar el monto de acuerdo at contaato; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaniler a, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a coal puede contener mas de 0.025% de silicio crystalino. Peligros: Me2cla de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o pertoracion puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura edlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad• La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, i.rritacion o g quemaduras en la nariz, garganta y pulmones. Acudir ininediatamente at medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si is irritation continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900. V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.ceme),usa.com. Ccmcx - 5576QW972 J Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: trt R,.) CONCRETE l.�J ST .Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Project. P.O. Number. Order P.O. Number. w. Map Page: Map/Row/Column: Dispatcher: Ticket Number: ',i',•I ;itSu f ' Due On Job: Slump: Truck Number: Driver Number: Driver Name: !, t it 1.j t.'er'`' .' 0 Ct!'i i.'i2 RPY N1? !. rUse: _�',iC%• r_, i r i ',6i LOAD QUANTITY CUMULATIVE QUANTITY ORDERED I i QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT rEG 'u:i.F • C.EL '-ur�f_ I-��,•,`r�t:Jte Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: RECEIVED AUG 27 2013 Notice: Our drivers will make every effort to place materials v Company assumes no responsibility for damages inside curb or terms of sale and delivery and accepts concrete as is. Due to control after delivery, this Company will not accept any respons6 returned concrete. Buyers exceptions and claims shall be deer within one business day after the receipt of materials. I 68UNIVERSAL PREV TIMF,. WATER ADDED: Y / GAL YARDS IN DRUM: I v WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: /1 ❑ LOAD us' mer designates, but the SPECIAL TI red Customer agrees to the is no longe/ factors which are out of our may be qaz finished results. No credit for unless made to us in writing safety handli AUTHORIZE O (.l INVOICE 2 SIGNATURE 3TED BY: water added is at customers own risk. If water is added on job, concrete strength WARNING: Product may cause skin and/or eye irritation. CAUTION: Material ur safety and health. Please refer to the backside of this ticket for important nand to the material safety data sheets for additional information. 17-A t-.0P0 NUN- This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmat including limitations of warranties), as if fully set forth on this Delivery Ticket (") ement' ). Seller will provide the Standarc ms and Conditions upon request. Buyer agrees that, unless otherwise noted on the ..-..t hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in. accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic .rock, sand, gravel, find other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone,. dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions.', Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling; crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled.. m' If ingested, keep war, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of arm -no - ma. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild scrap and water after handling. Avoid breathing dust. If exposed to: dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh' air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al. comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fucron entregados como se expresa en el m.ismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolon-fita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregado5 como piedra caliza, dolomita, gran.ito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos,'quemaduras en piel y Ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener. materiales.. sili.cos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion p quemaduras en la nariz, garganta y pulmones. Acudir .inmediatamente al medico. El riesgo enla salud depende en• la duraci6n y el nivel de la exposici6n. Seguridad: Ev.ite el contacto con ojos y contacto prolongado con la piel. Use &dritesi,, protece.i6n•en Io§,ojos y ropa Primeros adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despues del manejo de mater ales.-Evite inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. P.rimeros auxilios: En caso de contacto en los ojos, inmediatamente .fluya agua err la par.-te afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion contimia. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1-900 V7 combinado Houston, Texas 77024 02/12 Para mas informaei6n visita www.cemexusa.com. I/ 01/09/2013 00:25 7728787656 WYNNE BUILDING —j)MP PAGE 01'/04 4 J. /N�Iu Professional Insulators of South Florida FTC fsulation Installation Certificate To: St. Lucie County Date. September 4 2013 Re: Lot/Block: Address: 9 El Camino Real Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X .A.lumluum Foil R-Value: fi-4.1 Rigid Roard Polystyrene Other Exterior (frame walls) have been insulated with: Spray -ova Cellulose Thickness in inches: Ifiberglass Blankets Manufacturer: Rock Wool )Blankets Density: Aluminum Foil R-Value: polyurethane Other 2. Ceilings (rear porch) have been insulated with; Spray -on Cellulose Thickness in inches: 10.375" Fiberglass Blankets Manufact kp%.A VT Vol Blankets Density: ]Other iberglass Blown R-Value: R-30 Cellulose Loose FiU Ceilings have been insulated with: A' Fiberglass Blankets Thickness in inches: 1.5" Fiberglass ]loose Fill Manufacturer: Knauf stock Wool Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other 3. interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area bave been insulated with: Reelk Wool Blankets Thickness in inches: 3.5" K ]Fiberglass Blankets Manufacturer; Knauf Spray -on Cellulose Density: Polyurethane I2-Value: k-11 Other ,�•' •e,,, • 5. The following have been insulated: �'��.•' '-• c Com Mtn WYNNE Bui xm CoRP Professional insulato _ .So inns. 10 General Coutract/Builder Insulations • g �ti` a. 07/15/2013 10:49 772878�'«6 WYNNE BUILDING,!-^tiRP PAGE 04/04 Date:. St. bade Comty Building & •Zoning. Joepartmeut 2300 Vix gi*a A.ven'ue FOrt*Fierce, FL 34082 77Z462-2165 Fax 772462�6443 Request for 30-Day Temporary Power Release Permit Number: �02 OTI Property Address: ` THE UNDERSIGNED HERP$Y:REQUEST RELEASE Of )ELECTRICAL POWER TO THE ABOVE DESCRT3FD. PROPERTY, FOR A PERXOD NOT TO EXCEED T T'Y (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND:EQU.I]PMENI' IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1, This temporary p(jwer re ease is reqI e • or the above , and there will be no occupanfcy of any type, other than that permitted by construction daring this tim6 t)eriod. 2. As witness by our signatures, -we hereby agree to abide by all terms and conditions of this agreement, inchuding Building Division Policy, which is incorporated herein by reference. 3. All conditions and requiremeats listed in the attached document entitled ' equiremeuts for 30 Day Power for Testing"• have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power -may be removed from the site andlor a Stop Work Order issued if the Final Inspection Naas not beenn approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBYRELEASE ,AND AGREE TO IiOED HARMLESS, ST, LUCIE COUNTY, AND THEIA EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF RECEIVED JUL 15 20�� DUNKELBERGER � engineering & testing, inc. S'_ Density Test Report Project Name: Spanish Lakes Phase I Address: 9 El Camino Real Project Number: PSL-09-3011 (BG 10.1) Permit No: 1303-0207 Date Tested: 5/15/2013 Client Name: Wynne Building Corporation Technician Initials: JL 8000 South US 1 #402 Report Date: 5/15/2013 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) ,: Laboratory Proctor ;. ,_ . �' .. � Field Tests Maximum Dry Density (Pc) Optimum Moisture (%) Dry Density (Pef) Cone Resistance (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) - Test Results 1 12 107 12 109.5 --- 9.5 95 102 Pass 2 12 107 12 108.8 --- 8.0 95 102 Pass 3 12 107 12 108.0 --- 6.8 95 101 Pass Type of Field Density Test: ASTM D 1556 ASTM D 6938 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) Nuclear Gauge Info: Gauge No. 36817 Daily Standard Count: Density: r ASTM D 2937 AASHTO T-99 (ASTM D 698) 2089 Moisture: 712 ;.,'Test Soil T e yp `Elevation Test Loc:Won 9,EI`Cammo';Real 'Structural Fill . t. 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: F NGVD r M SL P Other: Inches below top of final fill Soil+Tv.Ue 1 Structural Fill RECEIVED MAY 2 0 2013 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Backlill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade David T oun Strom 066yan Zheng, P.E., PhD 9 Base Course Senior ' roj ct anager FL Registration No. 68330 10 Other: I The original of this report was signed and sealed by the registered engineer in acLdnce with Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10. 1) Progress Report PR 41 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-775 ; P0. 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 June 5, 2013 1302-0270 Trust Construction 1104 Fleetwood Lane Fort Pierce, Florida KSM JOB # : 130917-1 d/ES/km RECEIVE® AUG 01 W3 126d- 6209 ITEM TESTED Compacted Founation Fill for Addition TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 2. Center Soil Description: Brown and Gray Sand In Place Moisture: 9.9 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 115.4 P.C.F. 0" - 121' of @ Test Locations The Density & Penetrometer Readings Indicate the De r I%jj ompaction Meets ,�o gwd for Su 44 110.8 115.4 96.0 50 110.1 95.4 97.7 n to Natural Grade. T f I I I I I 115.0-I-----f- --I--- I -------f-- - P I I I I I I I C I I I I I I I 114.0------•---- --- ------ - — •---- F I I I I I I I I I I I I 113.0-I----1----I----I--- a---�- — E---- D I I I I I I I R Y I I I I I I I 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight ie County Building Department @bellsouth.net Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 _•._-_ - .