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HomeMy WebLinkAboutSUBMITTED PAPERSEui --'i OVFIC., SECTION I ZONING I FLOOD ZONE I CONST TYPE I . . I WATER % t 777777777�*,:"', 7 7 LAND USE FIRM MAP OCCUP TYPE SEWER LOT OFREC LOT OF REC (after (before 1/90) 1/90) ADMINST LIBRARY VARIANCE IMPACT FEE REPORT PUBLIC BLD CODE IMPACT FEE SCHOOL IMPACT FEE SCHOOL RvIPACT FEE I POLICE FEE GROSS ROAD IMPACT FEE DUE CREDIT FIRE FEE Y I N RANGE LOT 11T FLR ELV MAX OCCUP SPRINKLERS MIS C FEE ADDITIONAL Y N SPECIFY PERMITS REQUIRED 7 REVIEWS ZONING I ZONING PLANS MISC. REVIEWED BY EXAMING DATE C) I L? l� COMPLETE INITIALS MAP NO. TAZ NO. MAX HOT # OF FLRS STORMWATER TOTAL ROAD IMPACT FEE TOTAL SCHOOL IMPACT FEE TOTAL POLICE/FIRE MISC FEES TOTAL f ALL FEES _ VEGETATION SEA TURTLE MANGROVE p C PIC Vy: PERMIT NUMBER: ATE FILED: RECEIPT NO.: cERT,. CAP. NO.: III I LAN REVIEW FEt RECEIPT NO.: OjqC,URRENCY FBI-: I ALL INFO MUST BE COMPLETE 8z FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 23010 Virginia Avenue Ft. Pierce, FL 34982-5652 0 772-462-1553 SCANNED x BY U68 county APPLICATION.for BUILDING PERMIT CERTIFICATE Of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION �9 �q� Sean LOCATION/SITE ADDRESS: .SITE PLAN NAME: 2. S/DNAME: spnni sh 3- PRoPERTYTAXID #: �:701 000 19 — Cacti on 26, Tnwngbip 4- LEGAL DESCRIPTION (attach extra sheets if necessary) R n 7. BLOCK 8. LOT 6. PAGE NO. 5. FLAT NO. NO BOOK� LOT DIlvffiNSIONS 9. PARCELSIZE:ACRF-S/SQFr- rge 10. DESCRIPTION oFCONSTRUCTION PROJECORWORK ACTIVITY: e, BACK: RIGHT: LEFT: 11. SETBACKS (ACTUAL) FRONT: SIDE SIDE 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) I AN SION/ADDITION INTERIOR RENOVATII NEW CONSTRUCTION COM1VMRCL%L INDUSTRIAL RESIDENTIAL OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 15. Sq. Ft. 1st Floor: 14. Sq. FUCONSTRUCTION: 16. VALUE OF CONSTRUCTION'. $ —U-dIQD—DD ------ the rig unt of permit ees to be nsiassessed. St. Lucie CCUUtY reserves ght to question anor modify the iudi The value of construction is used to determine the amo are noteostent with similar tyP es of c6ustmCt'on activities. If the vald/ue is $2500 or Mc value of construction if it is demonstrated that the submitted figures f RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 c- OWNER INFORMATION NAME: ADDRESS: - CITY: pnrf- St Lucie STATE: 1=L ZIP 34957 PHONE (DAYTIME): =)8 7 8 - 5 1; 1 -4 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: ►1- ST. of FL REG./CERT #: MC 0 3 5 9 9 ST. LUCIE COUNTY CERT #: S q 9 2 BUSINESS NAME: Wynne Development Corp-orati on QUALIFIERS NAME: - - - - - - i ADDRESS: CITY: Pnrt 9 T In i t- STATE: FT. ZIP '14 9 5 7 PHONE (DAYTIME) : c7 7- s 7 8— 5 ri1 3 FAX NO. (7 7 7) a 7 s t_ 7 ti S ti email: ARCHIT/ENGINEER: ADDRESS: CITY: STATE: FI, ZIP 34996 PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: 0 VA19 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. �j f 1 I CERTIFICA'_ xON: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certifte ate of c if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit anc work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, I 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, ac structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to anoth 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 T OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO RECORDING YOUR NOTICE OF COMMENCEMENT_ NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. T AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THI PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACH CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SU TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate an 11 w will be done 'if corn with all applicable laws regulating construction and zonin_ nIq 'O —3 n Q I. `N' C• 1! ayd..r.Y 'ah2r+a i- a STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St T,rir 0 COUNTY OF c� ,..ice The foregoing inwument was acknowledged before me this -?f day of 0C , 20-tZ by Matthemw r y1e Wynff4o is personally know to or who has produced as identification. Signature of N y Type or Print N e f Io Igo DOROTHY ANN BASKIN lPaY PVB''�i o % - air ublic - State of Florida Commission No. _�_ + « p y o m. Expires Oct 2, 2016 Commission # FF 015226 Bonded Through National Notary Assn. The foregoing i$y,strument was acknowledged before me this 7 day of Dc,#- , 20+, by Matthew T.FI a Wjzape who is personally known to me or who has produced as identificatiol; Signature of loary Type r P , ame o ANN BASKIN _ * °ems Notary Public -State of Florida Co i to : _ My Comm. Expires(WA1,)2016 Commission # FF 015226 .qf Q Bonded Through National Notary Assn. NOTE: TWO (2 ED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYI THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR 1, THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. 13 St. Lucie County Building -& Zoning 2300 Virginia Ave `�oaioP Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY. Wynne Building Corporation will be using the following sub-contractorsfor•the (Company/Individual Name) [ \. project located at ('9 (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 19496 RC29027087. Gas PERMIT f ��®` 03,55 ISSUE DATE: NUMBER: o�c WYNNE BUILDING CORP 06/16/2014 15:29 77287R 56 , PERMIT # + ISSUE DATE PLANTffNG & DEVELOPMENT SERVICES Building & Code Compliance Division BUJLDINGTER1 )41T SUB -CONTRACTOR AGRI&EMENT St. Lucie County Cofactor Certification Number: State of Florida Certification Number (lfapp)iceble): ER0009416 S&W Electric have agreed to be the (Company Name/Individual Name) w i eCt-r i ca 1 Sub -contractor for W nY ne Development Core - (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.Departinent of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Coutractor's License) NOTARIZED SIGNATURES ARE REQUMED Business Name: S&W Electric Address: S0l W. Coker Rd. City/Statc/Zip: For,t Pi eTce,- FL 34945 Pbone: 7:77) 64_0;466 email. Lawrence Stubbs ;CG;4N9iT_U,ktE PRINT NAME DATE STATE OF FLORIDA, COUNTY OFa,] U THE jjFOREGOING INSTRUMENT\ WAS SIGNED )BEFORE ME THIS &N DAY OF � �N�c / , 20 { Jay a �ld�up �. � Y �S WRO IS PERSONALLY KNOWN �/ ORRAS PRODUCED AS IDiENTIFICATION. drVUAQ1Q (STAMP) SY NATURE OF NOTARY PUBLIC PR1 ME O N IARY UH2-d SLCV,DS: i2/16=3 ............. LAURA R. CUBBEDGE , ;., � Commission # EE 209915 a Expires October 21, 2016 o� %'�,Rj P. Bonded 7hN Troy Fain h trams 800 385.7019 PERMIT # ISSUE DATE �rz: , .q , ;; • ry, , PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUH-CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Izlorida Certification Number (If epplicabtc): CEC14284S8 Lj ri�quist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub-contractorfolWynne Development Corp. (Type of Trade) (Primary Contractor) )For the project located at .0 J QC1 (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 w it I immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCI)V (No. 004-00) 131USINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARI2.:lEXD SRGNATU-f $ ARE R;EQDkIMV D Business Name: Lindquist Plumbing Address: �315 Sneed Rd. City/Sutte/Zip: Phone: ((777) a61 —'1 9F9 email: �dr3S1P. Case SIGNATURE PMNT NAME DATE STATE OF FLORIDA, COUNTY OF. .9-1 iC-u c.,fi THE FOREGOING INSTRUMENT WAS SIGNED )BEFORE ME THIS % `t4DA`Sl OF i0c:n-e &C , 20_Ly BY &%A-b E WHO IS PERSONALLY KNOWN Ll� OR HAS PRODUCED AS IDENTIFICATION. / � (STAMP) SIGNATURE 19F NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS.-12/16/2013 DOROTHY ANN BASKIN p�Ppr P s =o* ��� t,otary Public -State of Florida • _. My Comm. Expires Oct 2, 2016 =;.9T �; Commission # FF o15226 °;;;°` Bonded Through National Notary Assn. ZO/ZO 39Vd db00 9NIa7inE 3NNAM 999LBLBZLL 66:ST t TOZ/LO/80 07/30/2014 16:04 772>37R7656 WYNNE BUILP?NG CORP PAGE 02/02 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification Number: 828.9 State of Florida Certification Number (If applicable): CAC 0 2 4 3 79 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) (himary Contmotor) For the project located at �o _`:D Q n QC (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 filing a Change of Sub -contractor notice. (Form: SLCCAv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIUD 8XG)1ATURES ARE R EQUIREID Business Name- Comfort Control. of St. Lucie County, Inc. Address: 1 S n 1 B i t i-mnre S t City/State/Zip: Port St. Lucie, FL,_ 34983 Phone: [ 7n 1 n email: 1arxX Zimmerman N D �w PRINT NAME DATE TATE O F , DA, COUNTY OFF-3I-. L on e THE FOREGOING INSTRUMENT WAS SIGNED l3)E140RE ME TIIIS DAY OF z C_4�Nqz�'e� , z0L: BY et I _z; ►r, m rr'a r` WHO IS PERSONALLY KNOWNy OR HAS PRODUCED SIGN TURF OF NOTA PUBLIC SLC DS: 12/16/2013 AS IDENTIFICATION. (STAMP) PAINT NAME OF NOTA PUBLIC 4EEfl State of Floridahton FF 045851/2017 {T # PERM ISSUE DATE —J PLA,i`TNMG & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SXTI;-CONTRACI.'OR AGREEMENT St. Lucie County Contractor Certification Number: 1 9-4146 State of Florida Certification Number (If applicable): RC9 0 7 0 8 7 - Treasure Coast Roofing, LLC have agreed to be the (Company Name/Individual Name) -Roofing Sub -contractor for Wynne bevelopment Corp (Type of Trade) (Primary Contractor) For the project located at 0 " :>CL J (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 filing a Change of Sub -contractor notice. (Fox'xt►: SLCCD'V (No. 004-00) BUSINESS QU A,LMI{',R (Name oftbe Individual sbown on the Contractor's License) NOTARIZED SIGNATURES ARE BF5QUiRED Business Name: mreagure Coast Roofing. LLC Address: 1816 Hii tmore St City/State/Zip: Pnrf St_ Lucie, FL„ 34984 Kona: (7 7 2) 3 4 3 -8 3 U 8 email: �e3J Brian Maloney SIGNATU PRINT NAME DATE STATE OF ,FLORIDA, COUNTY OF <:;-t . I \A C : L THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TIIIS -N*CN DAY OF �p�f BY GWIiO IS PERSONALLY KNOWN *X___ OR HAS PRODUCE AS IDENTIFICATION. (5TA�iP) ,✓i � Ice RONAIVRE NO Y PUBLIC PRINT NAME OF NOTARY PUBLIC \`��INIII Illlllll/li SLCPDSt 12/iG Ox3 'i BRUNk��i�,�� #fF 122434 : o ®BondeQ� OQ� ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property: t �nsUan 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 Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, 1 shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. l further acknowledge that in g.rant:ing this permit for the development of this property, St. Lucie County is ne.ithe obliged nor liable to provide for, or maintain in any form, ade uate d Wage off. my prop cty which will not adversely affect the immediate commun.ity.