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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: rr, -60 Permit Number: 5C 0 rJ1C1 Mai RECEIVED JUN 2,910t Building Permit Application SCANNFp g pp St ev Planning and Development5ervices �UCle Building and Code Regulation Division COUnty 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 26 ECUADOR Legal Description: EAST 1/2 OF SECTION 1, TOWNSHIP 34s, RANGE 39e Property Tax ID #: 1301-111-0001-000-5 Lot No.26 Site Plan Name: COUNTRY CLUB VILLAGE Block No. Project Name: p Setbacks Front ��\ Back: Right Side: 1 \ 1 Left Side:\0� DETAILED DESCRIPTION OF WORK: MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 2 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: Additional work to e nertormed un er t Is permit— crieck all j apply: Z✓ HVAC Gas Tank Gas Piping _ Shutters Windows/Doors Z✓ Electric Z Plumbing ❑Sprinklers Generator Roof Total Sq. Ft of Construction: 2,108 ScFt. of First Floor: 2,108 Cost of Construction: $ 58,000 Utilities:Sewer 0 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address: 8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: 8898 IIIf value of construction is $2500 or more, a RECORDED Notice of Commencement is required. II I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: Name: aRADEN&BRADEN " Address' 417 COCONUT AVE. City: STUART State: FL Zip: 34e96 Phone: (772)287-8258 FEE SIMI Name: _ Address: City: Zip: _ TITLE HOLDER: x Not one: MORTGAGE COMPANY: x Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: _Not Applicable Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted, on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. Signature of Own Agent�ess Signatur of Contractp License'Holder- STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St_ Lucie COUNTY OF St_ lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this22dayof June 20 16L by thisy9___day of ayne 20_*kby 15 15 Matthew -Lyle Wynne Matthew Lyle Wvnne (Name of person acknowledging) (Name of person acknowledgin ) -tSignature of Notary Public - St f Florida) Isig6ature of NotaryPublic- to of Florida ) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. IF, II Commission No. (Seal) MY COMMISSION9FF 187647 ' 'f;W.yF cnnnco:rnmuaiy[a,[Ultl r MY COMMISSION0FF187647 ?•"' Banded ThN Nol; *Undemifen i �+ Revised 07/15/2014 8fih• �A,= EXPIRES: February23,2818 '%.d� h.• Banded Thry No Pub REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE G` q COMPLETE 0 pbc INITIALS e Q JOSEPH E. SMITH, CLERK OF CIRCUIT COURT - SAINT LUCIE COUNTY FILE 0 4086609 OR BOOK 37_._ PAGE 1909, Recorded 06/30/2015 at i %L AM f 111001 q ORO N 0-aMFIN 10, PERM IT NUMIEq1hi[SYv[e i•i-1.,,d fnnnn duatluW J 1 NOTICE OF COMMENCEMENT The undersigned hereby given notice that impmvement will be made to c vain real property, and in accordance' with Chapter 713. Florida statutes the following information is provided in the Notice of commencement 2. GENERAL DESCRIPTION 3, OWNER INFORMATION: description end street address) TAX FOLIO NUMBERA 3 01-11 1 - 0001-000 -5 _TRACT_LOT RLDC_UNlT c,—, 6 -F 7 Fnwn Shirf 34s Ranqe 39E interest in property d. Name and address of (cc simple titleholder (if other than owner) a. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynn De el OPMent Cor OOration S000 S U51 suite 402 PS FL 34257 777-R7R-SSIi S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within 0e State or Florid, designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) T. Florida Sauna: John Brennan NAME, ADDRESS AND PHONE NUMBER: 1 La5 iy F1- 2i 34951 777-466-1553 I. In addition to himself or herself. Owner designates the following to receive a copy of the Licnor's Notice as provided in Section 713.13 (U(b), Florida Statutes: NAME, A00RESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year hom the date of recording unless a different date rr ,pecificd) ,_,70_ _ Matthew Lyle Wv ne y' -President Signature of Owner or raPrintNameand Pridc Signatory's TiIIdORce Owner's Authorized OfBcer/Direc,orfParinerfManager Safe of Florida County of Sr Lurie acknowledged before me this 9zhh day of , The foregoing mstrumen, was g Matthew Lyle Wynne - ,es �a y (Type or authority... e.g. Owner. officer, wncc, uwrncy m Den (Name of person) For W), n ne BtIi ldi nq CO r Do rat ion m4rumenl was...cured) Personally Known,L. err produeW the following type ofID (Name of pony on behalf of whom &IgrNIWiH W 00bAS.al71IfF1dNN1 ch.san M± INo ISmP EItPf1Ee: Falamy21, �1p ssmrN.Harwru+..a., (Printed Namcof Notary Public) [signam¢o(Notary Public Under penalue, of perjury. I declare that I have read the foregoing and that the facts in it are We to the beal of my knowledge an belief (seen.. 92.525. Florida Sowtes). Signature(s) of Owners) or Owner(s)' Authorized OfncerfDlrector/Partner/Menager who signed above: By: By °"'°°'" °°" °'°'"`I STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. J E.SMITH, RK 2015 Date: WYNr..= BUILDING CORPORATI, a ;I 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 24, 2015 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 26 Ecuador Permit # 1506-0570 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved off the property by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 RECEV-7-D JUN 2191015 Ec St. Lucie County Building& Zoning e _ 2300 Virginia Ave `tonioP Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub -contractors for the (Company/Individual Name) project located at co reef 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. Tradel Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electrici Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFc057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CAc024379 Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas PERMIT I ISSUE DATE: NUMBER: 04/23/2015 09:12 7728787656 WYNNE BUILDING CORP PAGE 02/02 RE rr y PERMIT# ISSUE DATE •. , PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT PEW SUB-CONTRACTORAGREEMENT St. Lucia County Contractor Certification Number 7 n d F State ofFloddaCerdficotionNumber (ifapprimble): FR0009416 S&W Electric have agreed to be the (Company Name/individual Name) Sub-contractorfor Wynne Development Corp. ('Type of7tade), (Primary Contractor) For the project located at Of Property Tax 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: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE UQUIREID Business Name: S&W Electric Address: 501 W_ Coker Rd. City/State/zip; EQrt erce FL. 34945 Phone: email: CNATURE Lawrence Stubbs PRINT NAME DATE STATE OF FLORMA, COUNTY OF THE FOREGOING INSTRU ENT WAS SIGNED BEFORE ME TMS� DAY OF ��-� 20� BY O U )'i Pnce y i 1 WHO IS PERSONALLY KNOWN—„y _OR HAS PRODUCED IGNATURE OP NOTARY PUBLIC SLCPDS: 12/16/2013 AS IDENTIFICATION. PRUVT NAME OF NOTARX P BLI (STAbM) - I,AURAR.CUBBEDGE .._ Commission # EE 209915 . Expires October 21, 2016 ~'•aG^ 0aiMd ivu Tm, Fah lnmraw nWW016 11/18/2014 15:56 7728787656r _ WYNNE BUILDING CORD PAGE 02/02 RF!'FIr.7F) JUN'29.2015 (PERMIT#7� ISSUE DATE r,nq ". *.9p,tr r PLANNING & DEVELOPMENT SERVICES Building &Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number: 2 F 9 D 1 — State of Florida Certification Number (If applieabre): CFC142f1458 J ndculi -t• plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub-contractor£orwynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at 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: SLCCDV (No. 004.00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's Liccnse) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Lindguist Plumbing Address: 3185 Sneed Rd pity/State/Zip Phone: (772) 4-61-1969 email: .�---�� waaP rasp SIGNATURE PRINT NAME DATE STATE OF FLORIDA. COUNTY OF kA4 C r E THE FOREGOING INSTRUMENT WAS SIGNED BEFORE. ME THIS c,2G DAY OF U N C 20f1� BY J 1 rq b e l,'i b E W HO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. \n&�_n /6aJz,__ 13ASAcim P (STAMP) SIGNATURE OVNOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 •.. DOROTHY ANN BASKIN UPV P4Iyi • AM=r° e: NoUry Public - State of Horks IA Comm. Expires Oct 2, 201 B FF N �` Bonded Through NCommissionational ontl Notary2Assn. 4E a v °J• v, n V ..I LJ/LVLJ 1V. J� IILVI VI VJV RECU. "U JUN 2,9-1015 ISSUE GATE F RMIT7#: PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St, Lucie County Contractor Certification Number: 8288 State of Florida Certification Number (If applicable): CACO24379 of St. Lucie County, Inc - have agreed to be the air conditioning Sub -contractor for Wynne Developmetl Corp. (Type of Trade) (Primary Contractor) For the proj ect located at Address or Property Tax ID H) 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: SLCCDV Wo. 004-00) i BUSINESS QUALIk'IER (Name of the Individual shown on the Contract(n's Licenise) NLyTA.RIZED gAGNATURES ARE REQUIRED Business Name: Comfort Control of St. Lucie Count Ilnc, Address: ,;I- City/State/Zip: Port St. Lucie FL. 3 983 Phone: email: — AG DATE PRINTNAME R[DA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS `aLO_DAY OF Bl ^ n r�L� Z I Vll Yle V�tiCtirl WHO IS PERSONALLY ICNOWN ORHAS PRODUCED AS IDENTIFICATION. (STAMP) `SIGNATU OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:121162013 apoQ"4e: Nonry Public state of Florida Tracey R Mascda My Cormiussion EE MUO �qpo• Ecplres 0126I2016 RECEI\'rD JUN 2 9.2015 11 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES ' Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 1 949 State of Florida Certification Number (If applicable): RC29027087 Treasure Coast Roofing, LLC have agreed to be the (Company Name/Individual Name) (Type of Trade) For the project located at Sub -contractor for Wynne Development Corp (Primary Contractor) (Project Street Address or Property 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: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Treasure Coast Roofing, LLC Address: 1816 Biltmore St. City/State/Zip: Port St- Lucie- FL- 34984 Phone: (772) 343-8308 email: Brian Maloney `p\ x (Av�� SIGNATIORE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF :5�_, kU G t r THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 02G DAY OF �c ,V , 20� BY 1JRr.4n) /n*4c-ont EN! WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. 