__ - / � 1st - ^' - -' � — _ _ . ` 1 �� Planning & Development Services Building & Code.ltegulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: ` 0-10-7 JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: _'E�ic� fK PEST CONTROL LICENSE #:l'TS`I 1,10y, \Cl1-ec�wz'�r) LA CAA Q\e(ce�_ We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 100 Chemicals used: in f 10 Percentage of solution: >O[_ re Total gallons used: /b Date of Treatment: 7- X51—t _ Time of Treatment: a Footing Slab 1st Treatment 1st Treatment Re -Treat Re -Treat ®� �® Driveway Pools ?®% 15"t Treatment 1st Treatment Re -Treat Re -Treat Other Perimeter for Final Inspection 1st Treatment Re -Treat Sig ature of Ext minator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled 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 shall 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 usep,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. 26-MAY-2013 02:30 FROM:SOUTH 7— `3T 7723446042 • IT oil n Pbm% FL FM 7, GuMmultMif 9= Ti Pmmrr 2 L�;�,8Un.DEFVG0NTPACMR' PESrC0klTRQLC0 NTRACrOR ► Ad 7W PESr CONTROL UCENSL9 f2Z Woo dwwwwArA4 hwovarweat"Wil"ll -:, 1 11 1 'ft IV Mmwf%mw IN um m N Pow, Gcfm*gk;m-. 0.4 ,i Towgmmw OTrambrimt :-j At* M&watW&. IWO"" Walpio Locu *W"r"uk" RW tm fint ft, C% T 4626443 P. 1/1 ft.:' " bopuffm d', plow F� p & MMI.Amomp"Wamw AM$ AN mdw ra be Pk" c" RECEIVED MAY,28 2013 be roxg IQ cq Awe i� 1. mv WpnL sialp ff—Ir"ww" PRO mp AV mqnbu apmcb �ft� *Wp- FWA IV coop 410WXCO JMd :11-MMUROD *IOXWM l9d W--, zam tMY, 1.1ml-W V-Vow JOE 0 --,"-I'SUOD Hinos:wMIA 02:SO 2To2-9nu-o2 7-OCT-2013 02:26 FROM:SOUTH '7)n7T 7723446042 TQI�,,1626443 P.1/1 CERTMCATE PEmrr J,- BUILDEFYCONTRACMR: PESrCONTROL CO PEFr CONTROL UCEqSg *t- - Mo 95 VV% vo uroffs4r94 Isby a.rtlfy twtvW.IA" mAftmMl Wth tft�,' squam to* If am b "It I ryyj�/ ,4.7� tdmKrbW=rabucdw.far taTruftiont sr* P"VWW. aw bapsedw Aftir JMAPAF~47.jbf 01 ISOM-1 WON plilv barrel IlV%,W�WS4XWArMffpPll'r MWPWW*I-1 4F qww now r ow** 7A@TM*Mwt L.04 Arew V001IM74AW ANN "W4 Mob tog AP I gad Im 8 *Wkbwmnwge :11 Ar SM4 aw cftw &W&MW St Luck QmftnqfAk" ftotm*ftffhwp.g•ll for c%,s Stkbw 00 to Pk=o cn RECEIVED OCT 07 2013 �E e St. Lucie County Building -& Zoning 2300 Virginia Ave F�pRlp. Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation willbeusing the following sub -contractors for'the (Company/Individual Name)) project located at Ok (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19464 RC29027087. Gas �. SRC. `'M_:_�Q®M PERMIT ISSUE )DATE: NUMBER: . ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT •'`�OR10p' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractoi Certification Number: o(0�� State of Florida Certification Number (if applicable): d0 n !3 % 67 - 4- LJ E !e c he 1^c , . n( (Company Name/Individual Name) have agreed to be the e !e c f ri c a l sub -contractor for 1 1.d1 U a D r CO(P - (Type of Trade) (primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: '7 7a — (R 4/— to' 4 to email: OFFICE USE ONLY: PERMIT # ISSUE DATE COUNTY F L 0 R I I3 A PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #} It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED i Wade Case SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Lindquist Plumbing & Supply co Inc. _- 3185 Sneed Road Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com nU1 Y1-- TTQlP' "NT ,V V1'1'1�•.• v►iy v PERMIT # ISSUE DATE M • k_ �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F�OR1�P BUILDING PERMIT. SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: q 2 As State of Florida Certification Number (If applicable): CA C (l 2 4 3 7 9 Comfort Control of st _ Lucie County. Inc, have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry Zimmerman G PRINT NAME DATE Business a e: Comfort Control of St. Lucie County, Inc. 5 Address: City/State/Zip: Phone: (772.)785-901 0 email: OFFICE USE ONLY: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P ' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (If applicable): R C 2 9 0 2 7 0 8 7 Ti-ea.cm-rim rna st Rnnf i nq , r.r.0 have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at C�\ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED ,J J/�� Brian Maloney SIGNA PRINT NAME Business Name: Treasure Coast Roofing, LLC Address: .. 181 h s w R i l t m o r e St- ' City/State/Zip: Port St.' Lucie, FL. 34984 .Phone: (7 7 2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LAINDS AFFIDAVIT I, the undersigned, am the owner of the following described property:q Part of 3414-501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Perrn.it. 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 .Im.mediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development o this property, t. Lucie County :is ' i .t i nor liable to provide for, or maintain in any form, adequate drainage off my prop ec ty which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name Date STATE OF FLOR.IDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THTS 4th DAY OF Marry. , 201 q, BYMatthew Lyle Wynne WT40,S ERSONALLXKNOW OMEORWNOI-IASPRODUCCD AS IDENTIFICATION. j Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SCAL) NOTARY PUBLIC TITLE c I _*. *^ SUSAN MAGEE b1Y COMMISSION # EE 037286 EXPIRES: February 23, 2015 �F d?••`' Sonded7hruNotaryPublleUnderr+niters COMMISSION NUMBER } Planning_8 DevelopmenE Seryies ' Building & CodeRegulation Dlyislon 2300 Virglnia-Avenpe ,'Fort Pierce; FL. .34982. Phone:(772)462-2 Fax:(772)462-6443 PROPERTY INFORMATION Address: 9 El Camino Real City / State / Zip: Port St Lucie, FI 34952 Parcel#: 3414-501-1701-000/9 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0207 Permit Type: Building Residential (SFR) CONTRACTOR INFORMATION REVIEW COMMENTS Page 1 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Block: Stories: Automatic Sprinkler System? No Contractor Name: Matthew Wynne Fax Number: 772-878-0224 Business Name: Wynne Development Corp Business Addr: 8000 S Us 1 Ste 402 Email: Sue@Spanishlakes.Com City / State / Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Tvpe Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Angela Huff 3/14/2013 3/14/2013 Comment: NOTICE OF COMMENCEMENT Front Counter Review Complete Angela Huff 3/14/2013 3/14/2013 3/14/2013 Comment: (lan:sExaminer Review Incomplete Ed Roseberry 3/26/2013 3/18/2013 Comment: Engineer revising truss connector on GRB girder, location 12, to meet uplift requirements. To be reviewed by Plans Examiner Complete Ed Roseberry 3/26/2013 3/26/2013 Comment: To be reviewed by Zoning Complete 3/18/2013 3/18/2013 3/14/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/1812013 3/18/2013 3/18/2013 Comment: G Band- e! Date A CORRECTION LIST Code No. DESCRIPTION Section ISBN 978-1-58001-951-4 91111111111111g111111111111111 INTERNATIONAL CODE COUNCIL° 06/10 CORRECTION LIST No. DESCRIPTION Code Section -2- NOTE: Entries to this Plan Review Record that e a field check or Inspection of the Installation must be cocrdima' � ,'h the inspection phase (R109) of the project. BUILDING PLANNING (ghapter 3) DESIGN CRITERIA (Table R301.2(1)] _', (V Two-family dwelling separation (R302.3) Floor live load (Table R301.5) psf welling unit penetrations (R302.4) Roof live load (Table R301.6) 3-7 psf Ground snow load A%I �� psf Dwelling/garage opening/penetration protec- tion (R302.5) Basic wind speed V mph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) Seismic design category (SDC) [Figure R301.2(2)] lV SDC C&D provisions (R301 ?.2) All Weathering Frost line depth NIP Termite area Decay area gw Winter design temperature Ice barrier underlayment required WV 1 Flood hazards All 9 FIRE-RESISTANT CONSTRUCTION (R302) Townhouse separation (R302.2) Continuity and structural independence (17302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) 1141ame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) _;_,,�Flame spread/smoke-developed R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, ,R302.10.4) Fireblocking (R302.11) Draftstopping (R302.12) 1-1 Combustible insulation clearance (R302.13) Use Area ftZ Width Average ceilin t Minimum Natural* li ht Natural ventilation* Living 120 7'-0" 7'-0" —ceilincit 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light j 6'-B" min.at plumbing fixtures and for non -habitable basements. V-/Required heating (R303.8) SANITATION (R306 and R307) IO Water closet Lavatory Tub Tub or shower Kitchen area with sink WXSanitary sewer (Chapter 30) _4,-"' Private disposal (Appendix 1) GLAZING 308) Identification (R308.1) r v i i2 Louvered windows or jalousies (R308.2) _Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGE AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) here required (R310.1) Areas, height, width, operations (R310.1.1 - R310.1.4) Window wells (R310.2) Ott Bars, grilles, covers and screens (R310.4) �I Under d k d h R310 AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) AAATownhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) i/ Referenced standards (R314.1, R314.2) l i/ Location and interconnection (R314.3) �Power source (R314.4) CARBON MONOXIDE ALARMS (R315) New construction ,(R315.1) !V/ Existing construction (R315.2) Referenced standard (R315.3) ec s an porc es ( 5) FOAM PLASTIC (R302.8, R316) MEANS O EGRESS (R311) Labeling (R316.2) 7,-C neral (R311.1) Surface burning, thermal barrier, specific gress door R311.2)approval (R316.3 - R316.7) Landings at exterior doors (R311.3 - R311.3.3) _ Vertical egress (R311.4) Construction and attachment (R311.5) 1.,/Hallways (R311.6) Aa Stairway width, headroom, walkline (R311.7.1 I - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1 - R311.7.7.3) Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R31.1.8) GUARDS (R312) Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) DECAY AND TERMITE PROTECTION (R317 and R318) Protection required (Table R301.2(1), R317.1, / R318.1) 1/ Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General and referenced standard (R323.1) i FOUNDATIONS (Chapter 4) MATERIALS (R402) Concrete foundation walls (R404.1.2) Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - '� Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] FOOTIN (R403) Soil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but:5 footing thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 / and R403.1.6.1) __A Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment / (R403.1.6) Footings adjacent to slopes (R403.1.7) ns Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(4)] Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) i/ Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) R407.