� / Matthew Lyle Wynne Z� ' �����Ce\\ Property Owner Name ro ep arty .jwner Sig`r?aRurI Date STATE OF FLORWA, COUNTY OF St - Lucie ACKNOWLEDGED BEFORE ME THIS 9 DAY OF ©C M66X , 20 sY BYMatthew Lyle Wynne WHO IS PERSONALLY KNOWN TOME ORWNO'HAS PROOUCCD LLOM44-4 c.C,,� add SIGNATURE OF 00TARY NOTARY PUBLIC TITLE IDENT.IFTCATION. --Dag-o-n4y 14NN TYPE OR PRINT NAME OF NOTARY (SEAL) COMMISSION NUMBER DOROTHY ANN BASKIN �!„���,,, io�¢Y Notary Public - State of Florida Expires Oct 2, 2016 s • `oe My Comm. commission # FF 015226 ql �� �'� F ,F ;11'� Bonded Through National Notary Assn. A , ZZCC-MC-X 5 62 5822 Plant Begin Loading:, To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery•I nstructlons Customer Job Number: Order Code / Date: - Project P.O. Number., Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: ' " Truck Number: Driver Number: i Driver Name: End Use: LOAD CUMULATIVE ORDERED QUANTITY QUANTITY QUANTITY MATERU\LCODE PRODUCTION DESCRIPTION i UOM I UNIT PRICE I AMOUNT , r Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge ~ Comments: O43 WATER ADDED" GAL YARDS IN DRUM: WHEN ADDED. 0 j SIGNATURE CURB' LINE CROS'SED'AT OWNERS%AGENT',SREQUEST: 0� 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 curls 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 r 68UNIVERSAL x; CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed ,Credit Application, .if any, Seller's Standard Terms and Conditions, Seller's Quotati s.f any, and Seller's Order Confirmation ( iding limitations of warranties), as if fully set forth on this Delivery Ticket ("Aare nt"). Seller will provide the Standard Ter nd Conditions upon regmst. Buyer agreies that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further exp.ressl); agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH f 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, doldani.te, 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 -nay 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 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 comp referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmacirip del vendedor (con limitaciones y garantfas). Como acuerdo total del ticket de entrega Five-n edor proveedi los terminos estandares y condiciones detal- lados en caso de asr sir .requeridos. Con este documento, el comprad, ).r r ce;)ta los misrnos ya antes mencionad.os y que las cantidades y materiales fucron entregados comp se expresa en el mismo. Acepr: p gar el monto de acuerdo al contrcto; al mends que se identi- fique con una nota al frente de este documento. ? AGREGAVUS / UEMENFU / FRODUUTOS L 1, UONN,,RE`l'O VOLANTES Los productos de agregados son materiales naturales como piedra ealiza, dolomita anito, rota volcanica, arena, gravy y otros materiales silicios. Los productos de cemento incluyen Cemento de tipd'Portlapd de albaiLiler a, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos..de 4greaados corno piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezela 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, carte y/o perforacivn puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhal.ados. 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 del amoniaco. La inhalation del amoniaco puede causar toner, irritation o quemad:uras en la nariz, garganta y pulmones. Acudir inmediatamente al 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 manes con jabs n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expose a polvos mas de Jos limites recomendados, use proteccion respiratoria. P.rimeros 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 cemc;nto fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion med.ica inmediatamente si la h ritacion co.ntinda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds..information visita vvww.cemexusa.com. �ZZCC_MC_X 56235 22 ,( I Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: f� � 'i "; - Projecf Code: 1C11.,��,,tr' I•I x. i. �..�. 'Project tame: t-?Iyl�r Ticket'Date: Delivery Address: { t.%6-;..: �+'7 ,t bti '<7'1 '�� T'.�*. y I iJelwery instructions: Customer Job Number: Order Code / Date: Project P.O., Number: f' OrrlerP.O.Number. `' I Map Page:, Map/Row/Column: I Dispatcher: Ticket Number: Due On Job: Slump: J Truck Number: I Driver Number: J". Driver Name: End Use: i it if; i% .'1 -:7 U. ^a V +, h•fY.}4- r•I'! I"^1�41i t_it irriEP: C.i /'.i:' CQUANTITYE MATERIAL CODE I PRODUCTION DESCRIPTION IQLOAD UANTITY QUANTITYORDERED ..v v1i. s.kt. •~Jc 4..b:� 3..�{ii/F'rr.f . x„Aitf1. 3.al.k��.•.°$,ir.:.��Y'�1�":i9il ..� :•r.1 ._ ..,1i , i wJ 1. .�. :J'_',.11+� ! �r4•,.1 i1`t4 l-' a,t-� .' °..i.;t,t T t:C:ii•tr,�:;'! "{_:,'.. tJf ��'t'"''= JCash Check#/Auth Code: Signature of Driver Receiving Cash: ] Check Charge Comments: `l t UOM UNIT PRICE AMOUT ! '.rr, i. I Total COD Order Amount to Collect Without Standby Charges: WATER ADDED- GAL YARDS IN DRUM:_ f WHEN ADDED. SIGNATURE CURB LINE CROSSE91AT 0 ER'SIAGENT'S REQUEST: ! f✓ `— /� SIGNATURE L f ❑ 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 + ' INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati f any, and Seller's Order Confirmation (i ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree it"). Seller will provide the Standard Ter] ad Conditions upon requst. 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 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 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 estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera Jos 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 fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una rota al frente de este documento. AGRl GADOS / t;1+MEN`1'O / PR011UUTOS DE CONf:WT-O / (;WA.ITAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granrxi7; roca v,Qlcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de Ailer-1,2, pozzolan (tipo IP), azulejo de azotea y estuco..Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca 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: Mezcla de cemento fresco y/o cenizas volantes pueden causar initaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en .la pie]. 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, come y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura catida, 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, irritaci6n o quemaduras en ]a nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Llvese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ]avelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.ceinexusa.com. KEL"LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 1 PALM BEACH (561) 845-7445 ( MELBOURNE 321 www.ksmengineering.net ) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION December 18, 2014 14100355 Wynne Development Corp. 6 San Juan Lane Spanish Lakes I Port Saint Lucie, Florida JOB # : 142238-1d/ES/km ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 107.3 111.0 96.7 2. N.W. 38 107.7 97.0 3. Center 38 105.9 95.4 4. S.W. 36 106.3 95.8 5. S. E. 34 106.3 95.8 Soil Description: Brown Sand In Place Moisture: 8.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 111.1 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minim WRbq dig for , f��i Nq-6 FaxPf, 4�� E-ma oVtural Grade. 112.0 1 W E I I I I I I I 111.0—..—.�.—.. G I I I I I I I H I I I I I T I I I I I I I P 110.0 .—.._ ---.. I I I I I C I I I I I I I F 109.0—.j.—.. i..—.. ..—.j—..—i.—.. i ..—.. I I I I I I I D I I I I I I I R 108.0—..—.I.—..�..—.. �..—.�—..—I..—..�..—.., Y 8 9 10 11 12 13 14 15 r = ' JW �iq;b County Building Department Nhlakes.com Moisture - % of Dry Weight RECEIVED DEC 312014 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED December 18, 2014 JOB # 142238-1d/ES/km PERMIT # : �14.,lffl355 CONTRACTOR Wynne Development Corp. JOB LOCATION 6 San Juan Lane Spanish Lakes I Port Saint Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 40 107.3 111.0 96.7 2. N.W. " 38 107.7 197.0 3. Center 38 105.9 95.4 4. S. W. 36 106.3 95.8 5. S. E. 34 106.3 95.8 Soil Description: Brown Sand In Place Moisture: 8.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 111.1 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minim�rle�l� @14�ed�� for�e�� id, atural Grade. No. �1 u E-mut 112.0 1 W E I I I I I I I 111.0—:. ... —.—.�_..—�..—.. ..—. G. I I I I I I I H I I I I I T I I I I I I I P 110.0 1—.._.1. __j..—.. j_.._.j—.. j.._..+..—.. I I I I I C I I I I I I I F 109.0—.j.—.. i.._.. ..—.j—..—i.—.. i ..—.. I I I I I I I D I I I I I I I R 108.0 �..—.I.—.. �..—.. �..—.�—..—I..—..�..—.., Y 8 9 10 11 12 13 14 15 Moisture - % of Dry Weight e County Building Department ilakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 06/09/2015 09:20- 7728787656( WYNNE BUILDING CORPr- PAGE 01/01 06/ 1.8/2014 15: 29 7728787656- WYNNE BUILDING CCRP ) PAfat W1 and RECEIVED JUN 0 9-2015 St. Lucie County Building a zowng Depaartzrmmt 2300 VirgWn Avenue Fort-pleirea, FL 349D 772-462.2165 E= 772-462.043 Request for 30-Day TemporarY ft wer release 1'+erateit Number. ���� Hate. Property Address: 'I1_1E �i EI�,SiGNE D I� RX QUEST RIalGEASE OY ELEC'I'f�Ct�L PC+ Aa TO TBE ABOVE IDESCRM]E D I'jK0PERTy2 Fo It A PERIOD NOT TO EXCEED WEMWY 09) DAYS, POP THE pIJItPGSE fJF TESIING AND EQUIPMENT OFN'�REQUEST ��T�FOR I�dNAL INSpECTXO N. IN CO NSI�J I�,A,7fION 0F' ACKNOWLEDGE AND AGREE AS FOILLOWS. 1. This t4OPOrarY power release is requested for the above stated parpose only' aFathere.will ben* acwPancy Of A"y tyPe, t Mer•the" that penWtted by eansiruction duiring this dint period. _ A s'w5trees5 by oats signatures, we hereby agree to abide by all term and conditIOAS Q£ this agreemen; including Buildlhg Divistore1�013ey, wWcb is �1c0Xpmsated 1aerein by seYere a. 3. �11 rianditiew sno requirements listed in Me attached document entitled "Regx0rements for 30 pay rower for Testius" have been i'u f led and the prenwe is ready for compliauae inspection. 