2&i& J- LCiwr /�.ta�{'Lt�� Roil•I`1 �NN� /rifFs.CrN SIGNATURE NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC �•�P��U� DOROTHY ANN BASNIN Notary Public - state o1 Florida My Comm. Expires Oct 2.2016 •� o' Commission # FF 015226 P.. th•ougn Natanal Notary Assn. SLCPDS: 12/16/2013 (STAMP) RECEP."D JUN 2,91015 NT F O R 2 AID' A ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT i I, the undersigned, am the owner of the following described property: � tc�a �g #1301 3� 0003 nf)(1 5. Pact n P�'Yi nn "I tnwn chid Range 3 (Tax ID2.egaldescnpoon/Address)lying N&W off T Turnpike Feede Fe for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide'for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew _ n,_ %//i/ice_%/�%/ �• property Owner Name to Dlate STATE OF FLORBJA, COUNTY OF c t I n r' r' ACKNOWLEDGED BEFOREMETHIS 20th DAY OF Tate .20a-5 BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO M—K-_i)R WHO HAS PRODUCED AS [IDENTIFICATION. Susan Magee — SfCNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC T[TLE COMMISSION NUMBER I '� ....� M1tYCOMMI3SI0NOFF187647 Bonded Thm Kttypak0nden .. I Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 n r�Request for 30-Day Temporary Power Release Date: r J� " J�� (W �~ Permit Number: Project Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, -FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT" IN PREPARATION FOR A FINAL INSPECTION. INCONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: I. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by referenma 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready fcr compliance inspection. 4 All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power maybe remover) from the site and/or a Stop.Work Order issued if the Final Inspecaon has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND HOLD•HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS F AN TYPE OF NATURE WHICH MAYARISE NOW ORI14THE FUTURE OUT OF THIS LTtANSACiiON, U ING Y DAMAGE WHICH MAY SE INCURRED DUE TO THE., DISCONNECTION OF E PO IN THE EVENT OF VIOLATION OF THIS AGREEMENT. r:D'V- DATE RECEIVED MAM3 20 166-� 1000/6000d Oti8-1 999L8L8ZLL d.io0 6uip[ing�auuAM -W0dA 88:OL 91.E £Z-90 Professional Insulators of South Florida FTC Insulation Installation Certificate To: Ist Lucie County - Date: Imay 10, 2016 Re: I Lot/Block- Address: 126 Ecuador Project: The undersigned herebv certifies that insulation has been installed in the above described nronerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: M Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated wrthi - Spray -on Cellulose Thickness in inches: 11.11, X Fiberglass Blown Manufacturer: Climatepro Rock Wool Blankets Density: Aluminum Foil R-Value: 11130 Polyurethane open Coil SPF Ceilings (inaccessible) insulated with., Spray -on Cellulose Thickness in inches: 9S" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets 6-eeninanlatetlivitTit' _ - .. .. Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: Johns Manville Spray -on Cellulose Density: Open Cell SPF R-Value: R-11 5. The following have been insulated: S •r�� ; r .gip' : .: vK►.`` WYNNE B1ID-on0G CORP. General Contract/Builder C13CI254041 Competengr#' Professional insulators of South Florida, lot - Insulation Contractor r / � By: 9Z L—J LOW L000d £6L-1 999L8L83LL du 00 su i p i i n8 euuAM —woad 8%U*;lt'c-L L-90 TITAN - _// CONCRETE "Thank you - We appreciate your business" Mate'als for Life" /nJ {let ! �7 Ticket no.' gnAcrete. / FORT FIERCE CJ 4199 85LYITZ ROAD 2842,23 FT PIERCE. FL 34982 Delivey, date Plant Truck Driver Truck size a job 04/15/1E E 8 141A DAMS, WILLIAM II.@(, , DRIVEWF Customer no. Customer name Zone Tax CD 90004535 I RODNEY hALL CONCRETE CbNST I I T Tarmac project no. I Customer P.O. no. Order no. Terms code tfinarge delivered B-C.o.D: Time due 441P_,3m +?1 14 I '2Charge EO.B. 4C.O.D-F.O.B, Delivery name and address Lot Block CounTy ST LUCIE COUNTY �'E ECUADOR WAY. FORT GIERCE II Instructions ! :aE l,U Ol3AIV(9L ("E" "I'R FL-•'7131\1 _._....._._... LnKE9LVD TR CALLE DE LAGOG, TL ECUADOR WAY 5. Oe Quantity IU/MIUmtMice" iAmount 1 1 00 CAF95RIA2500 44-57 Z60 10:364 MASTERFIBER M35 - ,3011007 FUEL GURCHG 80 014 ENVIRON SURCHC CY ui CY LD -� LD ca Cif Load // Arrive job site f Start discharge -Finish discharge Leave job site Arrive plant �` b � 3LJ Subtotal ` Sales tax. TOTAL \dditional water added to this concrete will reduce its strength. Any water added is customer's risk. Gallons of water added:_ Gallons of water added:_ Gallons of water added:_ Amt of CY Retained: Customer Aoorovak Customer Aooroval: -. Customer, CustomerAooroval: tesrea iestea,propeny No. 7 Auth'raeda d — I d'by Yes ❑No Dyes ❑No "294047 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 TITAN FLORIDA LLC TERMS AND CONDITIONS OF SAL; 1. All sales will be subject to these terns 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 on 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, relainage, 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/.% 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 minimurn load for each delivery is Ph 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 otherproperty, 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 track for, (i) orders not cancelled at least one hour prior to delivery time; (it) 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 ORLMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBYEXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slurnp, strength or quality of any concrete to which water or other material has been added by or on behalf of Buyer. Buyer will be responsible to see that the concrete. is handled in accordance with best construction practices. Seller has no control over the placing or 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. 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 designs quoted, or which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM 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 alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such48 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 NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE 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 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 bylaw. WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES, CONTAINS PORTLAND 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 (MSDS) AREAVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-08 TITAN CONCRETE Materials for Life' gmncrete "Thank you - We appreciate our business" �� t • / �b Y O S ! —7 0 Ticket no. FORT PIERCE 4199 SELVITZ ROAD 281027 FT PIERCE; FL 34982 Delivery date Plant Truck Driver Truck size j T eob' 11/04/15 628 13E11 DOMINGUEZ, L_EON 9.50, vp REAM Customer no. Customer name Zone Tax CD 90004535 I RODNEY HALL CONCRETE CONST I TS Tarmac project no. Customer P.O. no. Order no. Terms code t-Charge delivered 3-C.O.D. Time due 441031 I 67309 I 3_-Charge FO.B. FC.O.D-EO.e. 13 p 01 Delivery name and address Lot Block. County ST LUCIE COUNTY 26 EOUADOR WAY, FORT FIERCE Instructions TL. 49TH ST, TR US HWY 1, TR SPANISH LAKES BLVD, TR CALLE DE slump LAGOSvTL ECUADOR WAY 6.00 QuantiTy �� Product �"_ � _ __ ' `I` U M I Unit pricedAmount Load Cumulative Ordered Code Description c.n 9.50 9.50 9 50 CAC0OP103000 #8 PM Cy 1. 00 80" 007 j= EL SURCHG LD ci 1.00 80&014 ENVIRON SURCHG LD ! Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant kdditional water added to this concrete will reduce its strength. Any water added is at custome Gallons of water added:_ Gallons of water added: Gallons of water added: _ I Amt of CY Retained: Tested / Tested properly No. I�uthorized'add reLei/ e b •� F1 Yes .r No r Yes El No 7146829 y 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. Subtotal Sales tax TOTAL is risk Lot: Block: RECEIVED NOV 06 2011 Address: Correct Not Correct r.1 LQTrinnPa r:hPV TITAN FLORIDA LLC TERMS AND CONDITIONS OF SALE I. Alt sales will be subject to these temps and oo,witions ("Contract") and, if buying on credit, to Buyers credit agreement with Seller, incorporated herein by reference; allother 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 thejtrisdiction and venue of the state and 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 ofdelivery without deduction, retainage, set off or charge backs. A cash discount of 1% 10' proximo may be deducted if no previous balances are past due. Interest at the lesser of I lh% 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 allcosts 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- isfactoryto 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 wilt apply to loads of less than seven cubic yards. The minimum load for each delivery is I'J! cubic yards. 4. Buyerwill 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 prop ide 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 hill 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 atthetime of discharge from the trek, andare 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, WHET] IER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH 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 Buyer. Buyer "ill be responsibl, ;,, see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or handling of coucret,: iOr, i loading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after wiloading from con contact with any material, such as aluminum; which may adversely impact concrete strength. 