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)' LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 Conventional II ht—frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fully grouted masonry 1-sto ry 16 12 12 12 2-story 29 21 14 12 3-Story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UND FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) "-Removal of debris (R408.5) Finished grade (R408.6) IV114 Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) IV [ Species and grade (R502.1) Grade (R503.3.1) Joists — Sleeping areas, LL = 30 psf Thickness (R503.3.2) [Table R502.3.1(1)] Installation [Table R602.3(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) LUMBER. FLOOR SHEATHING (R503.1) Y t Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4' gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) STEE FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRET- FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength z (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" 506.2.1) Base course: 4" graded with 2" maximum Zaggregate (R506.2.2) ,Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) W WALL CONSTRUCTION (Chapter 6) GENERA (R601) esign (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOOD CONSTRUCTION (R602) s/Construction (Figures R602.3(1) and R602.3(2)J Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) �nterior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) ling and notching — studs (R602.6) grilling and notching — top plate (R602.6.1) R602.7.2 and Figure R602.7.2] ireblocking (R602.8, R302.11) C I walls (R602 9) �npp e 1/ Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - ____ZR602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STE L VVALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) I/ Wood structural panels (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) Unit masonry (R607) routed masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 = R611.10) EXTERIOR WINDOWS & DOORS (R612) _General; window sills; performance; testing and labeling ' (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) A, l �tTRApplicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTE IOR WALL COVERING (R702) NIA Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and fastening (R702.3.2 - R702.3.8) Ceramic the (R702.4) �:MOther finishes (R702.5 and R702.6) EXTERI WALL COVERING (R703) Water -resistive barrier (R703.2) ood siding (R703.3) 1/ Attachment and minimum thickness (Table R703.4) Wood shakes and shingles (R703.5) Exterior plaster (R703.6) ' Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/8' corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) l/ Design (R801.2 and R801.3) / !� Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) W -retardant-treated wood (R802.1.3) ming details (R802.3) er tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802:3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802:8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEI G JOISTS [Tables R802.4(1), R802.4(2)] AIIA Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) Grade y Thickness. FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) t \� CHIMNEYS AND REPLACES (cont'd.) Changes in dimension (R1003.6) 6. Ch' ne clearance (R1003 i dditional load (R1003.8) Termi 'on (R1003.9) Spark arresto 1003.9.1) Wall thickness; ? 4" ( 03.10) Flue lining - material/installatio 1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) 3.14) Flue area (ma fireplace) (R1003.15) Inlet ( 03.16) eanout opening (R1003.17) im y Fireblocking (R1003. Chimney cri s (R1003.20) FACTORY B FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Ilation (R1005.3 and R1005.4) EXTERIOR AIR SUP R1006) Intake size (R1006. 006.4) ENERGY EFFICIENCY* (Chapter 11) Z'Compliance;ienvelope N11 2 material and equipment wl� ng ( / ) /AI44n4 17 A144n4 121 Climate zone (Table N1101.2) V *See energy conservation plan review record MECHANICAL (Cha ers 12-23) Appliance labeling (141302, M1303) Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Application (G2401.1) _! �Appliance ral reu(G2404) loc�ationG Air requirements(G2 Install G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) (Vllq Clearances G2409 and electrical bonding (G2410, G2411) Pipe sizing (G2413) PiAina ma 414) -10- FUEL AS i(cont'd) g installation (G2415 and G2419) Venting (G2� Piping support Misc appliances (G2423, G2425, G2430 - Valves, controls, c 2420, G2421 G2453) PLUMBING (Chapters -33) Water service location and depth (P2603, Sprinkler coverage P2604) (P29042.4) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) Piping materials (P2904.3) Flow rates (172904.4.1, P2904.42) Water supply capacity (P2904.52) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) NFPA 13D system (P2904.1) Backwater val,.es(P3008' Temperature rating Fixture traps (P3201) (P29042.1, P2904.22) Storm drainage (Chapter 33) Freezing protection Penetrations of fire -resistance rated assem- (P29042.3) blies (R302.4, R302.5) ELECTRICAL (Chap 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, . E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Required branch circuits (E3703) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) Feeder requirements and load calculations (E3704) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) t R102.5 ✓ m liance with Appendix F verified Provisions adopted ( ) Co p pp SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Pro ' o ted (R102.5) Compliance ppendix G verified PATIO C alERS P dcp ed (R102.5) Complianc�With ppendix H ven i PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) V Com liance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) 171 t dd (R102.5) Compliance with_4W SOUN Provisions adopted (R102 5) MISSI K) verified with Appendix K verified E DAY CARE-11-3 OCCUPANCY (Appendix M) P isions adopted (R102.5) Compliance with Appendix M verified -12- Lumber design values are in,accordiance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 0 RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Bllvd..� 62' GRAND CTA�a7 6IT 1FV-V1VH PORCH Model Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.3 + Wind Code: ASCE 7-10 [All HeighII Floor Load: N/A psf Roof Load: 37.0 psf Wind Speed: 165 mph This package includes 13 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Name I 1 1 T4515751 I A5 18/30/012 12 I T4515752 I A6 _18/30/0121 13 I T4515753 I A7 1 8/30/012 I 14 I T4515754 I A8 1 8/30/012 I 15 I T4515755 A9 1 8/30/012J 16 1 T4515756 1 A 18/30/012 I 17 1 T4515757 1 G RA _ 1 8/30/012 18 I T4515758 I GRB 18/30/012 I 19 I T4515759 I J2 18/30/012 I 110 IT4515760 J J4 1 8/30/012 Ill I T4515761 I J6 18/30/012 I 112 I T4515762 I J8 1 8/30/012 I 113 I T4515763 I KJ8 18/30/0121 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 My 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. `%.%V11111111111�' :.`AENS�B9�i�r 0 'r r 13 '. S TAT E OF 14/ FL Cert. 6634 August 30,2012 Albani, Thomas 1 of 1 1 4 A.. 1 Job Truss fuss Type Qly Ply 62' Grand Carlton III with porch M11323 AS SPECIAL g ' 1 T4515751 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Au 30 10:32:34 2012 Page 1 I D:2GIScwwyY5hnGhXVARzU kuyu FUM-mABLNrUK3EDA63JJW Ny4kl�aoCh5h Fm4NFtMlcfyit7x Tt-0-0 7-8-5 10.6.4 17-0-0 20.48 26-4-0 34-0.0 $5 0 0 1-0.0 7-8-5 2-9-15 6-5-12 3-48 5 11-8 7-8.0 1-0 0 Scale=1:59.7 4.00 12 5x8 = 6 2x3 II 2x3 II 4x6 4 7 3x6 5 2x3 = 4 8 3x4 3 9 5x10 = 2 14 ;i1 tOx10 = d 10 ti 4 13 0 12 3x6 2.00 12 7x12 = 2x3 II 10-6-4 20-4-8 26.4-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets X,Y : 2:0-8-0,0-1-4 4:0-3-O,Ed e , 10:0-3-14 0-1-8 13:0-6-0,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 VertL -1.19 13-14 >336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(rL) 0.39 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:171 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 10-13: 2x4 SP M 30 WEBS 1 Row at midpt 6-14 WEBS 2x4: 2 4 S *Except* 6-1 MTek recommends that Stabilizers and required cross bracing 6-14: xSP M 30 be installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Installation guide. Max Horz 2=166(LC 7) Max Uplift 2-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4— 5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8— 2310/1411. 8-9-2368/1397, 9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13-1519/2823, 10-12-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14-1785/3313, 6-13=-254/513, 9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. A eeeel 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; `%w� PS q , .. 4e /,� Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent live loads. ``% �\V` ,� \ G E /� S, • • • with any other 4) ' This truss has been designed A` •' •• `%. 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. /' O 39380 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/iPI 1 angle to grain formula. Building designer should verify * :• �•f/" `� _ /` ' capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. "Semi 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •. LOAD CASE(S) Standard p R ieeees�O N A` FL Cert. 6634 August 30,2012 A ......