4. All requeots for an extension beyond 30 ORO must be made in wx'ft to the oualdi4 oft'al stating the ressoa for (he request- power way bw a Final has notbeen p+praved within 30 days. dA lee of $10.00 will be >requ red•tO lift th the Wo k �ection ftm #he site and/or a stop work Order Usued it Order. WE HEREBY RELZASY, AND AGUEE TO HOLD 11ARMaLESS, ST. LUCIE COUNTy, AND THEIR )empLQyE8S. FROM AA,L .L A ILI"g'MS AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARIS31 NOW OR IN TIM FUTUIM OUT OF THIS TRANSACTION, INCI-,IX)MG A:Ny DAMAGE WHICH mAy BE INCI.TRRED DUE TO TEIE IDISC€DNNECTION OF ]ELECTRICAL POWER Ili EVENT OF VIOLATION OF THIS AGREEMENT. OWNER DATE JOSEPH E. SMITH, CLERK ( )HE CIRCUIT COURT - SAINT LUCIE COUN' FILE # 4005321 OR BOOKt^._,�PAGE 210, Recorded 10/17/2014 at Lo:55 AM AFTER RECORDING -RETURN T0: tl:i:irx.ti>.r::•r, cu h•,�;:.,; Jnu; od: PERMIT NUMB€ r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. 1 / Florida statutes the following information is provided in the Notice of commencement. \`J( I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER'- 3.1 4 — S O 1 —1 7 01 — 0 0 0 9 /� Spanish SUBDMSION TRACT LOT BLDG UNIT _ 1tBLOC!( �n Section 26 o ns \^(\ ^ single family residence 2. GENERAI. DESCRIPTION OF IMPROVEMENT: 9 L/.J1 3. OWNER INFORMATION: a. Namc_kL nme__2L6 i 1 H i r76,rnriit ion b. Address 8000 S. US1, Suite 402, PSL, FL 34952 c. in(crest in properly d. Name and address of fee simple titleholder (if other than owner) I CONTRACT.OR'SNAME. ADDRESS AND PHONE NUMBER: Wynne Development Corporation B000 S US1r Suite 402 PSL Ft 34952 772-878-5511 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 Section 713.)3 (1)(a) 7., Florida Statutes: Doug .Brantley 1 Silver Oak Dr. PSLr FL. 201-8418 NAME, ADDRESS AND PHONENUMZER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 71113 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 20_ �' Matthew Lyle Wynne Vice-president of Orai✓[t�o w e r Print Name and Provide Signa mry's TilldOffice Owner's Authorized Officer/DirectorfPartner/Manager State of Florida County of 4 C c u r i e / y The foregoing instrument was acknowledged before me this / day of lJ �i-Dd C7C. • • Z0� By Matthew Lyle Wynne .as vice � Lce71 bar_ . (Name of person) (Type of authority... e.g. Owner, officer, lrustec, attorney in fact) For Wynne Building Corporation (Name of parry on behalf of whom instrument was executed) Personally Known— produced the following type of ID. DOROTHY ANN BASKIN n Notary Public -Stale of Florida y� = My Comm.Expires Oct 2. 201 -60 ieorl-f NrU �S� 6 Coir.mission # FF 076226 (Pnnted Name of Notary Public) (Signature of tary Public) i'•t Ins'' bonded Through National Notary Assn. Under penalties of perjury. I declare that I have read t foregoing and that the Facts i it ace true tolh et6cil o m ki belief (section 92.525. Florida Statutes). _ Signature(s) of Own r(s) or er(s)' Authorized OCfic i tor/Pa rtnc r/Manager who signed above: By: R,, 0Nd01]007(Ra id.n11 STATE OF FLORIDA ST. LUf4E COUNTY 00"T T Z1011 Date: 05/26/2015 12:52 7728787656 WYNNE BUILDING CORP' PAGE 01/03 0 Professional Insulators of South Florida FTC Insulation Installation Certificate To., St Lucie County Date: May 19, 2015 Re: Lot/Block: Address: G San Juan Project! aea-__ 11L_L a..... k-44 ... 1.1k in 41Lo 9havP deacriherl nrnnerty as follows: A►M y11UGL b1 l]G%A AA -A-- r.. •u.w- 1. Exterior CBS walls have been insulated with: Ispray-on Cellulose Thickness in incites: Fiberglass Blankets Manufacturer; M Foil Rock Wool Blankets Density: X Aluminum Toil R-Value: R 4.1 Rigid Board Polystyrene Otter 2. Ceilin s ¢evel) have been insulated with: _ S ray -on C_ ellulose _ Thickness in inches: 10,2511 X IFiberglass Blown Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open en Cell SFF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density Fiberglass Blown R-Value: R-30 Cellulose Loose kill Open Cell SPF 3. Interior kneewalls have been Insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer; Rock Wool Density: Fiberglass Blowa R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer; Owens Corning Spray -on Cellulose Density: Open Cell SPF R Value• R-11 S. The following have been insulated: '� «•"'''" • '''' ••'�+r+r' rrt : VMS „." . +i "''►,�� W !ne Building Corp` General Contract/Builder CBC1254047 # Competency 54, SO Florida, Inc. Professional Insulators of South Flit 5p+! Insulations Contractor '�C-T'J'q / Planni& Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: W1 a - 0 ASS JOB ADDRESS: San �TLo,0 �-�"� � CS(,_ 30 51, BUILDER/CONTRACTOR: ©dam 6 - t < < PEST CONTROL CONTRACTOR: I& _i4 - r-i9M PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance wi the standards of the !National Pest Control Association. Square feet if area treated: �Chemicals used: &cz l ► _ Percentage of solution oO6 Date of Treatment: 11-3o-is Footing 1`1 Treatment Re-Treat Drive y 151 Treatment Re -Treat Other u�-1 1 Treatment Re -Treat Total gallons used: -1/7, b Time of Treatment: 3 Slab V Treatment Re -Treat Pools 1� Treatment Re -Treat �erimeter for Final Inspection Signature of bdd minator Note. • There must be a completed Join 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 lnspecdon wl// fall and a-re-inspac on fee charged. FBC104.2.6 Certficate of Protective Treatmentforpreventlon ofterm/tes A weather resbtantjobsite posbng 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 locatton, area treated, chemical used, percent concentration and number ofga/lons used, to establish a verifiable record of protective treatment If the soil chemical barrier method for termite prevention is used, final, e4wlor treatment shall be completed prior to final buliding 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. 05/04/2015 09:12 7728787.;F5 85118t2014 15:29 772A' 156 WYNNE BUILDING C ARP PAGE 01/01 WYNNE BUILDING, ZF' PACE 02/03 -S NDate:A\ Property Address: SL Lie County Budding & Zoning Depertment 230 YireniaAvenue Fort Plerce, FL 34982 772.462-2165 Fax 772-467r6443 Request for 30-Day Temtporary Power Release o c-N (Permit Number; \\—W TH19 UNDERSIGNED HEREBY RE NDERSIIGNEDHEREBY1EQUEST RELEASE O)F ELEC IUCAL POWIM TO THE A$O7E p7\MED PROPERTY, FOR A PERyOD NOT TOEXMDTHSFY(30)DAA$, ,FOR THE PURPOSE dFTESTING SYSTEMS AND EQUIPMENT IN PREPAkATi®iFVRFAL IsSPF.MfN, V CONSIDERATION OF TROVArOF THE REQUEST WE GEBY ACKNOWLEDGE AND AGREE AS FOLLOWS: . 1, pia temporary power release 8s requested for the above seated pmpm only, and -there mill be no acmpaney of any type, other -than that pemaitted by constraaction dugin8 this time �eviod. 2: As'w,itnass by our sigiAteres, we hemby agree W abide by W1 terms aatd eonditims of this agrceemen4 Includlog Bui MnS Divistott.Policy, wWcta is lascox'poraW herein by rderence. 3. All conditions and requirements listed Jn the attached; document entitled "Requirements for 30 Day Power for Testing? leave been Mtllled and the Nprexigge is ready for empali0nee inspection. 4. All requests for an extebsion beyond 30 days must be made hi writing to the Sanding Official stating the remote for the reque I. Powvr way be removed trom the site axad/br a Stop Work Birder issued if the Kntal Impection leas not been appaovO within 30 days. A fee of $100.00 will be required -to IM the Stop work Order. WE REBY)RE1LEASE AND AGREE TO HOLD XAR LI�SS, ST. XCITE COUNTY, AND THEIR EI PLOYE98 FROM ALL I.,IAz�'[i .I'I'IES AND CLARt4S OF V �+ OF NATUAH WE•CII MAY AR1 �' NOW OR IN T 'I' OUT 0? �('M �At`"�)r�l�fI INCLU'MNG ANY DAWAG]t WHICH Y BE IN IDS DUE TO T )DIS 1 Ir�TON O F ELECTRICAL �9I, POWER A111 01 YI�ILE� _ I TlAGREEMENT. \A DATE DATE RECEIVED MAY TITAN C43MCF ETE Thank you - We appreciate your business Materials for Life Ticket no. goocretd FORT PIERCE 4199 SELVITZ ROAD 287049 FT PIERCES FL, 34982 Delivery date Plant Truck Driver ITrucksize Type job 01 / 21 / 1 5' 14 .0 ZE I L I NSK I', RODERT `�. CC+� DE'Aln Customer no. Customer name Zone Tax CD 900OA-53 5 I RODNEY HALL CONCRETE CONST TE Tarmac project no. I Customer P.O. no. Order no. (Terms code 1-Charge delivered 3-C.O.D. ` . Time due 441 031 12973 ' ACharge F.O.B. 4-C.O.D -F.OB. 1 0 - 1 5 Delivery name and address Lot Block County ST LUCIE COUNTY S SAN J'UAN LN, PORT SAINT LUC I E Instructions SPAN I SH LAKES: US 1 Sy TI_ SPAN I vaH LAKES RD, TR slump MEDITERRANEAN BLVD, TL SAN J'UAN LN. 8.00, Quantity I Product i WM Unit' price) Amount Load i Cumulative i Ordered I Code i Description B8P 1 03@('.WI 06 PM 007 FUEL SURCHG 014 ENV I RON SIJRCHG CY LD LD Load Are job site Start discharge Finish discharge Leave job site Arrive plant Subtotal f� f��� ��� Sales tax r /,� TOTAL Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. Gallons of water added: Gallons of water added: Gallons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly No. Authorized and received by ❑Yes No ❑Yes ❑No I 69628� I X Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct r'.I IRTr)KAPP r r)PV TITAN FLOR6A LLC TERMS AND CONDITIONS OF SALE - 3r. 1. All sales will be subject to these terms and conditiotiy "Contract") and, if buying on credit, to I)uyer's credit agreement with Seller, incorporated herein by reference; all other` terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with'the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to the jurisdiction and venue of the state arid federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 101 proximo may be deducted if no previous balances are past due. Interest at the lesser of 11/2% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The mininnum load for each delivery is P/2 cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "fora measurement" or measured "in place". Yield will be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACT") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OT"HER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH INTHIS HIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY.OF BUYER UNDER THIS LIMITED WARRANTY. -ler will not be esr for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Bever Buyer will.he responsible to see that the concrete is handled in accordance with best construction practices. .,et tt nas no control over t, 'lu or handling of concrete after unloading and does not guarantee the finished work. in which it is used. Buyer will be! cQponsible to prevent co,• rete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are not • egularly supplied by the Seller in the rnarkUplace E3uyer n l i t r S,ziely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in ev, r- ,,.::. . �, or which maybe required to provide workability, strength, setting time or water cm:tit ratio, will result in an additional inlrrc:.' ! I by Buyers 11. Concrete will be batched and delivered in accordance with ASTM C-9- ;.onL.'