10. Buyer will f mush 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 uch 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 provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will be batched and delivered in accordance with ASTM 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 alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis or the test cylinder), time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to gi%c 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 NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER TH IS 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 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 or this Contract will be severable and enforceable to the extent permitted by law. ?; a �V.1RNIiVCE� ,CA.USE` _!4CIN IRRITATION - fNJURIOUS TO EYES. C'QNTAINS PQRTJ�AND•( EIVIENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE: POSSf}'ILE. `rGASIf CtSPOSED 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 (MSDS) ARE AVAILABLE Sir WNYW.TITANAME.RICA.COM. Revd 2-0B I—, Planning & Development Services Building & Code Regulation Division 230o Virginia Ave Fort Pierce, FL 34982 772462.2172 Fax 772-462.6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 6 OS b J B ADDRESS: Z BUILDER/CONTRACTOR: dno Pa i ! PEST CONTROL CONTRACTOR; PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance w the standards of the National Pest Control Association. Square feet if area treated: Z� °frO Chemicals used: Cat 'gyp Percentage of solution: D6 Date of Treatment: d' __%OOtlhg I'l7reatrnent _Re -Treat Driveway ,,�KSA Treatment Re -Treat Qther Cali 6 ,g?� _1¢ Treatment .Re -Treat Total gallons used: 10 Time of Treatment: �— S Slab _la Treatment Re -Treat ��aois ?'Treatment _Re -Treat perimeter for Final Inspection �v Signature of Exterminator O +- PIV'6e' Note. There must be a completed farm for each required treatment orre-treaimentand this form mustbe on the job site to be pic2ed up by the tnspedor at time of each trspectlon or the scheduled inspection will fall and a•re-lnspectlon fee charged. F8C104.2.6CertificateofprotecbbeTreatmentforpteventfonoftermit. Aweatl�erresistantjobslrepostingboard shall be proNded In receive duplicate Treatment 12rdikates as each required protective treatmentis completed, providing a ropy for the person the permit is issued to and another copy ror the building permit files The TYPaGment tnvfificaja reated, dicta/ P provide the percent dmt arse l d n ar d number of9 eons used, to estabiish a wad a record ofdte don, area protective raeatment. if the soil chemiral batriermeft for termite preventfanisused final exteriortrzatmentshall be completed priarto final bnllding approval. inspection for CO, a permanent Sticker to be placed on St Lucie County requires for the final the electrical panel box covery listing all the treatments and dates of applications, 3yysl RECEIVED APR 14 2016 TITAN T CONCRETE "Thank you - We appreciate your business" Materials for Life: I - 1 0 �F— / J 57 —6/ O O Ticket no. graAcrete Pe�,� r= cfYr V FORT PIERCE 4199 SELVITZ ROAD c808F�"7 FT PIERCE, FL 34922 Delivery date Plani _ Truck `I Driverg Truck size Type,job "A 10/28/15 648 14-8 GILCHRIST GREGORl 11.04 $LAB ON Customer no. Customer name Zone 1- Tax CD 90004535 I RODNEY HALL CONCRETE CONST TS Tarmac project no. I Customer P.O. no. I Order no. ITerms code t-Charge delivered a-C.O.D.. I Time due 441031 6406L t 'I-CharaeW.B. 4-C.O.D-F.O.B. r IB:05 Delivery name and address ST LUCIE COUNTY 26 ECUADOR WAY, FORT PIERCE 11 1 1. 1 1 COUNTRY CLUB OFF KINGS HWY L 00 CA 25R10c500 057 104901. MASTERFIBER M70 8X 007 FUEL SURCHG 804014 ENVIRON SURCHG CY CY LD LD Load Arrive job site Start discharge Finish discharge, Leave job site Arriveplant 7 ]( , D 1 n a Sales tax additional water eqded to this concrete willreduce its strength.,Any water added is at customer's risk. Gallons of water added: Gallons of water added: 4—D Gallons of water added: I Amt of CY Retained: Customer Approval: Customer Approval. Customer Approval: Customer Approval:: Tested Tested properly I No. 7146669I Authorizeeived by Yes No Yes No X S ❑ ❑ ❑ �i 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: CorrectRECEIVED M"Q rI 5. 00 r`I 10Tnnnoo r nov TITAN FLORIDA LLC TERMS AND CONDITIONS ( ,LE 1. All sales will be subject to these Terns 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. construedin accordance with the laws ofthe 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 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"/o IW proximo may be deducted i f no previotis balances are past due. interest atthe lesser of I'/:% 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 minimum load for each delivery is Ph cubic yards. 4. Buyer wil I give Sol ler at least 48 hours prior notice of the timeand rate orrequested 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 larks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all lability, loss andexpense 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 rightof 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 die 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 AC'I 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 PARTICULAR PURPOSE, ARE THEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH 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 Buyer. Buyer will be responsible to see that the concrete is handled in accordance with best construction practices, Seller has no control over theplacing or handling of concrete after unloading and does not guarantee due finished work in wMch 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. 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 provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11, Concrete will be batched and delivered in accordance with ASTM 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 duringproduction 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 alleged nonconforming. materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be. within 48 hours after the customary time for analysis of the test cylinder), time being of the essence. Seller 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 Seiler. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES F BECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INC'LL'niNG, WITHOUT LIMITATION, ANY DAMAGE. ED TO DELAY, WHET14ER. BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WIIETHER.ORNOTARISING FROM LER'SNEGLIGENCE, STRICT LIABILITY ORFAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE. TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'SLIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to thesalesoffice issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, DeeiFiield Beach, FL 3344E 15. Severabihty. The tmenf'orceability 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 bylaw. WARNING; CAUSES SKIN IRRITATION - iNJURIOUS TO EYES, CONTAINS PORTLAND 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 M ED] CAL ATTENTION. KEEP OUT OF REACH OF CHILDREN. MATPRIALSAkET. D,ATASy}I ETS(MSDS)ARE'AVAILABLEATWWW.TITANAMERICA.COM, % Rev'd 2-08 Planning & DeveloPment Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE MATHENT cONS RUCTION SOIL WEATMENT 7'f9s/ PERMIT #: /._v6 6576 JOB ADDRESS: 6 i✓wa do's rti`` °�� BUILDER/CONTRACTOR: VL o drw bl PEST CONTROL CONTRACTOR da - Qaaa �alw 2 e -ee# Q&,✓,fr�rj ING PEST CONTROL LICENSE # ---0� J �_11 S "Z i We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: �1f- Chemicals used: 1J JkO f 1'l t/ Percentage of solution: , 0 6 /' Total gallons used: ! !0 Date of Treatment: io " 73 — I 5' Time of Treatment: _Footlng _ 15t Treatment _Re -Treat _Driveway .1a Treatment _Re -Treat _Other _lam Treatment _Re -Treat Slab 2S ^—Re-Treat 1't Treatment _Pools _ia Treatment _Re -Treat _Perimeter for Final 12!W on Signature of FxtermiOltor Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job s1te to be picked up by the Inspector at time of each inspection or the scheduled Inspecdon will fall and a•re•inspect'On fee charged. FBCID4.2.6CertifiroteofProtectiveTMAMEntforprevendonoftemdtes. AweatherreslslantjobsitePosting board shall be provided to receive duplicate Treatment tertifirates as each required protective treatmentis completed providing a copy for the person the permit is issued to and another copy for the building permit files. The Treatment Cerb'ficate shall provide the product used, Identity of the applicator, time and date of the treatment, site location, area treated, diem/cal used, percent concentration and numberofgallons used, to establish a verifiable record of protective treatment If the soil chemical barrier method for termite prevention is used, final exteriortleatmentshali be completed prior to final building approval. St Lucie County requires for the final Inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. • `a BRADEN 6 BRADEN, A. I. A., P. Ar,, 527rchltecf3 & nl Tanners v �p 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: (772) 297-8256 FAX C7721 2B7-B2B3 'AAC-000032 �'-•i i LC St, Lucie County Building Department Permit ##: 1506-0570 RE Address: 26 Ecuador 'To whom it may concern, Please note, the ballard shall be 4". 