�_a..�.. F•.•••-..••'••-,.~.I ••• eery aeswyz parame ers and HEaD num on i Bib AND jiycL uDED jen Design valid for use only with MTek connectors, This design is based only upon parameters shown, and is for on Individual building component. ■! Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bradng shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the erector. Additional permanent bracing of the overall structure is the responvbility, of the buildingV ding designer. For general guidance regarding f� p I 1 U fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component Safely Information available from Tnrss Plate Institute. 781 N. Lee Sheet Suite 312 Alexandria, VA 22314. 6904 ParkeEast Blvd. East If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Tampa, Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL 1 1 T4516752 Job Reference (optional) Cham-hers Truss Inc., Fort Pierce FL 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 i &Tek Industries, Inc. Thu Aug 3010:32:35 2012 Page 1 ID:2GIScwwyYShnGhXVARzUkuyuFUM-ENliaBVygYL1 kDuV45TJHm6x84QN_AIWUX6195yii7w 1-0 8-11-11 16.0-0 18.0-0 20.4.8 25-11-15 34-0-0 5.0 0- 8-11-11 7 0-5 2-0-0 2-48 5-7-7 8.0-1 -0 Scale=1:61.7 4.00 Ti- 4x8 i::: 4x5 zz 5 6 2x3 -Z 3x4 5x6 WB- 5x6 WB-- 34 78 5x10 = 2 14 9 ;it 5x12 II 13 10 N Im 3x4 = 12 11 US 7x8 = 2.00 12 2x3 11 ' 10-6-4 15.0-0 6-0- 20.4-8 25-11-15 34-0-0 10-6-4 45-12 -0- 448 5-7-7 8.0-1 Plate Offsets X Y : 2:0-8-0 0-1-4 3:0-3-O,Ed a 7:0-2-7,Ed e , 9:0-3-14,0-1-8 , 12:0-4-0 0-2-13 14:0-5-9 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 CDL 7.0 f u be BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 174 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' MTek recommends that Stabilizers and required cross bracing 5-14: 2x4 SP M 30 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2_ 816(LC 8), 9= 816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 5444/3094, 3-4— 5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=-2292/1373, 7-8= 2300/1351, 8-9— 3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=-1039/2147, 11-12= 1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920, 5-13=-373/161, 6-13=-188/550, 8-12=-822/564, 8-11=0/309 NOTES ,11111111111111'' `��.t� P.S A <� ��i� 1) Unbalanced roof live loads have been considered for this design. ,�� Q\�',• • G E•�/ ' • 2) Wind: ASCE S�`••9/J� 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6tt; Cat. 11; e �`�.•• �,� �� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide drainage 0 3 9 3 8 0 adequate to prevent water ponding. - __-'_- - _ e: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This 5) 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�1- will fit between the bottom chord and any other members. r� 6) Bearing at joint(s) 2 considers to ANSUTPI 1 formula. Building parallel grain value using angle to grain designer should verify TAT E' capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing 816 lb uplift 2 816 lb i Qom'.• A, • �� plate capable of withstanding at joint joint 9. and uplift at 'Semi 8) rigid pitchbreaks.including heels" Member end fixity model was used in the analysis and design of this truss. • • `C% �� ' `. LOAD CASE(S) Standard ""'III AI'll" FL Cert. 6634 August 30,201 Design valid for use oNy 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 is for lateral support of individual web members only. Additional temporary tracing to insure stability during construction is the responsibility of the erector. Additional bracing the buidesigner. For � n 01y e k permanent of overall structure is the responsibility of the general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1Pi1 Quality Criteria, DSB-89 and BCSI Building Component V 1lding 1 Safety Information available from Truss 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 SPIB. 6904 Parke East Blvd. Tampa, FL 33610 r Job - Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4515763 ` M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 3010:32:35 2012 Page 1 ID:W SJgpGwalPpeur6hk9UjG5yuFUL-ENIjaBVygYL1 kDuV45TJHm6ze4Qk_7xWUX6195yii7w 1-0• 8-10-10 14.0-0 20.0.0 25-11-15 34-0.0 5-0- 8-10-10 5-1-6 6.0.0 5.11_15 8.0-1 -0- Scale=1:60.7 5x6 5x6 = 4.00 12 4 5 El 2x3 -Z�- 3X4 3 6 5x10 2 11 7 �1 sxto II @6 IC, 10 9 3x6 7x12 = 2x3 II 2.00 12 - 10.6-4 14.0-0 20.4-8 25-11-15 34-0-0 10-6-4 3-5-12 6-4-8 5-7-7 8.0-1 Plate Offsets X Y : 2:0-8-0 0-1-4 , 7:0-3-14,0-1-8 , 10:0-6-0 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 Rep ress Incr YES WB 1.00 Horz(TL)a a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 164 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-10: 2x4 SP M 30 MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 4-11: 2x4 SP M 30 Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2— 816(LC 8), 7= 816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6= 2343/1400, 6-7= 3033/1714 BOT CHORD 2-11=-2831/5183, 10-11— 1412/2782, 9-10=-1507/2803, 7-9=1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10=-813/405, 5-10=-172/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 61I I I I CIO 2) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52tt; L=34ft; eave=6ft; Cat. 11; `�� ot•� A. Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� _ A PS, �9 3) Provide adequate drainage to prevent water ponding. 0\`,r•,• `(, E N S ' • 00 �•,� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ``� : 4`�.• �C` /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 !3 will fit between the bottom chord and any other members. joints . N 0 9 3 8 0 * fP '� 6 Bearingat 2 considers parallel to rain value using ANSVrPI 1 angle to rain formula. Building designer should verify O P 9 9 9 9 9 9 hr 4 r /`� t1 capacity of bearing surface. — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at + joint 7. l ATE 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .:�1:1 O •, LOAD CASE(S) Standard oo,T�,T4 p R O P ••��%�� FL Cert. 6634 August 30,2012 . cy' y es:yn arametens an . Design valid for use only with MTek connectors. this design is based only upon parameters shovm and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of balding designer -not fnus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility, of the Additional bracing the is building designer. For MiTek' erector. permanent of overall structure the responsibility of the general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and SCSI 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 06101/2012 by ALSC or proposed by SPIB. TO - I ruse Truss Type Qty Ply 62' Grand Carlton 111 with porch Mt1323 A8 SPECIAL 1 1 T4515754 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 30 10:32:36 2012 Page 1 I D:W SJgpGwal Ppeur6hk9Uj G5yuFUL-jZJ5oXVabsTuLNTido_Ygzf98Un2jeFfiBrrhXyii7v -1-0- 8.8.4 12-0-0 15-8-4 20-48 22-0-0 24-8-12 34-0-0 5-0- 1-0- 8-8-4 3-3-12 3-8.4 4-8-4 1-7-8 2.8-12 9.3-4 1-0- Scale = 1:60.7 5x6 = 3x4 2x3 11 5xl0 Zz = 4.00 rl2 4 14 5 6 15 7 2x3 2x3 3 8 Ci 5x10 = 13 2 9 6 8x10 II 10 rn Im 0 12 11 3x6 2.00 Fl2 7x12 = 3x4 = 10.6-4 20.4-8 22-0.0 34-0.0 10-6-4 9-10-4 1-7-8 12-0-0 Plate Offsets X,Y : 2:0-8-0,0-1-4 7:0-5-0,0-2-0 9:0-3-14 0-1-8 , 12:0-6-0 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.19 9-11 >336 240 BCDL 10.0 Code FBC2010frPI2007 (Matrix) a Weight: 171 Ib IFT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathin g directly applied or 2-2-0 oc puriins. BOT CHORD 2x6 SYP No.2 -Except- BOT CHORD Rigid ceiling directly applied. or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Harz 2=117(LC 7) Max Uplift 2=-816(1_C 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-548M092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15— 2457/1512, 7-15=-2457/1512, 7-8=-2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=-1153/2374, 9-11 =-1 467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12= 252/222, 7-12= 2971322, 7-11=-276/705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. t l l l f I fit 2) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ill; `jt, A 'I,'s Exp Q Encl., GCpk0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,`�� PS q `� • •.... • �e -%� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom • `% 0 . •' � c E N S • • q % •'.• a psf chord live load nonconcurrent with any other live loads. ♦ F 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 Z •, - �% will fit between the bottom chord and any other members. ///N o 3 9 3 8 0 = --. -•—': 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify _ �� capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at n ..... �`:rCC Z joint 9.AT "Semi E ��"` ' � 8) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. '.• ' LOAD CASE(S) Standard ��C` �`-4 O R �'�sSDO N Aa %`. . FL Cert. 6634 August 30,2012 - WAIUVING - Venry aesign pararnetetis an t, a 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 respombility, 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 isthe responslbillity of the erector. Additional bracing the designer. WeV permanent of overall structure Is the responsibility of the building 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 Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 31 Z 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 SPIB. Tampa, FL 33610 JOIT7, Truss Truss ype oty Ply 62' Grand Carlton III with porch M11323 A9 HIP 1 11 T4515755 Job Reference (optional) Chambers Truss Ina, Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 30 10:32:37 2012 Page 1 I D:_etC1 cxC3ixW?huls?ypJyuFUK-SIsT?lW CL9blzX2uBWnMBCTkuDVS2GpyrbPDyii7u 0-0-0 6-7-15 10-0-0 15-2-14 20.40 24 0 0 27-4-1 340 0 35 0 0 1 0 0 6 7 15 3-41 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 pt 0 Scale =1:58.7 4x4 3x4 2x3 II 5x10 = 4.00 12 4 16 5 6 17 7 2x3 -Zz 2x3 i 3 8 d. �1 2 9 10ft2 0 3x4 = 15 14 13 12 11 3x4 = o 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 10-0-0 20-4-0 240-0 340-0 10-0.0 10-4-0 3-8-0 10-0-0 Plate Offsets X Y : :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 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCDL 10.0 Code FBC2010/rP12007 (Matrix) orza a - Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2xI'SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=-910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1216/687, 3-4=-882/468, 4-16=-801/463, 5-16= 801/463, 5-6— 378/797, 6-17=378/797, 7-17=-378f/97, 7-8=-89/270, 8-9= 312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13= 244/271, 11-12=-244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15— 256/643, 5-13=-1191/752, 6-13= 263/230, 7-11=-158/383, 8-11=-424/384, 7-13=-818/443 NOTES , tI t 111111111 2) Unbalanced roof live loads have been considered for this design. �� A. Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; PS ee , , ... i� e-9 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 • ,•'� G E N s+' • �i �•,, 3) Provide adequate drainage to prevent water ponding. ,ee A`Xl .• �` ifs 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. 74O 393 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at 7 joint 9 and 9101b uplift at joint 13. 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i •� T • 4; .��•.��R`.QPC�=`. ��;-*,SoO N M- � ,No 1/1111/11 FL Cert. 6634 August 30,2012 � - VerVy clesign param Crs an 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 truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding A 1 V I by ak fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Crileria, DSB-89 and BCSI Building Component Safety Information available from Tess 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 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 o Truss sType City Ply 62' Grand Carlton III with porch M11323 A ITrus COMMON 9 1 T4515756 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 3010:32:32 2012 Page t I D:a3B4 PavKnnZweXyJckSFBgyu FU N-go3ay9S3XdzStl9wOywcf7UaKtVSnts4oZteYmyi i7z �1-0-4 6-77-13 12-4-13 17-0.0 21-7-3 27-4-3 340-0 35 0 Q 7-0-0 6-7-13 5-9-0 4-7-3 4-7.3 5-9.0 6-7-13 1-0.0 Scale =1:57X 4.00 rl2 4x4 = 6 19 2x3 11 18 2x3 11 3x6 5 7 3x6 4 8 3x4 % 3x4 9 n1 2 10 711, !13 ;it • 3x6 % 17 16 15 20 21 14 13 2x3 11 4x6 = 3x8 = 3XB = 4x6 = 12 3x6 2X3 II 6-7-13 12-4-13 21-7-3 27-4-3 34-0.0 6-7-13 5-9-0 9-2-7 5.9-0 6-7-13 Plate Offsets MY): 2:0-3-14,0-1-8 , 10:0-3-14,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl Ud PLATES GRIP TCL'L 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >546 240 BCDL 10.0 Code FBC2010frP12007 (Matrix) Weight: 163lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathingdirectly applied or3-8-2 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP 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=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2= 166(LC 6) Max Uplift 2= 844(LC 8). 10— 844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4= 2656/1547, 4-5=-2606/1555, 5-18=-2655/1658, 6-1&z 2595/1654, 6-19— 2595/1654, 7-19=-2655/1658, 7-8=-2606/1555, 8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-1635/3008, 16-17— 1635/3008, 15-16— 1635/3008, 15-20= 928/1921, 20-21= 928/1921, 14-21=-928/1921, 13-14=-1635/3008, 12-13= 1635/3008. 10-12=-1635/3008 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=-600/407, 6-15=-523/891, 5-15=-313/304, 3-15=-599/407 6 / 11 1 / / ��0,' NOTES 1) Unbalanced roof live loads have been considered for this design. ♦,bpi ♦ I `♦♦♦ 2) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; �� , • • (, E N S • • e'9 �� Exp C, Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `ems 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ^3 •'%. 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 / 0 9 3 8 0 -_--• :-.--_!; ' I will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • �/ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at 10. joint 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �h-t-: , .� •`CC ->✓ (Ec/V e 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, 50 lb down lb '• ••.'c and and 29 up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. �� T Q� •� _ �� i•. Q \ 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). R \ •. �`♦� �i SS ♦♦ O N A- -,ON LOAD CASE(S) Standard , i0 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6= 44, 6-11=-44, 2-20=-20, 20-21=-50, 10-21=-20 FL Cert. 6634 August 30,2012 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 resporsblity of bolding 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 responsbllity of the E 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 !racing, consult ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component Mffak' Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. 6904 Parke East Blvd. Tampa, FL 33610 o - cuss russ ype Qty Ply 62' Grand CarRon III with porch M11323 A COMMON g 1 T4515756 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 3010:32:33 2012 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-1_dzAV rIlx5JUvk7ygRrCL114HrhWK6D1 DdB4Dy)i7y LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-43(F) 19=-43(F) ,116111111111/1,0 A �� '��J* PS O� • n�6 39380 ORk oO N A� 1��.e`'4111. FL Cert. 6634 August 30,2012 ..«.-. ...,.r...., M u WAIUVIAILr• t"jg aesign parame ens an Design valid for use only with MITek connectors. This design is based orgy 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 resportvbiility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding t1 H T 1V IB Ilk fabrication. quality control, storage• delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Parke 6904 Parke' Blvd. East If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, o Truss Truss I ype city Ply 62' Grand Canton III with porch • M11323 GRA HIP 1 1 T4515757 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 ANTek Industries, Inc. Thu Aug 3010:32:38 2012 Pa e 1 ID:_etCl cxC3ixVV?huls?ypJyuFUK-fyQsDCXg6Tlcbgd41D00vOkSulZxBaSyAVKy2;ii7t 1-0- 8-0-0 it-1-1 17-0-0 1 18.6-0 22-2-2 2%0.0 34-0.0 5-0- -0- 8-0-0 3.1-1 5-10-16 1-6.0 3-8.2 3-9-14 8.0.0 -0- (+) Top chord must be braced by end jacks, Scale=1:60.7 roof diaphragm, or property connected purlins as shown. 4x4 = 11 1 9 7x10 % 6 17 6xio 4.00 F12 4 4x6 19 3 = 13 5x 21 10 1 2 22 23 r V — . i.) , A L IC? o — — — — 27 26 25 24 4x4 = = 29 28 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = 8-0-0 11-1-1 18-6-0 26-0-0 34.0.0 8-0-0 3-1-1 7-4-15 7-6.0 8.0.0 Plate Offsets X Y : 3:0-3-8 Ede 21:0-3-8 Ede 22:0-3-10 Ed e , 24:0-3-8 0-3-0 27:0-3-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(Q -0.26 2-29 >489 240 orza a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 194lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins. 3-11,11-21: 2x4 SP No.3 Except: BOT CHORD 2x4 SP M 30 1 Row at midpt 8-21 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 18-26 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26=-1472(LC 8), 22= 648(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/309, 3-5=-358/948, 5-7= 616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16— 616/1259, tiA11 111 / 11I1�/ 'till] 16-18=616/1259, 18-20— 2145/1219, 20-21= 2145/1219, 21-22= 2236/1203, 6-9= 163/310, 9-11= 154/376, 11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26.27= 834/497, 25-26— 373/630, ee •' e � X �G E N S'• -9 �. �. 24-25=-373/630, 22-24=-1027/2068 �. •.' _ _F.•'••!li,-i WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=-766/630, 5-26= 501/320, 13-26= 918/612, �• 18-26=-2399/1452, 18-24=-825/1760, 21-24= 36/367, 4-5=-562/478, 19-20= 345/311, 39380 14-15=-509/387 NOTES 1) Unbalanced roof live loads have been considered for this design. :- 5 TAT E�, � • 2) Wind: ASCE 7-10;165mph (3-second gust) Vsd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft: B=52ft; L=34ft; eave=6ft; Cat. II; •• ' Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� T �• T Q` ; ' �� \ 3 Provide adequate drainage to prevent water ondin . ee q 9 P P 9 �i �•�'•. � R 1•�. 4) All 2x3 MT20 SS • ' ee indicated. e5) plates are unless otherwise i� �� This trussl with any er t ve loads. tr truss has been designed for a i load of 20.Opsf onthe bottom chord n all areas wheent 6) 'This rectangle 3-6-0 tall by 2-0-0 wide re e a will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 1 FL Cert. 6634 8) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 30,2012 Delign valid for use only with Weir connectors. This design Is based only upon Applicability of design parameters and proper Incorporation of component isi is for lateral support of individual web members only. Additional temporary br erector. Additional permanent bracing of the overall structure Is the responvT: fabrication, quality control, storage, delivery, erection and bracing, consult A! Safety Information available from Tnrss Plate Irutthde. 781 N. Lee Sheet. Suite 3' If Southern Pine (SP or SPp) lumber is specified, the design values are those effecth shown, and is for an Individual building component. of building designer - not truss designer. Bracing shown re stability during construction is the responsibillity of the Acting designer. For general guidance regarding lity CrI1eria;DSB-89 and SCSI Building Component by SPI9. 