_LC temperature will be di•. �a:t;d by -the c ^ . rial Bondi tions aVt e time of delivery. Any requirement beyond these conditions will require the implementation oi' controlleel tL 7 ,. l n i; ,at the xa expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery ofa. y claim against Seller as a result of air,,- ..ilege • orn i ng n,,, • a is or any other cause whatsoever (other than failure to meet compressive strengt! in.. Ont.k, event the time for notice -;,!tl be wii !!vs alter ti... LI!stoutary time for analysis of the test cylinder), time being of the essence. Selle :.,;i be riccn reasonable opportunity ,k claims. Any !<, i. i,y BIlyer to give written notice within such 48 hour period will be deemed . conclusive waiver by Buyer of all such 13. SELLER WILL NOT BE LIABLE UNDER ANY CiRCUMSTANC i i FOR ANY SPECIAL, INCIDENTM., Pt_ a `10- "I:Qul-,11" + JAI_ DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMr.GES REI-KrED 'TO DELAY Wl' ITIF". BASED Uhl ",1 'ill: l' l-{'' CONTRACT, OR OTHERWISE,AND WHETHER OR NOT ARISINC "ROM SELLER'S NEGLIGENCI: y' .';, "I 1,f A71,ir 1'7 ' ' %U1;, W-IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUET(' THE ACTIONS OF OTHERS ( r,'MURL OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCiiASE PRICE I' T i , GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Dc;"arin,:rtt, 455 Fain a} DJvc, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the t7xient permitted by law. WARNING: CAUSES SKIN IRRiTATiON -INJURIOUS TO EYES. CONTAIN�PORTLAND CEMENT. FRESHLY MIXED CONCRETE MX-r' CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE, RINSE IMMEDIATELY WITI WATER AND GET PROMPT MEDICAL AI'TENTION. KELP OI' f' OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT WWW.TITANAM.ERICA.COM. NRev'd 2-011 �, 12/19/2014 17:10 7725896e '�, KSM ENGINEERING PAGE 02/02 VjL - KELLER, SCHLEICHI=R & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMLNGINEERING.NET ST. LUCIE [772) 220�9093 C.A.: 5693 $OIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION ITEM TESTED December 18, 2014 14100355 Wynne Development Corp. 6 San Juan Lane Spanish Lakes I Port Saint Lucie, Florida Compacted Foundation Fill TEST LOCATION DEPTH PEN DRY OF SAMPLE READ DENSITY 1. N.E. 2. N.W. 3. Center 4. S. W. 5. S.E. Soil Description: Brown Sand In Place Moisture: 8.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density- 111.1 P.C.F. 0" - 12" 40 107.3 " 38 107.7 " 38 105.9 " 36 106.3 " 34 106.3 @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minirr2lAid eCttuo _ NO)l R -► t F rr E-m°K:f P IA "ek.Naturaf Grade. 112.0 1 JOB # ; 142238-1d/ES/km MAX.DRY PERCENT PROCTOR VALUE COMPACTION 111.0 96.7 97.0 95.4 95.8 , REftj� Ebl DEC 19.2014 VV E I I I I I I I 1 111,0 G I I I 1 I f I H f I I I I T ! I I I I C I I I I I I I F 109.0 r .._.i.�, D ' R 108.0 Y 8 9 10 11 12 13 14 15 X % pie County Building Department ishlakes.com Moisture - % of Dry Weight Ronald G. Keller, P.E.: 37293 / $I Lio, No.: 860 / Julie E. Keller, P.E.: 08366 TITAN 4S�/ �®NCi�ETE Materials for Life° "Thank you - We appreciate your business" Ticket no. P l/V o3S� FORT PIERCE 4199 SELV I l Z ROi D 286900 FT PIERCE, FL ,34982 Delivery date Plant Truck Driver ! Truck size Type job t.�i1 /► 9/15 E28 16 ACKER, DOUGLAS Ityae +Zll i SLAB Uh Customer no. Customer name Zone Tax CD 90004535 I RODi EY HALL CONCRETE CONST Tr, Tarmac project no. I Customer P.O. no. Order no. I Terms code t Charge delivered 3-C.O.D. Time due 03 441.i. I-ILI.3 ' 2.6. 4 t� cr • -Charge FOR -FO.B. ��' ;; �•� Delivery name and address Lot Block County SF LUC I E COUNTY - 6 SAN JUAN, PORT SAINT LUC I E Instructions Slump ce 0� Quantity ! Protluct U/M' Unit price `Amount Load Cumulative Ordered Code Description 10. 00 : 04 00 30, 00 CARPvR I UD2500 4rr57 CY II2+0 1j7+ I" rai wiSTE'RFIPER 1,470 . 75 ;: CY i. Q)o 80(+007 FUEL SURCHC LD 1.00 S!?"+W? 4 ENV I RON SURC3-tO L D RECEIVED ]AN 49 Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal sales tax L X-A TOTAL � 9 f fl ,I Additioria'i water added6to I this co q crat1e , lA reduce its sitr/ehlgth. Any water added is at customer's risk. Gallons of water added: aIIons of water added: Ga[tons of water added: Amt of CY Retained: Customer Approval: Customer Approval: Customer Approval: Customer Approval: Tested Tested properly No. Authorized and received by ❑,Yes ,❑.No ❑ Yes ❑ No, I R,96270 ' IX Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause Him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct . - I v�.;.1% r'.I I-QTnRAPP (nPV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE 1. All sales will be subject to these terms and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract; Buyer hereby consents to the jurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. ' 2. Payment terns: Net the last day of the month following the month of delivery, without deduction, retainage, set off or charge backs. A cash discount of 1 % 101 proximo may be deducted if no previous balances are past due. Interest at the lesser of 1'h% per month or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. in addition to any other available rights and remedies, Seller will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion ofthis Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed a waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is 1.1/ cubic yards. 4...Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery beyond curb lines, Buyer assumes all. liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place". Yield will. be established in accordance with applicable ASTM standards. Buyer will pay all charges incident to inspection or tests made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("ACI") standards, when tested in accordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida statute 718.203, as applicable. ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PAIZT'ICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SETFORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material has been added by or on behalf of Buy:,,`: Buyer will be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the pl.aeing k handling of concrete after unloading and does -not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete.after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. r 10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to providq;vvorkability, strength, settitlgtime or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accorclaltce with`A; iTNI C-94. Concrete temperature will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim against Seller as a result of any Acged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time f'or notice will he within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Sellcr will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WiLL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR TIIE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO ,rf-lE PURCFIASE PRICE OFTHE GOODS SOLD UNDER THIS CONTRACT. 1.4. Notice. All .notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. WARNING: C,AIJSES SKi_N IRRITATION - iNJURIOUS TO EYES. CONTAINS PORTLAN.D CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE, SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WiTH WATER. iF ANY MIXTURES GET INTO THE EYE, RINSE, IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL, ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATERIAL SAFETY DATA SHEETS (I%ISDS) ARE AVAILABLE AT WWW.1'11'ANAiMERICA.COM. Rev'd 2-08y U ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® Q J�Qc1 RE: M11323 - 62' Grand Carlton III with porch MiTek USA. Inc. Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL 6904 ParkeEastBlvd. 62' GRAND CAR2����I�III �Il�H5PORCH Model: M11: 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/TP12007 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. No. I Seal# ITruss Name Date 17/19/013 1 IT4938742 JA5 12 IT4938743 JA6 1 7/19/013 1 13 IT4938744 JA7 1 7/19/013 1 14 I T4938745 I A8 17/19/013 1 15 IT4938746 JA9 1 7/19/013 1 16 IT4938747 JA 1 7/19/013 1 17 IT4938748 I GRA 1 7/19/013 1 18 IT4938749 IGRB 17/19/013 19 I T4938750 J J2 1 7/19/013 110 I T4938751 I J4 1 7/19/013 1 1 11 _ I T4938752 J J6 1 7/19/013 1 112 I T4938753 I J8 1 7/19/013 113 I T4938754 I KJ8 1 7/19/013 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, 2015 IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. ,1111111111//A. �. GCE No 39380 ( = STATE OF FL Cert. 6634 July 19,2013 Albani, Thomas 1 of 1 Jib Truss Truss Type City Ply 62' Grand Carlton III with porch T4938742 M11323 AS SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:08 2013 Page I D:2GIS cwwyY5h nGhXVARzUkuyu FU M-UgOFQGyiQO KxhLwEVOEgVfgGaJgtpvYMxo_tsFywU u i 7-8-5 10-s-4 17-ao 20-0-8 2s-a-o 34-0-0 3s-o•0 0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:60.3 4.00 12 5x8 I I 6 2x3 II 2x3 II 7 46 % 3x6 2x3 Zz 4 5 8 3x4 3 9 N 2 14 10 11 1 � 5x12 MT18HS = )6 4x10 = 13 12 3x6 5x12 = 2x3 II 2.00 12 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 : 2:04-2 Ede 4:0-3-0 Ede 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.72 14 >558 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL)-1.4713-14 '>271 240 MT1BHS' 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.43 10 n/a n/a BCDL 10.0 Code FBC201 OITP12007 (Matrix) Weight: 154 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=-179(LC 6) Max Uplift2=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=5281/3019, 3-4=-4949/2747, 4-5=-4901/2754, 5-6=-4974/2856, 6-7=-2341/1489, 7-8=-2314/1408, 8-9=-2372/1395, 9-10=3052/1725 BOT CHORD 2-14=-2775/5007, 13-14=-976/2035, 12-13=-1520/2822, 10-12=-1520/2822 WEBS 3-14=-311/333, 5-14=-247/266, 6-14=-1712/3155, 6-13=-253/524, 9-13=700/469, 9-12=0/272 `%%%J111111111 1) Unbalanced roof live loads have been considered for this design. ��TES �� p,S A, 2) Wind: ASCE 7-10; Vint=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp ,��` Q�•• G•E•N S' •• C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 : �`�.