1f you havchany questions please feel free to call me at (772) 287-8258. August 10, 2015 ST. LircrF/5& -ar7v COUNTY RITILDiNG D11"ISION REM111D FOR COINIPLU- NCE REVIEWED BY DATE ZP PLANS AND PERIII i 4UST BE K I'T U\ JOI OR NO LNSPECTIO,Y WILL BE �IAiiE, JIrSE PLANS A1140 ALL PIRr joSED bUGRN 1E SUSJEOT TO ANYCORJECTIONS y:}'ELD INSPECTORS THAT r iTI LIE NECESSARY IN ORDER TO �CU,4,r.'sl'.'sI1W:? ZPPLIC�if LEccDES: HIM011 IAmy WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie July 7, 2015 To: St. Lucie County Building Dept. Attn: William Durden Re: 26 Ecuador Permit # 1506-0570 In regards to the abovementioned permit, the Roof Underlayment that will be used is Titanium UDL-25 Plus - NOA# 14-0603.18. If there are any I can be reached at (772) 878-5513. /b-Vc. -OJ-70 Thank you, ST.LLTCIF,COUNTY BUILDING DIVISION / REVIEWED FOR COMPLIANCE REVIEWED BY �s DATE ZYi 2011— PLANS A,NID PERNUT MVST BE KEPT ON JOE OR NO INSPECTION WILL BE NLADE. Matthew Lyle Wynne - V.P. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT (,,. MAYBE NECESSARY IN ORDER T0. COMPLY WITH ALL APPLICABLE CODES. Miami Division Miami �<.all �Y Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 NIAP'!N� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0610.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. AA�[t };q,II618 raon Da e. 08/ 8/18 Approval Date: 06/11/15 Page I of 5 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Underlayment Material: Polypropylene SCOPE: This acceptance is for Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TT, UDL TF, UDL TTMC-300, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as described in this Notice of Acceptance, for use with approved prepared roof assemblies where ASTM D226 Type underlayment is specified and installed with prescribed approved fasteners and fastener densities. Designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code PRODUCT DESCRIPTION: Test Product Product Dimensions Specification Description Titanium® UDL-25 PLUS 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 & #3 polymer stabilized polypropylene on both sides. Titanium® UDL-30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & 11 sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. Titanium® UDL-50 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & IT sides coated with UV protected and slip resistant Location #1& #3 polymer stabilized polypropylene on both sides. UDL TT 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one Manufacturing Type I & II side coated with UV protected and slip resistant Location #1 polymer stabilized polypropylene on both sides. UDL TF 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location 41 polymer stabilized polypropylene on both sides. UDL TTMC-300 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #2 polymer stabilized polypropylene on both sides. RhinoRoof U10 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I & II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. tl Iffy E oaQ916U3� 8Expiration Date.08/08/18 Approval Date: 06/11/15 Page 2 of 5 RhinoRoof U15 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Type I and II sides coated with UV protected and slip resistant Location #3 polymer stabilized polypropylene on both sides. RhinoRoof U20 42" x 286' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and II sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. Titanium UDL25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with two Manufacturing Location #3 Type I and 11 sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. RhinoRoof RSA 36" x 67' rolls ASTM D1970 Umeinforced polymer modified bitumen material Manufacturing Location 94 adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: 1. MLI 2. ML2 3. ML3 4. ML4 EVIDENCE .SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services 43031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 06/20/11 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 101465036COQ-001 ASTM D1970 06/27/14 100539395COQ-006 ASTM D226 06/02/14 101863861COQ-OOIA ASTM D226 10/28/14 101823107COQ-011 ASTM D226 12/09/14 Trinity I ERD I15010.05.10 ASTM D4798 / D226 05/14/10 I38010.08.11 ASTM D226 08/I1/11 135520.08.11 ASTM D2523 / D1781 08/17/11 � o.� 11 Expi • ti ante. / 8/1 Approval Date: 06/11/15 Page 3 of 5 INSTALLATION SPECIFICATIONS: Titanium' UDL-25 PLUS, Titanium® UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments 1. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed in strict compliance with applicable Building Code. 2. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, and Titanium UDL25 Synthetic Underlayments shall be fastened with Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 'A" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" ox. in the field of the roll. 4. Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with Asphaltic shingles, Wood shakes and shingles, Non-structural metal roofing, and quarry slate. Titanium' UDL-30, Titanium' UDL-50, UDLTTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25 and RhinoRoof RSA Synthetic Underlayments shall not be used as roof tile underlayments. 5. For Roof Tile applications; Titanium® UDL-25 PLUS may be used as an anchor sheet in roof tile applications when used in combination with a top membrane layer, consisting of a Miami -Dade approved TAS 103 self - adhering underlayment. (See current NOA listing of approved TAS 103 self -adhering underlayment for installation guidelines and limitations of use). 6. For fire classification of specific roof assemblies using Titanium® UDL-25 PLUS, Titanium® UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments-refer to a current Approved Roofing Materials Directory for fire ratings of this product. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. MIAMI•DADE COUNTY 0.� �,�1 /''�R E p� i��6%118 p o a a e. 11/15 Page 4 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium® UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 6. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments shall not be left exposed as a temporary roof for longer than 30 days of application. 7. UDL TTMC-300 Synthetic Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 8. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium' UDL-25 PLUS, Titanium' UDL-30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium' UDL-25 PLUS, Titanium' UDL- 30, Titanium' UDL-50, UDL TTMC-300, UDL TT, UDL TF, RhinoRoof U10, RhinoRoof U15, RhinoRoof U20, Titanium UDL25, and RhinoRoof RSA Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE 1 ,,-060� . 8 nwnioa®UNrr Ex jr,jAqnTatb: �8%�%�{/.I81� App vat�OS/1!1/15I1 Page 5 of 5 BR DEN 6 BRADEN, A. I. A., R. A. 527rchilecl,s & �f Tanners 417 COCONUT AVENUE, STUART,, FLORIOA 34926 TELEPHONE: (7723 267-B258 FAX (772] 267-S283 #AAC-000032 St. Lucie County Building Department Permit # 1,� 506 `0570� 11.E Address: 26 Ecuador To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psL If you have any questions please feel free to call me at (772) 287-8258. Thy Braden CI i Braden AIIA P• Ail?G 0 6 2615 July 29, 2015 Iti'r BRADEN 6 BRADEN, A. I. A., P. A. -Trchifecl,s & `P lanners 417 COCONUT AVENUE, STUART. FLORIDA 3499E TELEPHONE: (772) 2B7-6259 FAX (772) 2B7-6293 #AAC-000032 July 29, 2015 St. Lucie County Building Department Permit #.n50W05701 RE Address 26 Ec ador To whom it may concern, Please note, The concrete strength of the slab shall be 2,500 psi. If you have any questions please feel free to call me at (772) 287-825R r.r r 1 ?i1 Braden C ,r r : Braden ATA PA F RECEIVED JUN 2,9 2015 /,CfIf MIN. SERIGI' G, FRONT C SIDES �!J CNR SIDES REAR ZNG. Pm I TECH. 20� Pad ' 0 P F. F. pie V. 7 7 6o 41 -7 I �% 3'. /3ov :r Ia iN S'y bo N � c9 Pa y :JL G�I 6 C a r L +. 6 S 4 _Z '-2s'" FORM 405-10 FLURIDA 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: 2(D I;c Cn0"�J(- Permit Office: Cuy, 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 (1614.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. WA R= ft' 10. Ceiling Types (1446.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft 6. Conditioned floor area above grade (ft2) 1446 b. N/A R-- ft Conditioned floor area below grade (ft2) 0 c. N/A R= ft 11. Ducts R ft' 7. Windows(114.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114:00 ft SHGC: SHGC=0.50 b. U-Factor. N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sgft.) 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 Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and Es this calculation are in pliance wi the Florida Energy specifications covered by this Code. calculation indicates compliance _° with the Florida Energy Code. PREPAREp DATE: Co l Before construction is completed this building will be inspected for compliance with Section 553.908 0 a I hereby certify that this building, as de 'gned, i ompliance Florida Statutes. cab with the Florida Energy Code. WS OWNER/A T: BUILDING OFFICIAL: DATE: l DATE: -Kii- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. R - Compliance.requires completion of a Florida Air Barrier and Insulation InspectiL VVY 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 _ / V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE CO INTL 2 39 90 70 75 722.. 