6904 Padre East Blvd. Tampa, Fl. 33610 M11323 IGFIA IHIP I1 1 I 1 I, T4515757 unamoers 1 russ me., t-on riame n. wq—d Hun: 7.340 S Fen 24 2012 Pnnt: 7.350 S JUI 1B ZO12 M11eK InaUStrles, Inc. IOU Aug 30 10:32:3B 20 NOTES ID:_etC1 cxC3ixVV7huls4ypJyuFUK-fyOsDCXg6T)cbgd41D00vOkSuIzxBaSyA 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the 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 (plf) Vert: 1-3=-44, 21-23= 44, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11=-103(F=-59), 11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) FL Cert. 6634 August 30,201 Desiln valid for use only with MTek connectors. This design Is based only upon parametersshown, and is for an Individual building component. Appl cability, of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown �v Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsbbllity of the Additional bracing the the building designer. For MiTeV erector. permanent of overall structure is the responsibility of general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/(P11 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. If Southern Pine (SP or SPp) lumber is specified• the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job I cuss Truss Type Qty Ply 62' Grand Carttan III with porch • M11323 GRB HIP 1 1 T4515758 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 Wrek Industries, Inc. Thu Aug 30 10:32:39 2012 Page 1 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-78_EQYYSinsTCgBHJwYFRcHeoit?w T6P94WIsyii7s 100- )1-0.9 8-0.0 _ 1. 2.6 20-4-0 , 26-0.0 34.0-0 35 0 0 8-0-0 6-2.6 6-1-10 5.8.0 8.0-0 1-0-0 Scale=1:58.7 4.00 12 5x10 3x8 = 4x6 = 5x6 = 5x6 = 3 16 4 5 6 17 7 2 u 8 9I� 01 3x8 = 15 t4 13 12 11 10 3x4 = o ` 3x6 II 5x6 WB= 3x4 = 6x8 = 3x6 = 6x8 = 8-0-0 142-6 20-4-0 26-0.0 34-0.0 8.0.0 6:2 6-1-10 5. .5 8-0-0 Plate Offsets X,Y : 2:0-4-O,Ed a 3:0-5-0,0-2-0 , 4:0-3-8 0-1-8 5:0-3-0,Ed a 8:0-2-0,Ed e , 10:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCCL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BCDL 10.0 Code FBC2010/TP12007 (Matrix) a a Weight: 150lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=112110-8-0 (min. 0-1-11), 12=344210-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Harz 2=77(LC 7) Max Uplift 2= 892(LC 8), 12=-2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3629/1916, 3-16=-1930/1173, 4-16— 1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17= 728/411, 7-8=-829/387 BOT CHORD 2-15=1695/3431, 14-15=-1717/3497, 13-14=-1717/3497, 12-13=-992/1974, 11-12= 2381/1356, 10-11=-2381/1356, 8-10=-270/731 WEBS 3-15=-407/1219, 3-13— 16611791, 4-13= 211/942, 4-12=-4730/2565, 6-12= 2457/1572, 6-10= 1766/3430, 7-10=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. `,,,p)A11111111/,/I e�i 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; , •' (,ENS+ ' • e-9 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�� ; ' �. F '.•,!% 3) Provide adequate drainage to prevent water ponding. _i !3 - i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o 9 3 8 0� --: 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._- 4 �r -•• �= 6) Provide �J ' mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at ✓ r} /f joint 12 and 384 lb uplift at joint 8. • � � 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E�`�" '. ' 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at �� T •• 'c Q` ••• �� •�• 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The designtselection of such connection device(s) is the 10:' 0 R 1 C? responsibility of others. 9) In the LOAD CASE(S) section, loads to the face �j S • • • • • • �� I SRO �� applied of the truss are noted as front F or back B . N A• LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) FL Cert. 6634 Vert: 1-3=-44, 3-7=-107(F=-63), 7-9=-44, 2-15=-20, 10-15= 49(F=-29), 8-10= 20 August 30,201 .�.., - cjy esrgn pararne ers ancil?EADIVOirbuiv brroRE�. Design valid for use only with MTek connectors. this design is based only upon parameters shown, and is for an Individual budding 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 corutniction Is the responsibllity of the erector. Additional tracing of the is the budding designer. MiTek' permanent overall structure responsibility of the For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Skeet Suite 31Z Alexandria. VA 22314. East 6904 Parke East Blvd. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC orproposed by SPIB. Tampa, FL Jo Truss Truss ype Qty Ply 62' Grand Carlton III with porch • M11323 GRB HIP 1 1 T4515758 Job Reference (optional) Chambers Truss Ina, Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 30 10:32:39 2012 Page 2 ID:SrRaEyyrg04M78G4raW BLWyuFUJ-78_EQYYStnsTCgBHJwYFRcHeoil?w_T6P94W Isyii7s LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=-555(F) °°,°41111111)IO/,�I .° PS A. �. .` • `G E N S • •.'9 � TE 510 N A� E;�°°°° FL Cert. 6634 August 30,2012 _ • Vey y esryn paramezers an i - �, Design valid for use only with MTek connectors. R1is 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 buss 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 //77 M!Tek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPll 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 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Jab - Trus Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J2 MONO TRUSS g 1 1 T4515759 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MiTek Industries, Inc. Thu Aug 3010:32:39 2012 Page 1 I D:x1 ?zSlzTbJC DI IrG PH 1 QukyuFU 1-78_EQYYStnsTCgBHJwYFRcHg3i?Yw9a6P94W lsyii7s r -1-0.0 2-0_0 1-0-0 2-0.0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale =1:7.7 3 4.00 12 2 , 1 4 3x4 = " 2-0.0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vett(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a n/a Code(matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP 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 REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Installation side. Max Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. A .q�e LOAD CASE(S) Standard ,`o�O�P.... �v �. G E N s+ ' • -9 i� ytvo 39380_.- :. �5`IATE Al '0�f;ss10 N AL E�.�`• ,11111Q� FL Cert. 6634 August 30,2012 .�...�-.«.. ,,........... �.l,��,.. WAHMJVU - Vciiry aeszgyzpar-am ens alzARJEK Design valid for use only with MiTek connectors. This design Is based only upon parameters showrx 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 responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding f V 101q MiTek' �k fabrication quality control, storage, delivery, erection and bracing, consult ANSI/f PII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss 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 06/0112012 by ALSC or proposed by SPIB. Blvd.Tampa, 6904 Parke East East o Truss Truss Type Qty Ply 62' Grand Carlton III wish porch M11323 J4 MONO TRUSS e 1 T4515760 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 3010:32:40 2012 Pa e 1 ID: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-bKYceuY5e4_Kq_mTse3U_pgza5lTfcgFepp3gJ�yii7r 1-0.0 4-0-0 1-0-0 4.0-0 1 Scale = 1:11.0 3 4.00 FIT 2 1 4 3x4 = 4-0-0 4-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HorzL Code (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pur(ins. BOT CHORD 2x4 SP 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=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 82 lb uplift at joint 3 and 188 lb uplift at Jul,A joint 2. �� I� 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O�Ps. A • '9�e � •�.\G E N `S�`••-��f�� LOAD CASE(S) Standard ,�,`'�.: �rdo 39380 �— - — _� • �c/ 5TAT E .• .,ass O N ACE el�til��t� FL Cert. 6634 August 30,2012 D"gn valid for we only with MTek connectors. This design is based only up Applicab lily of design parameters and proper Incorporation of component s for lateral support of individual web members only. Addltlonol temporary erector. Additional permanent bracing of the R allstructureis therfbnqualicontrol,toge, deliveryon and brac ngcoltafInfonnaHon avatiable from Tnus PlaTeIrss..781N. LeShSuitIISouthern Pine (SP or SPp) lumber is specified, thsign values are those efte and is for an Individual building component. ling designer - not taus designer. Bracing shown llity during construction is the respormbillity of the resigner. For general guidance regarding rria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Jo - Truss cuss ype ply Ply 62' Grand Carlton III with porch " M11323 J6 MONO TRUSS g 1 T4515761 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 3010:32:40 2012 Page 1 ID:tP6jtz-j7xSx_c_fXi4uz9yuFUG-bKYceuY5e4_Kq_mTse3U_pggX5BPfcgFepp3qJyii7r 1-0-0 6-0.0 1-0-0 6-0-0 Scale = 1:14.2 3 4.00 12 2 1 4 3x4 = 6.0.0 6-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TC,LL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a n/a Weight: 20 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc pudins. BOT CHORD 2x4 SP 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 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Installationuide. Max Harz 2=141(LC 8) Max Uplift 3— 144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 144 lb uplift at joint 3 and 218 lb uplift at 111111 I1►/ CE ol�� joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard `�`�••�\GENS�C•�•,�2!i� -No�39380 S TAT E CTF�` Al o 1 Q P\�`�. R N A1- � 00 O 11111//1 FL Cert. 6634 August 30,2012 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 toss designer. Bracing shownMCI is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the resporwbllity of the � q erector. Additional permanent bracing of the overall structure is the responsblity, of the buildingV I ding designer. For general guidance regarding 1 B q lek' fabricalion, quality control, storage, delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street,6904 Parke East Blvd. Suite 312. Alexandria VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC ar proposed by SPIB. Tampa, Parke East Job - Truss russ I ype Ply 6T Grand Carlton III with porchT4515762 M11323 JB MONO TRUSS r1ty 1 . Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MiTek Industries, Inc. Thu Aug 3010:32:41 2012 Page 1 ID:tP6jtzJ7xSx_ _cfX)4uz9yuFUG-3W6_rEZPO6BS8LtQLajW 1 M5hVeT034PsTZcMlnyii7q -1-0.0 8.0.0 1.0.0 8-0.0 Scale=1:17.2 3 4.00 12 2 u�7t c9 1 c1 4 r 3x4 = 800 8-0.0 —1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(fL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz L o e 0 (Matrix) Weight: 26 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 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=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Harz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2= 250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� ....... ♦♦ , . . ♦ pB E N LOAD CASE(S) Standard ,♦��•2••,•:.