••�,� _9� 3) All plates are MT20 plates unless otherwise indicated. •••-� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 39380 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 fitz between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify'capacity of: �• VIZ bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 Ito uplift at joint *o O •, J ATE 10.All 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i�i,;� • 4 0 R 1, 0 .> /0 LOAD CASE(S) Standard N A; FL Cert. 6634 July 19,2013 ® WARNING - Verify design parameters and READ NOTUS ON THIS AND INCLUDED M7EKREPERENCE PAGE MII.7473 BEFORE USE. Design valid for use only vdth MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 it5authemPine�SP Iumberisspecifed,thedesignvaluesaret:hoseeffec[iveO6/O1%2013hyAL5C Jeb Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938743 M11323 A6 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:09 2013 Page ID:2GIScwwyY5hnGhXVARzUkuyuFUM-ysaddcyKB iSoJWQ3jlv2tNP8j4OY17WASkQPiywUu �1-0.0 8-11-11 16-0.0 i 18.0.0 20-4-8 25-11-15 340.0 35-0-0 1-0.0 8-11-11 7-0.5 .2-0.OT2-4-8 5-7-7 Scale = 1:62.4 4.00 12 5x8 % 4x5 5 6 2x3 Q 3x4 5x6 WB % 5x6 WB 34 78 y 2 14 1 9 1�� 10 0 5x12 MT18HS = 13 I; = 3x4 = 12 CS 11 3x6 5x6 = z.00 12 2a'd II 10-6.4 15-0-0 6-0. 20-4-8 25-11-15 340 0 10-6.4 4512 -0.0 4-48 5-7-7 8-0.1 Plate Offsets X Y : 2:0-4-2 Ed a 3:0-3-0 Ed a 5:0-4-0 0-2-6 7:0-2-7 Ed a 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl' L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 ' Lumber Increase 1.25 BC 0.72 Vert(TL) -1.28 2-14 >313 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Hoiz(TL) 0.40 9 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 157 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. BOT CHORD 2x4 SP M 30 *Except* MiTek recommends that Stabilizers and required cross bracing be 2-14: 2x4 SP M 31 installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 `Except Installation guide. 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=-169(LC 6) Max Uplift2=816(LC 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=-5263/3001, 3-4=-5128/3006, 4-5=-4901/2767, 5-6=2217/1393, 6-7=2293/1373, 7-8=-2301/1352, 8-9=-3064/1741 BOT CHORD 2-14=-2754/4988, 13-14=-1082/2265, 12-13=1021/2111, 11-12=1536/2836, 9-11 =1 536/2836 , WEBS 67, 5-14=-1543/2851, 5-13=388/171, 6-13=-151/496, 8-12=-819/564, PS A��/�'�,,,,, B-11=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. %♦♦♦,, ,�♦♦ �o_\Vn�� G•E N S^^II•``vq ����i '� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Ex� O 39380 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ATE 4 tj Z •' between the bottom chord and any other members. i ��•.C� Q.'• 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of ��,♦, i 1 10 bearing surface. ♦ s 8) 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 -,.-j s/ • • �` ♦♦♦ 9. ��I,,� N A; 9) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2013 AWARNING - Verify design parameters and READ MO7ZS ON7TIIS AArD INCLUDED MfMEKREFERENCE PAGE MR-7473 BEFORE USE, Design valid for use any with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610.4115 IfSauthemPine�SP lumber is specified, the design values are these effective06 011201313yALSC Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938744 M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:112013 Page " ID:WSJgpGwalPpeur6hk9UjG5yuFUL-vFiN21_ajJ WYofpA8nN71S000iP09VpemDXTaywUu 1-0.0 8-10.10 140.0 20.0.0 25-11-15 i 34-0-0 35-0.Q B-lato s-1-s s-ao s-11-1s B•a1 1-ao Scale = 1:61.3 5x10 % 5x6 = 4.00 12 4 5 2x3 3x4 3 6 m 1 2 11 7 I 5x12 MT18HS d 410 = 10 9 3x6 d 5x12 = 2.00 12 2x3 II 10-6-4 14-0-0 20.4-8 25-11-15 i 34-0.0 i 10-6-4 3-5-12 a4-8 5-7-7 8-0-1 Plate Offsets X Y : 2:0-4-2 Ed a 4:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (fee) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.63 11 >638 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.35 10-11 >296 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 147 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 "Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Harz 2=150(LC 6) Max Uplift2=-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=-5269/2981, 3-4=-4931/2758, 4-5=2137/1353, 5-6=2348/1397, 6-7=-3031/1715 BOT CHORD 2-11=2733/4998, 10-11 =-1 39712758, 9-10=-1508/2801, 7-9=-1508/2801 WEBS 3-11=371/412, 4-11=-1307/2558, 4-10=-783/392, 5-1 0=1 71/459, 6-10=711/484, 6-9=0/280 NOTES 1) Unbalanced roof live loads have been considered for this design. rrtr�� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp `,,1111111 � A. C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 NN,PS 44n • 3) Provide adequate drainage to prevent water pending. • v �� ,�% Q�•' C•E•N S' •• 4) All plates are MT20 plates unless otherwise indicated. ��,`�.'•�,� �9�i �i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �'`� 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 0 3938 0 between the bottom chord and any other members. * �� 7) 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. { Z •' 8) 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 : . ATE :• 7. p ' <(/ 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O R l O P ,. '�,��Ss�� LOAD CASE(S) Standard %% rinlll FL Cert. 6634 July 19,2013 A wdRNING - Verify design parameters and READ N07ES ON THIS AND INCLUDED W7EKREFERENCE PACE Mr-7473 BEFORE' USE, f Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Salety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. Vqq 2314. Tampa, FL 33610-4115 f11 Southern Fine[SPj lumber is specified, the design values are these effective 05�01/2013 by ALSO JAb ss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 TA8 SPECIAL 1 1 T4938745 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:13 2013 Page ' ID:WSJgpGwalPpeur6hk9UjG5yuFUL-rdpBTzOgFwyEn6oBIZprCjY7vKOxU8n554ieYTywUu ,1-0-0B-ru 12-o-0 1s-e-a 2o-4-e z2-o-o 2a-e-12 34A-0 as 1-0.0 6-8-4 3-3-12 3-e-4 48-4 1-7-8 2-8-12 9-3-4 Scale = 1:61.3 5x6 3x4 2x3 II 5x10 = 4.00 12 4 14 5 6 15 7 / 2x3 � 2x3 / 3 8 cA 2 13 9 10im n 5x12MT18HS= d d 4x10 = 12 11 3x6 5x12 = 3x4 = Zoo 12 10.8-4 20.48 22-0-0 34-0-0 10-6-4 9-10-4 1z-ao i Plate Offsets MY): : 2:04-2 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.61 .13 >656 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.31 12-13 >306 ' 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 M 30 *Except* MiTek recommends that Stabilizers and required cross bracing be : 922 x4 M 31 installed during truss erection, in accordance with Stabilizer WEBS 2xx44 SP No.3 Installation quide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-B-0 (min. 0-1-8) Max Horz 2=130(LC 6) Max Uplift2=-816(LC 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=-527912992, 3-4=-4928/2744, 4-14=-3740/2134, 5-14=-3740/2134, 5-6=-2467/1511, 6-15=-2476/1519, 7-15=2476/1519, 7-8=-2545/1492, B-9=-2889/1683 BOT CHORD 2-13=2744/5007, 12-13=-1673/3161, 11-12=-1152/2370, 9-11=146712678 WEBS 3-13=-362/404, 4-13=-910/1686, 5-13=255/754, 5-12=868/517, 6-12=-260/228, 7-12=-294/365, 7-11=-289/642, 8-11=-480/467 NOTES ,,`,11►111111/���,, 1) Unbalanced roof live loads have been considered for this design. PS A,q I� 2) Wind: ASCE 7-10; Vult=165mph Vasd=128mph; �e o (3-second gust) 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 DOL=1.60 •'•\ Ci E N $ •'•,'9 �� plate grip �� .2. 3) Provide adequate drainage to water : • \' '. prevent ponding. • • 4) All plates are MT20 plates unless otherwise indicated. O 39380 a 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ; ; J 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit -- between the bottom chord and any other members. 7) 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. i . TATE <C/ 8) 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 i O 9) "Semi -rigid including heels" Member fixity �j�s ; 1 pitchbreaks end model was used in the analysis and design of this truss. �% LOAD CASE(S) Standard �s;� N A�.%% 1 FL Cert. 6634 July 19,2013 ® WARMNG • Verify design parameters and READ M07ES ON 7SIS AND INCLUDED bf M REFERENCE PAGE MII-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional bracing the is the MiTek permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 j If Southern P ne�SP l umber is sp ecdi ed, the design values are those effective 061,01/2013 by ALSO Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938746 M11323 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:15 2013 Page ID:_etC1 cxC3ixW?huls?ypJyuFUK-nOxuufl5nYDyl QyaP_sJH8ddD8Aly?30Y0BkcLywUt �1-O.0 6-7-15 10.0.0 15-2-14 20.4-0 24-0.0 27-4.1 34.0-0 35-0-Oi 1-0.0 6-7-15 3-4-1 5-2-14 5.1-2 3-8-0 3-4-1 6-7.15 Scale = 1:59.3 4x4 2X3 4.00 12 3x4 = II 5x10 4 16 5 6 17 7 2x3 2x3 1- 3 8 N r' c5 N1 2 9 10 N d d 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 10.0.0 20-4-0 24-0.0 r 34-0-0 i 10.0-0 10-4-0 3-8-0 10-0-0 Plate Offsets X Y : 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >749 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >292 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 156 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 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 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 quide. REACTIONS (lb/size) 2=573/0-8-0 (min. 0-1-8), 9=297/0-8-0 (min. 0-1-8), 13=1381/0-8-0 (min. 0-1-14) Max Horz 2=109(LC 7) Max Uplift2=-450(LC 8), 9=-268(LC 8), 13=-913(LC 8) Max Grav 2=690(LC 19), 9=387(LC 20), 13=1598(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1210/683, 3-4=-875/463, 4-16=795/458, 5-16=-795/458, 5-6=-387/812, 6-17=387/813, 7-17=-387/813, 7-8=-96/280, 8-9=-303/178 BOT CHORD 2-15=-547/1104, 14-15=-24/290, 13-14=-24/290, 12-13=-254/277, 11-12=-254/277, 9-11=-148/252 WEBS 3-15=371/357, 5-15=-258/648, 5-13=-11961756, 6-13=263/230, 7-11 =-1 581384, 8-11=-419/384, 7-13=-825/447 NOTES ,,`1►111111///I 1) Unbalanced roof live loads have been considered for this design. ��� S A. . �� P ......... • ��9 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp `,�� Q•\ E n' •, �� % S1 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a_10.0 psf bottom chord live load nonconcurrent with any other live loads.39380.