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockt 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 ft' — 0 0 1 ROOF _ / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft' 0 ft' Medium 0.88 N 0.9 No 0 18.4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space * Ornt Tn Wall Type 1 N Exterior Concrete Block- Int InsBloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block- Int InsBloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 -3 S Exterior Concrete Block - Int InsigoomslnBloc 4.3 15 6 8 0 124 ft' 0 0 0.8 0 --,- 4 SW Exterior Concrete Block - Int InsWoomsInBIoc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsMoomslnBlOc 4.3 35 2 8 0 281.3333 0 0 0.8 0 -6 W Exterior Concrete Block - Int InsE1oomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block- Int InsBloomslnBloc 4.3 25 6 8 0 204 ft' 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area R In R 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 V # 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 ft' 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 ft' 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 ft' 1 ft O in 0 ft 6 in HERS 2006 None _ 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _ 5 E=>N 2 Metal Double (Tinted) Yes - 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _ 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft' ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 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 Cart # Company Name System Model # Collector Model# Area Volume FEF None None ft' DUCTS / — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ft' DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Progmmable Thermostat: Y Ceiling Fans: Conlin ffXX] Heating [X] Jan [[XX]] Feb Jan [X] Feb [[XX]] Mar [X] Mar f[X]] A r [X] Apr IX [[[XX�]]] Ma [[X]] Jun [[X]] Jul May IX) Jun LX] Jul [[XX]] Au [X] Au[X] [X] Se SeP [[XX]] [X] Od Oct [[X]] Nov [X] Nov Dec Dec Venting IX1 Jan fX) Feb [X) Mar Apr fX) May [[XX1l Jun [[�x1) Jul l l [[X1) Aug [[J�d) Se f[xX11 Oct [[�x11 Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 78 80 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405.10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and 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 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 verticalpipe 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 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or 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 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft� 7. Windows— Description a. U-Factor. Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ' ft Single-family b N/A R= ft2 1 c. N/A R= ft' 2 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft2 1446 b. N/A R= ft2 c. N/A R= ft' Area 11. Ducts R ft2 1 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 28.2 SEER:15.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.2 HSPF:8.60 3.833 ft. 0.500 Insulation Area R=0.0 1446.00 ft2 R= ft2 R= ft2 14. Hot water systems Cap: 40 gallons a. Electric EF: 0.9 b.. Conservation features 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 99w EPL Display Card will be completed based on installed Code compliant to s Builder Signature: Date:1 1, Address of New Home: 9,(p City/FL Zip: ,-,--,A 3w . '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 , �No. I Seal# I Truss Name Date 1 IT6797412 I A5 1/29/015 12 IT6797413 1A6 11/29/015 13 i T6797414 I A7 11 /29/015 14 i T6797415 I A8 1 1 /29/0151 5 T6797416 A9 1/29/015 6 iT6797417 JA 1 /29/015 7 T6797418 GRA 1/29/015 8 T6797419 GRB 1/29/01511 19 IT6797420 1J2 11/29/0151 110 IT6797421 1J4 11/29/0151 111 T6797422 1J6 i1/29/0151 12 T6797423 IJ8 1/29/0151 13 T6797424 IKJ8 11/29/0151 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® a (0 ccuif -bo✓t RECE17D JUN2,9-2015 RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Modell plal903610-4115 Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings a d al r With my seal affixed to this sheet, I hereby certify that I am the Tru n e0dis index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Profes71 r i rs Rules. 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, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, perANSI/TPI-1, Chapter2. 0 � . STATE OF :�W` i�'pI..q % N A� E Ca FL Cert. 6634 January 29,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply 62' Grand Cut. III with porch T6]9]412 M11323 AS SPECIAL 9 1 _ Job Reference (optional) Chambers Truss Inc., Fan Pierce FI. 34982 7.360a Sop 2]2012MIT1 lnduslriealnc. Thu JazHLhiyURLh015Pege1 ID:2GIScwwyVShnGh%VARzllklryuFUM-IC91 HUHvWy_i5MP5wvpzHLhiyURLhF7bwellbzgU01 1-0-0 7-e-s 10-sa no-o i 2oa-e 26.4-0 120 1-QO ]A-5 2-0-15 65.72 34.8 5-1141 7.8-0 4.00 12 5xs 2.00 F12 Sx12= 24'II Scale = 1:61.2 LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FB02010/TPI2007 CSI TC 0.85 BC 0.99 WB 0.54 (Matrix) DEFL In (loc) Well Ud Vert(L-) 0.72 14 >558 360 Vert(T-) -1.47 13-14 >271 240 Horz(TL) 0.43 10 n/a rVa PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 1541to FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 or. 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 1Row at midpl 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 Horc2— 179(LC 6) Max Up1lft2=-876(LC 8), 10=-816(LC 8) Max Grav2=1305(LC 2), 10=1305(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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=152012822 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 TES 1) Unbalanced roof live loads have been considered for this design. g .... 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Veld=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=14iq a=5211; L=34f1; save=bit; Cat. II: ,�� p G E N B 01 Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `��`; '�,Y `S �'00 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. 3933 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 wilt * : •' fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacit of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816lb uplift atjoint 2 and 8161to uplift at . ATE Joint 10. O 8)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �T� •.C(O OR `O LOAD CASES) Standard �SS'ON A%� FL Cert. 6634 January 29,2015 AWARNING - vadly design p.mae,o ra and READ NOTES ONTHISAND /NCLUDEDMITEKREFERANCEPAGE MII.1413 rev.OWSQ015 BEFORE USE. Design valid for use only with MBek connectors. No design is based only upon parameters shown, and is for on Individual bu0dbg component. �• ApploabSlty, of design parameters and proper Incoryoratlon of component k responsibility of baring designer - not tan designer. Bracing shown Is for lateral support ofIrWMdual web members only. Addllbnal temporary brecic to Insure slob0lry, during construction is the rosaostioUlly of the MiTek' erector. Addlllonol peRnanenl bracing of the overall structure N Its respon"lly of the Wilcing designer. For general guidance regarding fabrIcatles, quelly control.storage, dellvery. erecllon and becchg, consult AN51/1PI1 Quality Offorlo,DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information mollable, from ra8 Rate ImOlute, 781 N. We Street Suile 312 AJexandrk% VA MI4. Tenpe, FL =10 Job Truss Truss Type Qty Ply 62' Grand Carton III wLh porch T6]9]413 M11323 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss as., Fall Pierce FI. M982 a 2.o0 12 10,64 4.00 12 5z8 % 4x5 4.5-12 5x6 = 5.7.7 2x3 11 8.0-1 Scale = 1:63.3 Plate Offsets (X,Y): f2:0-4-2,Edge1. f3:0-3-O,Edpel, f5:0-4-0,0-2-61, f7:0-2-7,Edgel, f9:0-3-14.0-1-81 LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) Wall ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Ven(LL) 0.65 14 >617 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Ven(TL) -1.28 2-14 >313 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 9 n/a ate BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 157lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 *Except* 1-3: 2x4 SP M 31 80T CHORD 2x4 SP M 30 'Except' 2-14: 2x4 SP M 31 WEBS 20 SP No.3*Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural mod sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 4-6-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0.8-0 (min. 0-1-8), 9=1125/0-8-0 (min.0-1-9) Max Harz2=-169(LC 6) Max Uplift2=-816(LC 8), 9=-816(LC e) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5263/3001, 34=-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=-1536/2836 WEBS 4-14=-435/467, 5-14=-1543/2851, 5-13=-388/171, 6-13=-151/496, B-12=819/564, e-11=0/309`PS r A. fi NOTES �%,�` •'•\G E N S 1) Unbalanced roof live loads have been considered for this design. A, : V 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=14ft; B=52fF L=3411; eave=fill; Cat.11. 3938 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � AT E fit between the bottom chord and any other members. � O •• 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity �i T• •k ko of bearing surface. 10, �Si • R 8) g Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816111 uplift al joint 2 and 816lb uplift at '�i�Is'Ip N A� �, join 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 January 29,2015 Q WARNING-Verlrydeafgnparamofors and READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGE111II-7473rev. ruyl ZO1SBEFORE USE. Design valid for use only with Maek connectors. Wh oesign is based only upon parametersshown and is for an IndiNtlual bu0ding component. pat Applicablity, of design parameters and proper Incorporation of component Is responstality, of bulici ng designer -not hus designer. gracing shown Is for lateral support of Individual web members only. Additional temporary, bracing to Insole stabhly doming consimction Is the respor obilllty of the MiTek' moclor. Additional permanent bracing of the overall slnrclure Is the tespombiilly of the balding designer. Forgenaml guidance regarding (oMcatlort gwllN cnnhol.storage, delMery, erecllonond bachg.consilt ANSI/TFII Quality Criteria,DSS-69 and BCSI Building Component 6904 Parke East BNd. safety Information avalabte from liras Rate ImiOule, 781 N. Lee Sheet. Suile 312 Alexandria. VA22314. Tampa, FL 30610 2.Oo 12 LOADING (Pat) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2010/1P12007 LUMBER TOP CHORD 2x4 SP M 30 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 5x10 5x6 = 5x12 = 2x3 II Scale =1:62.2 CS] DEFL in (too) Vdefl Ud PLATES GRIP TC 1.00 Vert(LL) 0.63 it >638 360 MT20 244/190 BC 1.00 Vert(TL)-1.3510-11 >296 240 MT18HS 244/190 WB 0.97 HDrz(Q 0.41 7 n/a n/a (Matrix) Weight: 147 lb FT=0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation culde. REACTIONS (lb/size) 2=112510-8-0 (min.0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horc2= 150(LC 6) Max Uplift2= 816(LC 8). 