�G � IN-6 = 3938 ' S TAT E Al '`'SS/O N AL E�.�`• arrlt11 FL Cert. 6634 August 30,2012 AN • Venfy design parameters and READ IVUlhb UIVr - i 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 isresponsibitity 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+billity of the Additional bracing the is the building designer. For t� q q B l( erector. permanent of overall structure responsibility of the general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7 V I IrL 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria VA 22314. Tampa, FL 33610 It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSO or proposed by SPIB. ob . Truss Truss Type Qty Ply 62' G rand Carhon III with porch M71323 KJB MONO TRUSS q 1 T4515763 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Jul 18 2012 MTek Industries, Inc. Thu Aug 3010:32:41 2012 Page 1 • ID:Lcg54J?LuEancmZr4Qb7W MyuFUF-3W6_rEZiPO6BS8L1QLa)W 1 M86VeHOyEPsTZcMlyii7q 15-0 7-3-4 ti-3.0 1-5-0 7-3-4 3-11-12 Scale=1:20.3 4 2.83 12 3x4 3 8 2 • 7 6 3x4 = 2x3 11 5 3x4 = • 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCJ1 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Ved(TL) -0.15 2-7 >845 240 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(rL) 0.02 6 n/a n/a Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min.0-1-8), 6=498/Mechanical Max Harz 2=244(LC 8) Max Uplift 4= 204(LC 8), 2= 325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1116/488 BOT CHORD 2-7= 656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=-1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0111 i f t I < 0� 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 `�p>) q. will fit between the bottom chord and any other members. ♦♦�e PS ♦ , n q e9 5) Refer to girder(s) for truss to truss connections. , •� C E N S • • �i •', 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at `♦♦ �� ,•• �- F !/�. �! joint 2 and 277 lb uplift at joint 6. — "' •• i; 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. jv O 3 9 3 8 0 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES Standard�- 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 - STATE Uniform Loads (plf) •, Vert: 1 8= 44 Trapezoidal Loads (plf) .� •.�.� Q' •: _ ,� •. 0 R \ V , \ ♦♦ �`, Vert: 8=0(F=22, B=22)-to-4=-124(F= 40, B=-40), 2=-2(F=9, B=9)-to-5=56(F= 18, 8=-18) is ` ♦ N Ae ` ®O FL Cert. 6634 August 30,2012 Y - ven y aesign parameters; an t 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 bolding 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 bracing of the Is the building designer. r1 p q k permanent overall structure responsibility of the For general guidance regarding fabrication 7 O le V I quality control, storage, delivery, erection and bracing, consult ANSI/fPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Tess Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. 6904 Parke East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ldr For 4 x 2 orientation, locate plates 0-1r16" from outside edge of truss. Numt$ering System 6 4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 3 CHORDS p WEBS q� 4 0 �� 3 U Db u? o- O rz ~ C7.8 C6-7 C5b 0 _ r- 8 17 6 5 This symbol indicates the JOINTS ARE GENE?ALLY NUMBERED/LETTERED CLOCKWISE required direction of slots in AROUND THE TRU S STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. Plate location details available in MiTek 20/20 CHORDS AND WE S ARE IDENTIFIED BY END JOINT software or upon request. NUMBERS/LETTERS PLATE SIZE PRODUCT CODE APPROVALS The first dimension is the plate ICC-ES Reports: 4 x 4 Width measured perpendicular ESR-1311, ESR-13 2, ESR1988 to slots. Second dimension is ER-3907, ESR-23 , ESR-1397, ESR-3282 the length parallel to slots. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents urrent/old values as published b text in the bracing section of the by AWC is he proposed NDS Y 9 SPp represents PIB proposed values as provided output. Use T or I bracing in SPIB subrr ittal to ALSC dated Sept 15, 2011 If Indicated. SP represents A SC approved/new values with effectiv date of June 1, 2012 BEARING (2x4 No 2 an I lower grades and smaller sizes), and all MSR/ VIEL grades Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved reaction section indicates joint number where bearings occur. � i• Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Mffek"' Installing & Bracing of Metal Plate Connected Wood Trusses, MiTeR Engineering R ference Sheet: MII-7473 rev. 01 18/2012 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. W o L.A, T- 1 3)l wi 1.3 CA Ido r FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ` Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: _c� ' ,� �`�l �tic7 ��1 Permit Office: City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency 'SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 PASS Total Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by Review of the plans and F'LKE S?.¢T this calculation are in compliance with the Florida Energy specifications covered by this�0�, Code. calculation indicates compliance ri,' = o with the Florida Energy Code. ,.�� ++rrr.,. •. •�fi�. , ,,.. ,ti � PREPARE Y: Before construction is completed O DATE; '0' this bull ng will be inspected for t / comp)Kance with Section 553.908 * m a I hereby certify that this building, as designed, is i pliance FI da Statutes. COD with the Florida Energy rAode. - . WE r... OWNER GENT:- _tea, BUILDING OFFICIAL: DATE: 3 l'� DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 • PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE j v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated ROOMSInBlocki 144611568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 __-_ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space # Ornt To �TyPP - - - -- 1 N Exterior Concrete Block - Int InsG1oomsInBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsGloomsInBIoc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomsInBIoc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsBloomslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomsInBIoc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int Ins[RoomSInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 -7 S Exterior Concrete Block - Int InsRoomsInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / --- Supply -- — Return — Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb X Mar X Apr May X Jun Jul Aug Sep Oct X Nov Dec Heating rxxx Jan jXXJFeb X Mar X Apr jXXJ JXXJ May Jun Jul �Xj Aug �XXJSep X Oct X Nov X Dec Ventin Jan X Feb X Mar X A r X May X Jun 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 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and i doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & i 403.1 �At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities. which form the primary air containment passageways for air distrib, ition systems shqll be considered ducts or plenum chambers, shall be constructed and I sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 i Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in ' Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 I I + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation I ventilation systems shall not exceed the minimum ASHRAE 62 level. i No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools i 403.9 i Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas ! HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or I ' other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters i minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or I variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software 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. FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 2. Single family or multiple family Single-family b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No . a. Under Attic (Vented) R=30.0 1446.00 ft z 6. Conditioned floor area (ftz) 1446 b. N/A R= ftz c. N/A R= ftzz 7. Windows" Description Area 11 Ducts R ft a. U-Factor: Dbl, U=1.30 • 114.00 ftz a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ftz SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ftz 13. Heating systems kBtu/hr Efficiency SHGQ a. Electric Heat Pump 28.2 P :8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ftz a. Electric EF: 0.9 b. N/A R= ftz b. Conservation features c. N/A R= ftz I certify that this home has complied with the Florida Energy E Construction through the above energy savi features which in this home before final inspection. I se, a new EPL based on installed Code compliant es. Address of New Home None 15. Credits CF, Pstat ffic' ncy Code for Building II be installed (or exceeded) splay Card will be completed Date: �j\�\ C�, City/FL Zip: WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: - wrightsoft® Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating S_ 11 11 - • Sensible •toZoIIILg EqU11pu1a11. L.UO.1Sizing Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2 1446 1446 Volume �ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 - 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load. 