- 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 fits between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2, 268 lb uplift at joint 9 �{� and 913 lb uplift at joint 13. ATE 411 � 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i��' �< 0 R > P •• �_��� ,null FL Cert. 6634 July 19,2013 ® WARNING - Verify design parametas and READ N07ES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE I91.7473 BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is foran individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. Tampa, FL 33610-4115 IiSauthem PIne�SP� lumber is specified, the design values are those effective 06101/2013 byALSC ab Truss Truss Type City Ply 62' Grand Carlton III with porch T4938747 M11323 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:06 2013 Page ' ID:a3B4PavKnnZweXyJckSFBgyuFUN-YHuU?awRun4DSImrObBCQE12oW61L?83UUVmoNywUu �1-0.0 6-7-13 152--94--1U-0.I 21 27 340-0 0.0 1-0.0 6-7-13 0 4-7-3 7 6-7-13 1-0-0 Scale = 1:58.4 4.00 12 4x4 = 8 19 2x3 I 18 2x3 I I 3x6 5 7 3x6 4 8 3x4 3x4 3 9 2 10 111A d1 144 d 3x6 17 16 15 20 21 14 13 12 3x8 _ _ 2x3 I I 4x6 3x8 = 3x8 = 4x6 2x3 I 6.7-13 12-4-13 21-7-3 27-43 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 B-7-13 Plate Offsets X Y : 2:0-3-14 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 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 >547 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. 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 Uplift2=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=-2656/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=2656/1658, 7-8=-2606/1555, 8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-1636/3008, 16-17=-1636/3008, 15-16=-1636/3008, 15-20=-928/1921, 20-21=928/1921, 14-21=-928/1921, 13-14=-1636/3008, 12-13=-1636/3008, 10-12=-1636/3008 WEBS 6-14=-524/892, 7-14=-313/305, 9-14=-600/407, 6-15=-524/892, 5-15=313/305, 3-15=-599/407 11111111111111, % NOTES p.S A. , 1) Unbalanced roof live loads have been considered for this design. �� 0 • G E Ni"-.. 'n 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp%'-e.••V C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ` O �! 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F39380 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits 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 joint- 10. • ;r�� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % AT Iii%� 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, A, Q. �4U% and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others, i, 0 R Q \ 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j s • • • G �� O N A� 1- `%%%% LOAD CASE(S) Standard 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 Celt. 6634 July 19,2013 Continued on Dacte 2 AWARIONG - Verify design parmneters and READ NOTES ONTHIS APIDINCLUDED MITE REFERENCE PAGE 1S711-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safe,ty Information avoidable from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 2314. Tampa, FL 33610.4115 its authernP'ine[SP lur[therisspec�ed, the designvalues ale those effectire06/01/2013byALSC Jrb Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938748 M11323 GRA HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Ff. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:17 2013 Page ' ID: etClcxC3ixW?huls?ypJyuFUK-jP3fJL3LJ9TfGj6yXPunMZiokxl0QtthOigrhEywUu -1-g 8-0-0 11-1-1 17-0.0 i 1850 �2-z-z 26-ao 34-0-0 35-ao 1-0.0 1 -15 i-6-0 3-8-2 3-9-14 8-0-0 1-0-0 Scale = 1:61.3 (+) Top chord must be braced by end jacks, 4x4 = roof diaphragm, or properly connected purlins as shown. 11 14 9 7x10 6 17 6x10 4.00 12 4 4x6 19 3 0= 13 6x8- 21 10 N N 2 22 A 23 u �r1 cY jc5 d 3x4 = 29 28 27 26 25 24 4x4 = d 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = i 8-0-0 11-1-1 18.6.0 26-0.0 34-0-0 8.0-0 3-1-1 7-4-15 7S0 B-0.0 Plate Offsets MY): : 3:0-3-8 Ede 21:0-3-8 Ede 22:0-3-10 Ede 24:0-3-B 0-3-0 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-a0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.33 2-29 >397 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. Except: 3-11,11-21: 2x4 SP No.3 1 Row at midpt 8-21 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-28: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 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 All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-357(LC 8), 27=-1183(LC 8), 26=-1480(LC 8), 22=-643(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=470(LC 19), 27=2282(LC 13), 26=2899(LC 14), 22=947(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=514/295, 3-5=-371/987, 5-7=-636/1292, 7-8=-636/1292, B-10=-636/1292, 10-12=636/1292, 12-13=-636/1292, 13-15=636/1292, 15-16=-636/1292, 16-18=-636/1292, 18-20=2128/1209, 20-21=2128/1209, 21-22=-2206/1190, 6-9=152/308, 9-11=-140/372, 1111111111 �1/-' 11-14=-216/415,14-17=135/278 ,,�11 BOT CHORD -127/427, 26-27=865/511, 25-26=-355/593, n� 24-25=11355/593, 22-2428-29�=11015/2040-2B `,,O�PG• S WEBS 3-29=450/1137, 3-27=1783/896, 5-27=-768/625, 5-26=513/328, 13-26=925/614, % /.' , 18-26=2406/1458, 18-24=-832/1770, 21-24=34/362, 4-5=-571/485, 19-20=343/310,ZI 14-15=519/392 O 39380 NOTES 1) Unbalanced roof live loads have been considered for this design. {� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; EJZ ATE �/ ��' C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 10 A%, �iO�t� •• P'•• � , 4) All plates are 2x3 MT20 unless otherwise indicated. O R t 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j� SS •' • • • • • •' • �� �� /Q 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ;%% � Ill,11 N A; between the bottom chord and any other members. j1`�% 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 1183 lb uplift at joint 27, 1480 lb uplift at joint 26 and 643 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 19,2013 Continued on Dacie 2 A WARNING - Verify design parmneters and READ NOTES ON7111S AND INCLUDED M MKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parametersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information voi able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 3361"l15 Jf SouthernPine7SP� lumber is specified, thedesign values are thoseeffestire 66�01f2013 hyALSC JQb Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938749 M11323 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:19 2013 Page ID:SrRaEyyrg04M78G4raWBLWyuFUJ-gnAPk14bgmjNV 1 GLegwFR_n7blXCumd_T09y17ywUu B-0-014-2-6 90-4-0 26-0.0 4-0-0 0 8-0-0 6-2-6 6-1-10 5-8-0 B-0-0 1-0-0 Scale = 1:59.3 4.00 12 6x10 r 3x8 = 46 = 5x6 = 5x6 = 3 16 4 5 6 17 7 N m 2 B s4 1 9 N 1� d d 3x8 = 15 14 13 12 11 10 3x4 = 34 1 5x6 VVB _ 3x4 = 6x8 = 3x6 — 6x8 = 0 14-2-5 20-4-0 26-0-0 34-0-0 8-0-0 6-2-6 6-1-10 6-8-0 B-0-0 Plate Offsets X Y : 2:0-4-0 Ed a 3:0-5-0 0-2-0 4:0-3-8 0-1-8 5:0-3-0Ed a 8:0-2-0 Ed a 10:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase ' 1.25 BC 0.62 Vert(TL) -0.35 13-15 >685 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 150 lb 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 or 4-8-9 cc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 3-13 6-12: 2x6 SP No.2, 6-10: 2x4 SP M 30 2 Rows at 1/3 pts 4-12 OTHERS 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=1130/0-8-0 (min. 0-1-12), 12=3419/0-8-0 (min. 0-5-7), 8=446/0-8-0 (min. 0-1-8) Max Horz 2=-77(LC 6) Max Uplift2=-898(LC 8), 12=-2520(LC 8), 8=-394(LC 8) Max Grav 2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3668/1938, 3-16=-1984/1203, 4-16=-1984/1203, 4-5=-1121/2302, 5-6=-1121/2302, 6-17=778/440, 7-17=-779/440, 7-8=882/416 BOT CHORD 2-15=171513467, 14-15=-1737/3533, 13-14=1737/3533, 12-13=-1022/2028, 11-12=-2284/1302, 10-11=-2284/1302, 8-10=293/781 WEBS 3-15=-408/1222,3-13=-1642/779,4-13=-203/929,4-12=-4684/2540,6-12=-2440/1562, 6-10=1739/3381,7-10=-339/365 A `ems 4, NOTES �`, Q�•I\`G•E•N S' 1) Unbalanced roof live loads have been considered for this design. ••• ,�•�•� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 ,. DOL=1.60 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp".AT plate grip 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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 fr6) the bottom chord and any other members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898 Ib uplift at joint 2, 2520 tb uplift at joint 12 �O and 394 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. ���� i \ Q Q;•' ��,� 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 26-0-0, �j� l�Sl •' • • • • • • •! \ �� and 67 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 ��,, �Q A' oche s 9) 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 FL Cert. 6634 July 19,2013, Continued on naae 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED I f7EKREFERENCE PAGE 1191-7473 BEFORE USE. �� Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ai able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 1tSauthernPlne�SP 1umberisspecified,thadesignvalues arethoseeffective 0610112013byAL5C Job Truss Truss Type Ply 62' Grand Carlton III with porch ]Qty T4938750 M11323 J2 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 1914:09:20 2013 Page ID:x1?zSlzTbJCDIIrGPH1QukyuFUl-8_knxN5Db4rE7BrXCXRU_BKVx9?7dSx7iguVlZywU , 1 0-0 2.0-0 1-0-0 241D Scale = 1:7.9 Refer to MITek••TOE-NAIL" Detail for connection to 3 supporting carder truss (typ all applicable jacks on this job) 4.00 12 N 2 d 1 4 3x4 = 2-0-0 2-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP , TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 8 lb FT = O% 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 Installation ouide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift2=143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=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 Ib uplift at joint 3. ♦ ,,,�� A 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦ "p p,S • q�e �i �♦ \�` . LOADCASE(S) Standard �`0•N.,\C'•E•NS�••q/�i;,� *4 ► ;NO4.Z5 IZ ► .. ATE :•411 ���SS�� N A� 1E�♦♦♦♦ FL Cert. 6634 July 19,2013 �WARMNG-Verify.designparometemand READNOTES ONTHISANDINCLuriw ITEKREFERENCEPAGE MR-T473BEFOREUSE, Design valid for use onlywith MiTek connectors. This design is based only upon parameters shown, and is'for an individual building component.• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Additional bracing the is the the MiTek• erector. permanent of overall structure responsibility of building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. IfSauthernPine�SP lumber issirecified, the design values are tho3eeffective06%�01f2013hyALSC Tampa, FL 33610.4116 Jpb Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938751 M11323 J4 MONO TRUSS 8 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:21 2013 Page • ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-cA198i6sMOz5lLQkmFzjXPtdcZHIMvBHxKe3q?ywU i 4-0-0 1-0-0 4-0-0 Scale = 1:11.2 3 4.00 12 2 1 4 3x4 = a-o-o 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 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010(rP12007 (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 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 Installation guide, REACTIONS (lb/size) 3=69/Mechanical, 2=18510-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift3=82(LC 8), 2=188(LC 8) Max Grav 3=B7(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; 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 joint 2. A. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� P Abe •, LOAD CASE(S) Standard ��.F • 039380' ATE .' N A' % FL Cert. 6634 July 19,2013 WARMNG -Verify design parameters and READ N07YS ON THIS AND INCLUDED NI7EKREPERENCE PAGE Nl1-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown f is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salefy Information voable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 2314. 1f5outhern Pine�'SP� lumber is specified, the design values are those effective 06�0112013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J6 MONO TRUSS 8 1 T4938752 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:212013 Page • ID:tP6jtzLj7xSx_c fXi4uz9yuFUG-cA19Bi6sMOz5lLQkmFzjXPIVGZBmMvBHxKe3q7ywU 6-0-0 1-0.0 6.0.0 Scale = 1:14.5 3 4.o0 12 N oS N 2 1 4 3x4 = 6.0.0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.16 2-4 >418 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 20 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 Installation guide, REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift3=144(LC 8), 2=-218(LC 8) Max Grav 3=144(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=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. J 1111111 1 1111. 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 joint ` ♦ ``% A I , 2. ,�,� p,S q 6) "Semi Ce,9�f -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �Q • • � C E jv S ��� `��• LOAD CASE(S) Standard �s � 0 39380 O . ATE .,�SS;O N FL Cert. 6634 July 19,2013 WARNING - Verify design parmneters and READ NOTES ON 771IS AND INCLUDED M =REPERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional bracing the is the MiTek' permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information va' able from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ffSouthernPnegSP lumberisspec�ed, the design values are those effective06�0112013byALSC 6904 Parke East Blvd. Tampa, FL 33610-4115 • A Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T4938753 M11323 JB MONO TRUSS 20 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:22 2013 Page • ID:tP6jtz_j7xSx_c f i4uz9yuFUG-4MsYM27U7h5yMV wKyUy3cPl0ydy5MRQ9_NcMRywU f 1-0-0 B-0.0 Scale = 1:17.7 3 4.00 12 N 2 uy� 1 �J 4 3x4 = 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 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(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 26 lb FT = 0% 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 Horz 2=179(LC 8) Max Uplift3=203(LC 8), 2=-250(LC 8) Max Grav 3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; 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. I 1 f f /��� 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 ,`,11►1 ,�� 2. 0 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,`%% LOADCASE(S) Standard 39380 't ATE 411 Z %%% FL Cert. 6634 July 19,2013 ® WARNING - Verify design parameters and READ NOTES ON 7VIS AAm INCLUDED WTEK REFERENCE PAGE D91-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. IfSauthemPme�SP lumber isspecifred,thedesianvaluesaxe these effectiveO6/U112013hyALSC Tampa, FL 33610-4115 J t A Job Truss uss Type City Ply 62' Grand Carlton III with porch ]MONO T4938754 M11323 KJB TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:09:23 2013 Page ID: Lcg54J?LuEancmZr4Qb7WMyuFUF-YZQwZO76u7Dp_eZ6tf?BcgyzXMz_gjnaOe79uuywUu -1-5-0 7-3-4 11- -0 1-5-0 7-3-4 3-11-12 Scale = 1:20.5 '4 2.83 12 3x4 3 N B 2 7 6 3x4 = 2x3 I I 5 3x4 = i 7-3.4 11-3-0 ' 7-3-4 3.11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (IDc) Vdefl Ud PLATES GRIP TCLL 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 Vert(TL) -0.15 2-7 >850 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 n/a n/a ' BCDL 10.0 Code FBC2010lTPI2007 (Matrix) Weight: 44 lb FT = 0% 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 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 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 Quide, REACTIONS (lb/size) 4=164/Mechanical, 2=411/0=11-5 (min. 0-1-8), 6=499/Mechanical Max Horz 2=244(LC 8) Max Uplift4=204(LC 8), 2=-325(LC 8). 6=-278(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=-1117/488 BOT CHORD 2-7=-656/1112, 6-7=-656/1112 WEBS 3-7=0/336, 3-6=-1221/721 NOTES 1) Wind: ASCE 7-10; Vult=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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. V%%111111►1 j1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦% 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ♦ P` '9� n ♦ �i between the bottom chord and any other members. 5) Refer to for truss to truss �� C7 C E N S . -•. ��i girder(s) connections. •.• �\ [r 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 �: and 278 lb uplift at joint 6. 0 39380 o = 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. *�: 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). IZ LOAD CASE(S) Standard ~ ATE 44/ 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 •<C/♦ Uniform Loads (plf) i0• � ,C � Q:••\�`� Vert: 1-8=-44 ijT , �•• •, Q Trapezoidal Lods VerY 8a0(F P 2o B=22)-t-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=56(F=-18, B=-1 B) ,lf),,�ii s�0 , N A1- ���` 1/111111111 FL Cert. 6634 July 19,2013 WARMNG - Ver& design parameters and READ NOTES ON THIS AND INCLUDED D=KREFERENCE PAGE 117A-7473 BEFORE USE, f Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSVIPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information volable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. liSauthernPine�SP lumber Is specified, the design values are 2haseeffectiveG6�01/1013byALSC Tampa, FL 33610.4115 PLATE LOCATION AND ORIENTATION 3/4 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!1 e am For 4 x 2 orientation, locate plates 0-'nd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Effl Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 cz O U a- O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 04 O U a_ O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907,ESR-2362,ESR-1397,ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTekO All Rights Reserved Nil a MiTek a MITek Engineering Reference Sheet: MII-7473 rev. 02/26/2013 A 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 BCSI. 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 ANSIAPI 1 Quality Criteria. ,� / - -�i — of a 7� m 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: v J\Q 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 sgft.) 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= ftZ 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A ° R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 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 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. ElecFu p/%0 SPF:8.60 SHGC: Py Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot w t 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 0.079 PASS Glass/Floor Area: Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and IJAE ST,q�, this calculation are in co pliance with the Florida Energy specifications covered by this indicates Code. calculation compliance with the Florida Energy Code. Before construction is completed +nrr. '�: r ;•;.•. PREPARE BY: _ DATE: - this building will be inspected for compliance with Section 553.908 0 * o I hereby certify that this b g, as designed, is in c pliance Florida Statutes. won with the Florida Energy Code. W6 OWNER/AG NT: _ BUILDING OFFICIAL: DATE: l�� H DATE: -.- - Compliance requires certification by the air handler unit manufacturer that the air hand ler°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 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 1 RoomslnBlockl 1446 11568 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 # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (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 v # 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 �/ # O.rnt To- WalLCype Spate - R-Value Ft In Ft in Area kZValue-Faction-Absor^Grade% 1 N Exterior Concrete Block - Int InS6lOomsInBloc 4.3 32 2 9 10 316.3055 b 0 0.8 0 2 E Exterior Concrete Block - Int InsGIoomSInBIoc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsGIoomsInBIoc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomsinBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomsInBIoc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomsInBloc 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 f12 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 f12 64 ft 8 ft 1 INFILTRATION # Scope Method SI.A 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 ftz Attic 25 ftZ DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Co [X] Jan Feb Mar XAr Ma Jun X Jul Au X Se Oct NovXDecHeating In XFeb Jan JXJ XMar JXJ APr XMay X� Jun � Jul IX 1XX jXj JXXJ AuIX Xi SeP 1XXI Oct jXXjNov X Dec Venting [X] Jan X Feb lx� X Mar [XAr lX� X May X Jun Jul X Aug Se X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68V 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 a 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) I 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 & 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 distribution systems shall 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 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 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 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 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 minimum COP= 4.0. 