7=-816(LC 8) Max Grav2=1305(LC 2), 7=1305(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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=-1397/2758, 9-10=-1508/2801, 7-9_ 1508/2801 WEBS 3-11=-371/412, 4-11=-1307/2558,4-10=-783/392, 5-10_ 171/459, 6-10=-711/484, 6-9=0/280 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=4.2psh BCDL=3.0psf; h=14ft; B=52ft; L=341t; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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. lit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should verity capacilg of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 Ib uplift at joint 2 and 816lb uplift at joint 7. 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ,``B1111111, PS A 10',GEN 7 3931 ATE '44/ Z FL Cert. 6634 January 29,2015 ® WARNING. Ver11ydes19n urouri . antl READ NOTES ON THIS AND INCLUDEDMr EKREFERANCEPAGEMII-7473 rev. 0VhW015 BEFORE USE. Design vala for use orry wch Work connectors. this design is based only upon parameters shown. and is for an Individual building component. Appiaablllty of design parameters and proper Incorpormlon of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members orty. Atltllllonal temporary brackxl to insure stability during construction is the responsibility of file MiTek erector. Additional permanent braclne of the overall structure Is the respontldllty of the bullding designer. For general guaance regarding fabricatlon, quality control, storage, delivery, erection and bracing cona9t ANSUTP11 Quality Cdterla, DSB-89 and BC51 Building Component 6904 Perk. East BNd. Safety Information available from Truss Hate Institute. 781 N. fee Street. Sulle 312. Alexandra, VA MI4. Tamp., FL 33610 Job Truss Truss Type Oty Ply 62' Grand Corhon 111 with porch T6T9]415 M11323 AB SPECIAL 1 1 Job Reference (optional) Lhembers Tmsslnc., Fort Pierce FI. 34982].350s5ep27201ngAminduslrieaInc. -m3SWan2914:WlYO?HPa z ID:WSJgpGwalPpem6hk9UjG5yuFUL-AngAvwJootMZZV5_m3SWawzCYAW 1 VOz7HulPwzgUO_ 1-0 SE-0 12-0-0 15d1 ?D-0b 22-0-0 248-12 34-0-0 -0O Bd-0 3-3-12 314 4-e-0 1-7A 2-&12 5x6 = 14= 4 14 5 2.00 F12 2,3 11 6x10 615 7 23// 5x12 = 3x4 = Scale = 1:62.2 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.61 13 >656 360 MT20 2441190 TOOL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -1.31 12-13 >306 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES W B 0.67 Horz(TL) 0.39 9 n/a n1a BOOL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 154 lb FT=O% 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 SP M 30 *Except* MITek recommends that Stabilizers and required cross bracing 9-12: 2x4 SP M 31 be installed during truss erection, in accordance with Stabilizer I WEBS 2x4 SP No.3 Installation Guide. REACTIONS (III/size) 2=1125/0-8-0 (min. 0-1-8),9=1125/0-8-0 (min.0-1-8) Max Hon: 2=-130(LC 6) Max Uplift2=-816(LC 8), 9= 81 G(LC 8) Max Grav2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5279/2992, 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, 8-9— 2889/1683 BOT CHORD 2-13=-2744/5007, 12-13-1673/3161, 11-12=-1152/2370, 9-11=-1467/2678 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— 4801467 NOTES U balanced root live loads have been considered for this design. ,��%�,`P,Sq��/♦♦ 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0ps1; h=14fb B=5211; L=3411; eave=6fl; Cat. II; O\V` e10 Exp O; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ��. ,•�\G E p1$ '•,'9�♦♦ 3) Provide adequate drainage to prevent water ponding. : , r-.• 4) All plates are MT20 plates unless otherwise Indicated. 0 3938 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will= fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity ; {� of bearing surface. 8) Joint Provide1b mechanical connection (by others) of truss to bearing plate capable of withstanding 816uplift at joint 2 and 816lb uplift at 9 %�AN•••�< O P = ��, 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ♦♦j�s R 1 �j ,% �0 LOAD CASE(S) Standard ♦♦♦hS,ONAlf- FL Cert. 6634 January 29,2015 Q WARNING. Vedlydealgnpineral. and READ NOTES ON THISAND INCLUDED MREK9EFERANCEPAGEMII.74T3rev. 02/16rz015BEFOFEUSE. ■ Design valid for use oNywlth Mriek connectors. IDls design G based only upon parameters shown. anal is for an lriclAducl burci component. q Applicability of design parameters and proper incOMmllon of component is regomlbllity, of building designer- not truss designer, Bracing shown Is for lateral support of lntllvldual web members only. Addillorwl temporary bracing to insure Mobility during conduction is the responsbBlity of the MiTek' erector. A fftlonal permanent bracing of the overall structure Is the resporuHNllty of the burring designer. for general guidance regordho fabricallon quality control, storage, delivery, erection anal bracing, consul ANSIITPII Quality Criteria, DSB-S9 and BC51 Building Component 6904 Parke East Blvd. Safety Information avdabie from Truss Nate ine lute, 781 N. Lee Street. Wife 31Z Alexandria, VA MIA. Tampa, FL 33610 Job Truss Truss Type Clty Ply 62' Grand Carlton 111 with porch T6]B]416 M11323 A9 HIP 1 1 Job Reference (optional) •Chambers Truss Inc., Fort Pierce H. M982 1-0-0 64G5 10-0-0 15-2-14 �14)-0 &7-15 3-0-1 5-2-14 ~ 4x4 i 4.00 F12 3x4 = W O 3x6 = 3x6 = 7.350 Scale = 1:60.1 2x3 11 Sx10 3 Jx9 — ei ,c am — 6x8 = 3x6 = 3x4 = LOADING(psf) TOLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TO 0.25 BC 0.56 W B 0.87 (Matrix) DEFL In Ven(LL) -0.21 Ven(fL) -0.55 Horz(TL) 0.02 (loc) Ildeft Lid 9-11 >749 360 9-11 >292 240 13 n/a nta PLATES GRIP MT20 244/190 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 puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or6-0-0 or. 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 (III/size) 2=57310-8-0 (min. 0-1 -8), 9=29710-8-0 (min. 0-1-8). 13--1381/0-&0 (min. 0-1-14) Max Horz2=109(LC 7) Max Upilft2=-450(LC 8). 9=-268(LC 8), 13= 913(LC 8) Max Grav2=690(LC 19), 9=387(LC 20). 13=1598(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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=-96/260, 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=1196/756, 6-13_ 263/230, 7-11=-158/384, 8.11-4191384. 7-13=-825/447 NOTES 1) Unbalanced roof live loads have been considered for this design. ��````S r A II1�1`1. ,%P q4 , •"• • 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) VascW128mph; TCDL=1.2psf; BCDL=3.OpsC h=141t; B=52f1; L=34it; gave=6Yt; Cat. II; �� Q" • Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 grip DOL=1.60 .r .•�\C E N S '9 �� plate `�� ' 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3938 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450111 uplift at joint 2, 2681b uplift at Joint •� •• and 913lb uplift at joint 13. 7) "Semi -rigid pltchbroaks including heels" Member end fixity model was used In the analysis and design of this truss. i O .• ATE LOAD CASES) Standard �ijT� .A�< 0 R ( O P: ��,�� A, %� FL Cert. 6634 January 29,2015 AWARNING-VerilydesignparemetersendREADNOTESONMISANDINCLUDEDMiPEFERANCEPAGEMll-74Mrov.OV165015BEFOREUSE. ■ Dedgn valid for use only with MBek connectors. This design 6 basod only upon pcaamefersshovm, and is for an hdNdmi Widen component. AppllcobilN of design parameters and proper incorporalton of component Is responsibility of building designer -not hum designer. Bracing shown Is for laterd supped of IMlvldual web members OnN. Addlttonai temporary bracing to Iawre shMlty durhg owsWotbn Is tho respor bRlityof the MiTek' erector. Additional permanent bracing of the overall structure Is the wsporoibllliy of the bullring designer. For generakl l 0uance recording fatAcahon, quality control, storage, delivery. erection and bracing. consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East BNd. Safety Information werable from Truss Rafe Ins11Me, 781 N. We Street. Suite 312. Alexandb. VA 22314. Tampa. FL 33610 Job Truss Truss ype Oly Ply 62' Grand carton III with porch T6]9]417 M11323 A COMMON 8 1 Jab Reference (optional) .Chambers Truss Inc., Fod Pierre R. U982 7.350 s Sep 27 2012 Musk Industries, Inc. Thu Jan 2914.43:55 2015 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN.HObf3YGHIes74=DXDNa04oegYF5cE4PMGvBmBzgUO2 -6-7112i-13 7I 25743 6-i U-13p11-0-0-0q '0 4-047-3 .96.70 3547-0 4.00 12 4x4 = 19 Scale = 1:59.2 3x6 17 -- 15 14 re 3x6 2.3 I 4x6 = 3xe = 3x8 = 4x6 = 2x3 II LOADING (Pat) SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 3160 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(fL) -0.73 14-15 >547 240 BCLL 0.0 " Rep Stress Incr YES WB 0.53 Herz(TL) 0.15 10 Na Na BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 1631b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purling. SOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling 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 Grav2=1355(LC 2), 10=1355(LC 2) FORCES (Ib) - 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=-524/692, 5-15= 313/305, 3-15=-599/407 \\\111111111, NOTES \\\, PSA.x 1) Unbalanced roof live loads have been considered for this design. �� O�•' G E N 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1411; B=52ft; L=3411; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 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 wilC % fit between the bottom chord and any other members, with BCDL = 10.0psf. 