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl F7tSOft' 2012-May-15 09:13:19 9 Right-Suhe® Universal 2012 12.0.04 RSU05864 Page 1 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -- wrightsoft® Load Short Form Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com • • • - For: 62' GRAND CARLTON 11, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db ('F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output 28400 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 27 °F Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (Cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 LL- 3577 nIq A 2100 -3 166 An 100 40 IVI/1J 1 CR LA V au oil a r t -tom i u Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I"1 I7tSOft" 2012-May-15 09:13:19 W 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCK E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 Tl Al [ AAAL •].IAOA 1]1]7 An nA7 nA7 %J I P1LJ 11"0 G 1 lu 1 GJ/'TG J,"I J'j Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrhtSoftw 2012-May-15 09:13:19 i ^, 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCpi 1 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N + wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft2 60.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 %1�12C-Osw 0.091 n Z65 2.18 315 246 627 537 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52' . 25.39 15 0 353 381 0: 0 6 0 11 IW 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om, 0.840 s 23.52 25.39 20' 2O. 470 508, 0, 0 0 0 D 11,10 0.600 s 16.80 17.40 21' 21 353 , 365. ' 21,. 21. 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 WI 12C-Osw 0.091 w 2:55 2.18 282 276 702 602' 0 0 0 0 G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 204 . 204' 554 1.74 80 . 80 217 68 C 1613-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 1 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 .106 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 10271588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 1 947 9471 1 153 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wri f�tsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N * wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.cam Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft' 45.5 W Ty Construction U-value Or HTM Area (ftj Load Area (ftj 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 12C-Osw 1A-rlomd 2A-2ob 0.091 1.270, 0.630 n n n Z-55 35.56 17.64 2.18; . 26:39 22.24` 196' 39 0 15T 0 0 400"' `. 1387 0 34S- 1029 :, 0 0' D 0 , 0.` 0 0 0' 0 0' 0, 0 0 2A-2om 6.840 ni 23.52 25.39 0 • 0.. 0:. 0,+ - 0 6 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw. 0.091' s 2 55 2.18 0 0, 0_ 0. 0 0 0 0 2A-2om- 1`1J0 0.840 MOD s s 23:52 16:80 25.39 . 1Z:40, 0 :. 0 -. 0 , 0 0 0' 0 ... 0 0 0, '0, . 0 0 . 0 0 0 W W 12C-Osw 12C-0sw 0.091 0 09.1 sw w 2.65 2.65 2.18 ' ` 2.18 0 0 0 0 0 01 U ' 0 0, ' ; 52 0 52 0 132 0 ; 114 W 2A 2om - 0:840 w 23:5Z 66t 18; , " , 0' : 0:. 0, , '> .0, 0.. 0 0' " 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72' 0:85 ` 0 . 0 , 0 . • :0.. 56 ..._ . . 56 - 152. 48 C 16B-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al Am '- 1.37 2:08: , 6 , 0, ', 0; . 0: ` iQ' .F - 0 0' 0 F 22A-tph 1.358 38,02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 01 11200 Subtotal (lines 6 to 13) 1 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSUD5864 Page 2 ACC:A EAWrightsoft HVAC\Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ftz 52.5 ft' Ty Construction U-value Or HTM Area M Load Area M Load number (Btuh/ftl °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 6V�l12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I� 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0. 0 0 0 2A-2om 0.640 s 23.52 25.39 0• 0 0 0'' 0 0 0' 0 D 11J0 0.600 s 16.86 17.40 0, 0 0, 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 L-G 2A-2om 0.840 w 23.52 66.18, 0 0 0 0. 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 6.85 68 68 185 58 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0•, 0' 0 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 17441 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 AC-C` E:\Wrightsoft HVAC\Wynne Carp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -r�- wrightsoftr Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ftz 266.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ff °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 12C-Osw 0.091 0 2.55 2.18 0 0 0 0 119 89 227 194 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17:64 22.24 0 0' 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 UV 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0' 0 0: '0 0 0 2A-2om 0.840 s 23.52 25.39 0; 0 0 0 0 0 0 0 11,10 1 0.600 s 16.80 17.40 0; 0 0 0 0 i0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 WI 12C-Osw 0.091' w 2.65' 2.18 0' 'O 0 0 16Z " 162 412 353 - 2A 20m 0.840 w 23.52 66.18 '0 0 0 0, 0 0 0 0 -G W 13A-5ocs 0,125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0. 01 0 0 0 0 C 168-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.37. 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 ill 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 15 Subtotal Duct loads 22% 34% 63 14 ill 38 22% 34% 4077 896 2231 760 Total room load 77 149 4973 2990 Air required (cfm) 1 1 41 7 1 1 1231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 09:1ge 4 +- Page 4 AF00' E:\Wdghtsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -� wrightsoftRight-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction number U-value (Btutditk- °F) Or HTM (Btuh/ft� Area M or perimeter (ft) Load (Btuh) Area (ft) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw 1A-rlomd' 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11J0 12C-Osw 12C-Osw 2A-20m . .091 1 .270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 n n n n a a s s s sw w w 2 .55: 35:56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 2.18 26.3939 22.24 25.39 2.18 68.19 2.18 25.39, 17.40 2.18 2.18 66.18 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0. 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0. 0 Q 0 0 0 0, 0': 0 0 0 0 0 0 0 40 0 0. 0 0 0 0 0 0 0 0 0. 40 0 0 -0 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 1tU C D. W W L--G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72. 0.85 0 0 0 0 0 0 0 0 C c 1613-30ad 16C-19al 0.032 0.049 - 0.90 1.37 1.68 2.08 18 0; 18 . 0' 16 0 29 0 45 0 45 ' 0 40 0 76 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 28 421 177 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 16 3 0 0 0 28 9 22% 34% 0 0 0 421 93 0 0 0 177 60 Total room load Air required (cfm) 19 11 37 21 514 1241 237 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ 2012-May-15 09: Ad- wrightsoft- Right -Suite® Page Universal 2012 12.0.04 RSU05864 ge 5 5 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft• Right-J® Works heet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft2 56.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/ff °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 0.091 n 2.55 2.18 6 0 0 0 0 0 0 0 N12C-Osw 1A-rlomd 2A-2ob 1.270 0.630 n n 35.56, 17.64 26.39 22.24 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 128 128, 326 280 0 0 0 0 C 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 1�11 12C-0sw 0.091 s 2.55 2A8 76 56' 143 122 0 0 0 0 IL---Gp 2A-2qm 0.840 s A52 25.39 20 20 470 506 0 0 0. 0 11J0 .0.600 s 16.80 17.40 0, 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091' w 2:55 2.187 8 8 20 17 0 0 0 0 2A-2om 0.840 w 2152 66.18 0 0 0 0.: 0: _ .0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 - 2.72 0.85 0 0. 0 0 0. 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08' 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 1 2387 1417 605 242 12 a) Infiltration b) Room ventilation 545 0 149 0 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 2932 645 0 0 0 1567 533 22% 34% 0 0 0 747 164 0 0 0 281 96 Total room load Air required (cfm) 3577 166 2100 100 911 42 377 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2012-May-15 09:13:19 9 Right-Sulte® Universal 2012 12.0.04 RSU05864 Page 6 14EC4' EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N c, r' i"r''€-'• OF SURVEY.1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1 5 19-13 DESCRIPTION: M SURVEYORS SRWISENOTED ONLY PLATTED EASEMENTS ARE NOTES: BEINGING ALL 9 EL CAMINO REAL, O1. NLESSOH F THE �I UNRECORDED PLAT OF SPANISH LAKES tz HOWN HEREON. PHASE 1, OF ST. LUCIE COUNTY, 2. 0 UNDERGROUND UTILITIES OR IMPROVEMENTS WERE OCATED UNLESS OTHERWISE SHOWN. `- FLORIDA. ? 3. HIS SITE LIES WITHIN FLOOD ZONE "X ACCORDING TO HE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012. ABBREVIATIONS: o 4. LOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE • = FINISHED FLOOR ELEVATION URVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W`'a,,:-RIGHT—OF—WAY V ;5 ONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R ° RADIUS OF CURVE 3:cn 5. EARINGS SHOWN HEREON ARE REFERANCED TO THE "L-- LENGTH'OF CURVE ENTERLINE OF EL CAMINO REAL HAVING AN ASSUMED SF = SQUARE FOOT C9 GEARiNG OF`EAST, ACCORDI% T-0 THE UNRECORDED PLAT A = DELTA OF CURVE OF SPANISH LAKES PHASE 1, OF ST. LUCIE- COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. PERMIT A /3o3 - o Z o `? 'St. LUCI6 Co. FL EL CAMINO REAL Date Inti# 20' ASPHALT ROAD _n J SITE BENCHMARK f N Jy ELEVATION= 15.27 ASSUMED 15.84' a, 18.15' o ao ro ^h 9. 5 COVERED 5.25' c so � o 'a AVERAGE TOP 15.07' ` EXISTING EXISTING OF FORMS 27.35' ELEVATION=18.1 .88 ABOVE EDGE OF PAVEMENT 19.95' 'oo COVERED o, PATIO rn 14.01.2 19.98' O1 CD 4 in RECEIVED TOP OF BANK MAY 2 Q WATER F 9 EL CAMINO REAL LAST FIELD DATE: 5-17-13 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, 1b C. YN I F I ED T0: WYNNE BUILDING CORPORATION . , , DATE: 13-1594 Surveying • Mapping • Consulting 619 SW Biltmore Street - DRAWN: AJP Port St. Lucie, Florida 34983 I hereby certify. thatAhelsurvey shown hereon,is true and JOB NO. *LEBf7280 Phone: (772) 340-7770 correct and 'is fused -on actual-lneaseurements taken in the FOX• (772) 340-2250 field. This survey rieete therMrnimm Technical -Standards 13-1594 of Chapter 6107 Florida adninistrat_ive ode. ih t DATE • REVISIONS :: LC, , ^~ ALEXAND� .J. PiAZ Pr- f,sslonbV urveyon&• Mapper �— — _ Florida CertiflcateNo.: 6330 K:\BUILDERS\DWG2013\DWG\13-1594.dwg, 5/19/2013 4:33:22 P