1 ' 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 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 - FlaRes2010 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 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft' 6. Conditioned floor area (ft') 1446 b. N/A R= ft2 c. N/A R= ft2 7. Windows— Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=1.30 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 e SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF: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 ft2 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compl'aflt f a Ores. Builder Signature: _1�1,IKDate: Address of New Home:City/FL Zip�SL�, ,y0� 114E ST,glL� !. n,i, a �oD *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 9 Project SummaryJob: -�- 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 Proalect Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE,, FL 349813 1 �( �oL ` 1 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary 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 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data In 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 htsoft" 2012-May-15 09:13:19 �, 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCk EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: -f'�- wrightsofte 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 II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (OF) 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 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 @ 47OF 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT 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 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (Cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GIRT 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 M S B D R M 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 rc n4 4 1277 A') 1 A IVIM0 I CI[ LMV uu a I I �1 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . ► * wrightSOW Right -Suite® Universal 2012 12.0.04 RSU05864 AC(>C EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 2012-May-15 09:13:19 Page 1 Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAt rf4404 7'27A) OA7 OA7 I V IHLJ I"U 41 lu i Ir-.jr"r ��I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft' Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 2 ACCP. EAWrightsoft 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.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 W 60.0 ft' Ty Construction U-value Or HTM Area (M Load Area M Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) cr perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool (3 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 1A-rlomd 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 0 0 11 W, 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 I--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 20 470 508 0 0 0 0 D 11J0 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 W 12C-Osw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 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 0.85 204 204 554 174 80 80 217 68 C 168-30ad 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 v 6 228 0 e 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 Intemai gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 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 204011 19792 T-1144 674 Air required (cfm) 947 947 53 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-SuRe® 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-M Worksheet Enure 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 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 f12 45.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Stuh/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 0.091 n 2.55 2.18 196 157 400 343 . 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 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 WII 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 -- �--G 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 0.840 s 23.52 25.39 0 0 0 0 0 v 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 IW L--G 2A-2om 0.840 w 23.52 66.18 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-Ob w 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 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 9 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 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 01 1 1200 Subtotal (lines 6 to 13) 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 y 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 3291 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 RSU05864 Page 2 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -A -- 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 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 ft' 52.5 ft' Ty Construction U-value Or HTM Area (M Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross 0 N/P/S Heat Cool 6 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N12C-Osw 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-Osw 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 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11Jo 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 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 IW u-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 0.85 68 68 185 58 0 0 0 0 C 1613-30ad 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 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 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 24001 1 0 Subtotal (lines 6 to 13) 1 323 2564 744 855 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. wrigF�tsoft' 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 '40"` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft` 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 It 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area M Load number (13tuh/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 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 IA-r1omd 1.270 n 36.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.940 n 23.52 25.39 0 0 0 0 15 0 353 381 11 UiJ 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 C 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 VV 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 L-Cp 11J0 0.600 s 16.80 17.40 0 0 0 01 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 0 162 162 412 353 L--G 2A-2om 0.840 w 23.52 66.18 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 126-0bw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-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 e 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 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 Subtotal 63 111 4077 2231 15 Duct loads 1 22% 34%1 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoTt� 7 2012-May-15 09:13:19 wr 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 E:\Wrightsoft HVAC1Wynne Corp162' 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.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 ftz 45.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� 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 Vh12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 IA-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 40 40 102 87 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 0.091 0.840 s s 2.55 23.52 2.18 25.39 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 D 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 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 �--G 2A-2om 0.840 w 23.52 66.18 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 1213-0bw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 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 18 0 0 0 45 5 190 0 9 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 101 10 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% Jill340 93 60 Total room load 19 37 514 237 Air required (cfm) 1 2 24 11 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 5 �� 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.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 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 ft' 56.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh1 °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 t 12C-0sw .091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1 .270 n 35.56 26.3939 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 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 I--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 L-G 2A-2om 0.840 w 23.52 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 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 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 9 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:1ge 6 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 ACC` EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N r TYPE 6-F—SORVEY.-I BOUNDARY PLOT PLAN I U C 11E IN FINAL TOPOGRAPHIC COMPLETED ON: 12-18-14 DESCRIPTION: o SURVEYORS NOTES: b BEING ALL OF 6 SAN JUAN LANE, OF �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF SPANISH I� W 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LAKES PHASE 1, OF ST. LUCIE COUNTY, FLORIDA. b LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO WQ II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q ^ 12111CO283 J, EFFECTIVE DATE 2-16-12. o c�, 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION A SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE qo_ CENTERLINE OF SAN JUAN LANE HAVING AN ASSUMED SF = SQUARE FOOT c� BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT 0 = 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. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. 30.01 0 PERMIT EXISTING � Y m 46.03' 9.97' m 0 ;o I 0 AVERAGE TOP rn < o°; aa.. OF FORMS ' ELEVATION=18.81 2.37' ABOVE EDGE OF PAVEMENT EXISTING 6 SAN JUAN LANE LAST FIELD DATE: 12-18-14 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO: WYNNE BUILDING CORPORATION-,,, DATE: 12-18-14 Surveying • Mapping • Consulting - DRAWN: CJM 619 SW Biltmore Street Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 _ 14-1912 L9f7280 Fax: (772) 340-2250- .0 DATE: REVISIONS: ALEXAND J. PIA Professional urveyor do Mapper FA/Pr.rA/Pr-1 Florida Certificate No.: 6330 VA RI ITI nPP(Z\ r)\AI(-.?n1 d\ nIA/r\ 1 d_1 Q1 7 rhAin 17/1 S2/7(11 d d•1 Q•27 PKA