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. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O.• ATE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50lb down and 291b up at 15.0-0, �•, ,p P ,� and 50lb down and 29 lb up at 19-0-0 on lop chord. The design/selection of such connection device(s) is the responslbllily of others. � �'•, ( O R I Q % 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �SS • • • • ��\%� 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 Cert. 6634 January 29,2015 Q WARNING. Verflydesign parameters and READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIF7473 rev. OWS2015 BEFORE USE. Deslgnvolktforma oNywllh MBek connectors. lNsdelgnabasedonlyupon parametersshown. andisforan Individual bullding component. of design pmometers and proper Incomorallon of component is respon ll,11ty of b dding designer - not hum designer. Bnachg shown Dot Is for lateral support of Indlvkival web members only. Additional temporary bating to Inoue stabBlty during conshuctlon Is the resporcilonity, or Ire MiTek' erector. Addilional permanent bracing of the overall structure is the respons oIlN of the bulldrag designer. For general guldance recording fabicollon. quallty control,storage,delivery, erection and btacing. consult ANSI/TPII Quality organis,DSB-99 and BCSI Building Component 6904 Parke East Blvd, Safety Information ava9able from Truss Rate Inslifute. 781 N. Lee Sheal. Suite 312 Alexandrkt VA 22314. Torrya. FL 33610 Job I was Trucas Type Oty Ply 62' Grand Carbon 111 with porch T6]9]41] M11323 A COMMON 9 1 Job Reference (optional_ .Chambers Truss Inc, Fort Pierce Fl. 34982 LOAD CASE(S) Standard Concentrated Loads (III) Vert: 18=-43(F) 19=-43(F) 7.35USbep2/ YVI2MIleKInau6IDes, Inc. Ina Jan2tllnwiA>Zme Pegee ID:a3B4PavKmZweXyJckSFBgyuFUN-HObf3YGHles74rmDXDNaQ4aegYFScE4PMGvBmSzgUO2 ® WARNING-Vornydealgn pseannuar. and READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGE MIP74M rov. 02,76GOIS BEFORE USE. Design valid for use only Mth MUek connector, B9s design 6 bosed only upon poramotemshovm, natl Is for an InalNtlual bulahng component. Applk:obYlty, ofdeslgn parameters and proper lncorporallon ofoomponant h responslblllly of building designer -not Bass designer. Bracing shovT, Is for lateral support oflydlvIdual web members oNy. Additional temporary bracing to Insure stabllity, duffing construction is the responsibility of the MiTek' erector. Adchlogal permanent bracing of flue overall structure Is the responslblllty, of the bulidig designer. For general gulclance regarding fabdcallon, quallty control, storage. calvary. erectlon and bracing, consult ANSI/TPl1 Quality Catania, DSB-89 and BCSI Building Component 6904 Parke Seat Blvd, Safety Information available from lass Rate InslOute. 781 N. We Street. Suite 312. Alewncift VA 2231A. Terry., FL 33610 Job Truss Truss Type cry Ply 62'Gmad Carton If with porch T6J97418 M11323 GRA HIP 1 1 Job Reference (apaonap .Chamber. TlusB Inc., Fan Narce F1. M982 7.350 a Sap 272012 MIIax InaVSMOS, Inc. I nU Jan 2914:44:V120b Fags IDLetClcxC31xVV7huls7ypJyuFUK-6AywKbK2KUcHcsFMuUU_gL2W tzBeOralkCMWzozgU?y 1-0 s-0-0 11-1-1 17-0-0 18-6-0 22-2-2 21 34-0-0 O 8-0-0 3-i-1 5-10.15 14i0 3A-2 3-9-14 8-0-0 00 Scale =1:62.2 (+) Top chord must be braced by end jacks, root diaphragm, or properly connected 4x4 puffins as shown. = 14 31'�v 3.6 11 3x6 = Bias = 3x6 = 6x8 = 6xa = 9-0-0 11-1-1 1&6-0 26+1-0 3441-0 6-0-0 3-1-1 7-4-15 ]4i-0 8-0-0 Plate Offsets (XY)' 13:03-8 Edger 121:0-3-8 Edael 122:0-3-10 Edgel 124:OJ-8 OJ-01 127-0-3-8 0.3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/detl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.95 Vert(L-) 0.13 22-24 >999 360 MT20 2441190 TOOL 7.0 Lumber Increase 1.25 BC 0.99 Vert(T-) -0.33 2-29 >397 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.98 Horz(TL) 0.03 22 n/a n1a BCDL 10.0 Code FB020101TP12007 (Matrix) Weight: 1941to FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 `Except' BOT CHORD 2-28: 2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 REACTIONS All bearings 0-8-0. (Ib) - Max Harz 2=166(LC 7) Max Uplift All uplift 1001b or less at joint(s) except 2=-357(LC 8). 27=-1183(LC 8), 26=-1480(LC B), 22=-643(LC 8) Max Gray All reactions 250 Ib 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, 8-10=-636/1292, 10-12= 636/1292,12-13-636/1292,13-15=-636/1292,15-16=-636/1292, 16-18=-63611292. 18-20— 2128/1209, 20-21=-2128/1209, 21-22=-2206/11 go. 6-9=-152/308, 9-1 1=.140/372,11-14=-216/415, 14-17=-135/278 BOT CHORD 2-29— 178/558, 28-29=-127/427, 27-28-1271427, 26-27=-865/511, 25-26=-355/593, 24-25=-355/593,22-24=-1015/2040 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=-632/1770, 21-24=-34/362, 4-5=-571/485, 19-20=-343/310, 14-15-519/392 Structural wood sheathing directly applied or 4-0-2 oc puffins. Except 1 Row at midpt a-21 Rigid telling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aulde. A. ♦♦♦�� G N 3931 NOTES _ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.OpsF h=14ft; B=52f1; L=34ft, eave=6ft; Cat. �' O • ATE Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. � A. All plates are 2x3 MT20 unless otherwise indicated. �i'�C6, ••, (O R , Q P : ��,♦ 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl with any other live loads. �lS • •.. • • N.... 6) fit between truss the been designed for a live load of chord and any other members. �� sf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � .i&/ N A1 � �%% 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3571la uplift at joint 2, 11831b uplift atlolnl 11 27, 14801b uplift at joint 26 and 643lb 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 C2ft. 6634 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. January 29,2015 ®WARNING - Varllydeslgn paramermc and READ NOTES ON TH/SAND INCLUDED MmEK REFERANCE PAGEMn,74M rev. OWWO15 BEFORE USE. ■■■ Design vdid for use only with MQek connectors. This tledgn is based only upon parameters shown. and Is (or an lndNdual biking componenl. Appibabillty of design parameters and proper Incorporation of component Is responsibility of WIdIng designer - not truss designer. Badrat shown 6 for lateral support of Individual web members only. Additional temporary bractng to insure stabOlry, during conshuction is the responsiblilty, of the MiTek' erector. Additional permanent bracing of the overall structure Is the resporss gty of the butldll designer. For general guidance regarding faWcallon, quality control, storage, delivery. erection and bracing, consul ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. solely Information mailable from Truss Rare Indttule. 781 N. Lee Sheet Suite 312. Alexandria, VA 22314. Terrga, FL =10 Job Truss Truss Type Ory 62' Grand Carlton III with porch T67B741a M11323 GRA HIP 1 �Ply 1 Job Reference (optional) Chambers Truss Inc., Fort Pierre H. U982 7.359 a Sep 27 2012 MiTek Industries, Inc. Thu Jon 2914A,4:02 2015 Page 2 ID _elC1cxC3icW?hula?yplyuFUK-aMWI%xLg5nt8QOgZSBODCYbadNXti[gRzs63VEzgU?x NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 It, up at 26.0-0, and 967 Ib down and 451 lb up at 8-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=44,21-23=44, 2-29=-20, 24-29=47(F_ 27), 22-24=-20, 3-1 1=-103(F=-59),11-21= 103(F— 59) Concentrated Loads (Ib) Vert: 29=-555(F) 24=-555(F) Q WARNING -Verity design ",..at.. and BEAD NOTES ON THISAND INCLUDED MrFEK REFERANCEPAGEMII.7473 rev.O CACHE BEFORE USE. ■■■ Design valid for use only with MBek connectors. This design is based only upon paamefelsshown, and is for an httllvidual Wictrlg component. Appibauilty of design paamefersand proper Ncorporaflon of component h respondUllly, Ot WiGing designer- not toss dedgner. Bracing shown ` Is for lateral support ofirrovduml web members only. AddllkmalfemporarybracingtolnwrestabOrydWngconstimtbnisfherespo b0lltyoffhe MiTek' erector. Mcillbrwl Parraorrent broclM of the overall structure Is the resporchbllity of the bulding designer. For General gutdance regarding fabdca9on, quality control storage, delivery. election and bracing. consult AN51/TPI I Quality Crlterla,DSB-89 and 8C51 Building Component 6904 Palk. Seat Blvd. Safety Information malaria from Truss Hate Insfifule. 781 N. fee Street. Sulte 312. Alexandra. VA Y2314. Tempe, FL SW10 Job Truss Truss Type Dty Ply 62' Grand Carron III wdh porch T6I9]41e M11323 ORB HIP 1 i Job Reference o tionel .Chambers Truss Inc., Fort Plaice FI. 34882 7.350 s Sep 272012 Mnek Industries, Inc. Thu Jan 20 14:44:022015 Pagel ID:SrRaEyyrgO4M78G4raW BLWyuFUJ.aM W 0(xLg5N800gZSBODCYbILNdb114Rss63V EzgU?x 1 o-q 8-0-0 ,r 14-2-6 20-0-0 26-0-0 34-0-0 35-0-0 6-26 6.1-10 6,8.0 8-0-0 1-0-0 Scale = 1:60.1 a.00 12 6x10 -- 3xe = 4x6 = 5x6 = 6x6 = Jxtl — 19 „^+ — 3x6 I I Sae WE = 3x4 = 6x8 = ax6 = 6x8 = &0-0 14-26 i 20-4-0 26-0-0 i 3i 8-0-0 6-2E 6-1-10 "I B-0-0 Plate Oflsets(XY)- f2'0.4-0Edgel l3'0-5-00-2-01 f4'0-3-80-1-81 f5'0-3-OEdael f8'0-2-OEdgel f10-0380-3-01 LOADING (psi) SPACING 2-0-0 CS] DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.20 15 >999 360 MT20 2441190 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 WE 0.97 Horz(TL) 0.C8 12 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 150 lb FT=O% 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 oc 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 pis 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/slze) 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 Holz2=-77(LC 6) Max Uplift2=-898(1-0 8), 12=2520(LC 8), 8=-394(LC 8) Max GraV2=1458(LC 13), 12=4630(LC 15), 8=538(LC 20) FORCES (lb) - Max. Comp,/Max, Ten. - All forces 250 (D) 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=-112112302. 6-17=-778/440, 7-17=-779/440, 7-8=-882/416 BOT CHORD 2-15=-1715/3467, 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=-16421779. 4-13=-203/929, 4-12=-4684/2540, 6-12=-2440/1562, BPS r P„A� 6-10= 173913381, 7-10=-339/365 ,�� e, NOTES 1) Unbalanced roof live loads have been considered for this design. ��, •�`� \ C' E N S •'••'9 �� 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=1411; B=5211; L=3411; eave=6lt; Cat. II.. Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 0 3938 ,. 3) Provide adequate drainage to prevent Water ponding. 4) This truss has been designed for a 10.0 psi 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 WIt: :Tr fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 898lb uplift at Joint 2, 2520 lb uplift at joint �•O. ATE : ��=` 12 and 394111 uplift at Joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. e) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 Ib . up al ,�I\`Sts ` ��, responsibility6-0-0,nd66 lbd own rs and 461 lb up at 8-0-0 on bottom chord. The design/selecbon of such connection device(s) is the �0 N Al liIts` of 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as Iron) (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 WARNING -Verify design peramelara end READ NOTES ON MIS AND INCLUDED Mf]£K REFERANLE PAGE Mli-7473 rev, 0VIMIS BEFORE USE. ■ Design valid for use only with MBek connectors. This design is based only upon parameters shown. and is for an inchAdual building component. Appllcablllty, of design parameters and proper Incomoroll of component Is responsibility of Llama designer - not fruss designer. Bracing shown Is for lateral anowd oflndNldual web members only. AddlllomilemporarybracingtolnsluesioNitydudngcomtiwlbnlsiheresponslbllilryofihe MiTek' erector. AddlBond permanent bracing of the overall structure Is the responslblllty, of the bullci designer. For general guldance regarding foMicafion, quality control,storage,delivery, erection antl bracing, consult ANSI/TPII Quality COterla,DSB-89 and SCSI Building Component 004 Parke East Blvd. Safety INormallon ayahcbte from rates Rate ImtrMe, 781 N. We Slreel. Sulte 312. Alexandria VA 22314. Total FL 33610 Job Truss Truss Type City Ply 62- Grand Carson III with porch T679)419 M11323 GRB HIP 1 1 Job Reference a tional Chambers Truss se., LOAD CASE(S) Standard 1) Regular. Lumber lncrease_1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 13= 44, 3-7=-107(F= 63), 7-9_ 44. 2.15-20, 10.15=-49(F— 29), 8-10=-20 Concentrated Loads (Ib) Vert: 15=-555(F) 10=-555(F) 7.350 a Sep 27 2012 MiTek Indusuiee, Inc. Thu Jan 2914:44:02 2015 Page 2 ID:SrRaEyyrg04M78G4ra W BLWyuFUJ-aM W IXxLg5nI8DOgZSBODCVbh_NdbIl4Rzs83VEzgU?x QWARNING- VeNlydes/gn pammohm, and READ NOTES ON THIS AND INCLUOEOMgEKREFERANCEPAGEMII-7473Iev. GUIM?0ISSEFOREUSE ■ Design valld for use onlywllh MiTek connectors. This design is based only upon mameters shown, and Is for an 9ndlMdual building Component. ��• Appllcablity, of design parameters and proper Incomorallon of component Is respomlblllty of bullcUng designer - not tnrss designer. Bracing drown Is (or lateral support of lnclMdual web members only. Addltional temporary bracing to Insure slabllly during constructlon is the fesponsiblllty of the MiTek' erect". AdditionalpelmanentbrocingoftheoverallstmchAelstheresporaWlitya(IMbuilNngdeslgner.ForFe oralgultlanceregarding fa5licallon. qualty, control. storage. delivery, erection and bracing. consult ANSIyrPl 1 Huallly Criteria,DSB-89 and SCSI Bullding Component 6904 Panke East BNtl. Safety Information avalable from Truss Rate InsIllute. 781 N. Lee Sheet. Suite 312. Alexandria VA M14. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand canton ill with porch T6T9T420 1,111323 J2 MONO TRUSS e t Jab Reference (optional) . Chambers Truss Inc., Fon 7.350 s Sap 27 2012 NrInk Muslims, Inc. I hu Jan 2914g4:03 2015 Fage 1 IDxl?zSIzTbJCDIIrGPHIQukyuFUl-2Z4glHMls5t?2901?vxSIm83Kn5W U_PbCWrcl hzri Refer to MRek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = 4.00 12 LOADING (pat) SPACING 2-0-0 CSI DEFL In (too) Wall Ud TCLL 20.0 Plates Increase 1.25 TC 0.12 Ve di -0.00 2 >999 360 TOOL 7.0 Lumber Increase 1.25 BC 0.07 Ven(TL) -0.00 2-4 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz2=66(LC 8) Max Up11ft2=-143(LC 8), 3= 29(LC 5) Max Gmv2=145(LC 2), 4=38(LC 3), 3=39(LC 13) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.9 PLATES GRIP MT20 2441190 Weight: a lb FT=o/ BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD Rigid celling directly applied or 10-0-0 oc bracing. in MiTek recommends that Stabilizers and required cross bra be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=14ft; B=5211; L=34ft; save=6ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.01 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 lit 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 143lb uplift at joint 2 and 29lb uplift at joint J```,�PS A" qz,'4 3. 6) 'Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss.\G E N S •, LOAD CASE(S) Standard 3938 .ram ATE ORk FL CerL 663 January 29,2015 ® WARNING- Verlfydeslgnparamefers and READ NOTES ON THIS AND INLLUDEOMMIN(REFERANCE PAGEMII-747a rev. 02NN2015 BEFORE USE. Design void for use only Win Maek connectors. Rus design b based only upon parameters shown, and Is for an lndlvldual bullding c-omponenl. �� App'k:abplty of design parameters and proper Incorporation of component Is responablllly of building designer - not hlrss designer. Bracing shown Is for lateral support of Indridual web members only. Addilorwl temporary bracing to Insure stability during construction is the resporolloV1ty of the MiTek' erector. Addlibrsd pennarent braGrq o(Ihe overall simcMe Is Itta resporelblliry of the WOdlrxl designer. Forgeneral gW<Wrsce regatlksg fabdcatlmquolllycmkol,storage,d IK,ery.efe fim Uacing.COnWt ANSI/TPll 9aallty Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnallon ovacible from fnas Rate Imitate. 781 N. Lee Street. Suffe 312 Alesanchni. VA 22314. Tanya, FL 33610 Job I russ Truss Type Gly Ply 62- Grand Cmtlon 111 mlh porch T6]W421 M11323 J4 MONO TRUSS 8 1 Job Reference (optional) Chambers Trues Inc., Fog Pierce Ft. M982 3x4 = ].3506aep2]2012MileklndJ5tne5,IOc. In0Jdn2914:44:0J20I5 Ye9e1 I D:PDYLfd_5MGK4MSOTz?Zt W ryuFUH.2Z4glHMls5t?2901?v%SImBOFn2SU_PbC W fct hzgU?w Scale = 1:11.2 4-0-0 LOADING(psf) SPACING 2-0-0 CS] DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.26 Ved(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Ved(fL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 n1a rVa BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14lb FT=O% 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 calling 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 Quads. REACTIONS Qb/size) 3=69/10echanlcal, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz2=103(1-C 8) Max Up1lft3=-82(LC 8), 2_ 188(LC 8) Max Grav3=87(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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=14f ; B=52ft', L=34ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 girders) for truss to truss connections. \ 1 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 82lb uplift at joint 3 and 188lb uplift at joint \`\ A2., ACe ,�`; this �,\(\�\n\S truss. P•' • • 6) Semi-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of �\0EN,9 LOAD CASE(S) Standard 3938 = 'rir •1ONA� 1111111 FL Cert. 6634 January 29,2015 Q WARNING- Verify design Parameters and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MII-]4]3 rev. OW112015 BEFORE USE. ■■ Design valklfor use orgy wch MQek connectors. This design Is based only upon parameters shown, and Is for an Individual bunding component Applloablllty of design paametors and proper Incorpormlon of component b responsibllity of building designer -not inas designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary, bracing to insure stabnlN during construction is the responabnllty of the MiTek' erector. Aildillonal pemranent bracing of the overall structure Is the responstallly of the bulldlng designer. For general ge Wdancregarding fabecailon. quality, Control, storage. delivery, erection and bracing. consult ANSIAPII Quality Criteria, DSB-89 and BCSI Bellaire Component 6904 Parka East Bald. Safety Informatlon a callable from Truss Plate Institute. 781 N. lee Street. Sulte 31%Alexandria. VA M14. Tmrpa. FL 33610 Job Truss Truss Type Cry Ply 62' Grand Carlton III with porch T6]B]422 M11323 AMONOTRUSS e 1 Job Reference (optional) . Chambers Truss Inc., Fod Pierce R. 34982 314 = 7.350 c Sep 27 2012 MTek In lustnes, Inc. Thu Jan 29 14.44:0412015 Page 1 ID:tP6jtzJ7xSx_c_IXi4agyuFUG-W Ie3ydNwdP4sfJzxZc2hHzg3/B19D RfkOAbAZ7zgU?v 6-0-0 6-0 0 Scale = 1:14.5 fi-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (roc) Udell Ud 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 W B 0.00 Horz(TL) -0.00 3 n/a n/a BCOL 10.0 Code F3020107rP12007 (Matrix) Weight: 201b FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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 Horz2=141(LC 8) Max Uplift3=-144(LC 8), 2=218(LC 8) Max Grav3=144(1-C 13), 2=289(LC 2), 4=113(LC 3) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ft; B=52ft, L=3411; eave=6ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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. t�Ir 1114r 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144lb uplift al joint 3 and 218 lb uplift at � joint 2. p,S A. , 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. %`O ........... 6 LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 AWARNING- Vadlydealgn parametersentl READ NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGEMII-74"re1 OW&INI1S BEFOREUSE ■ Design valid for use ody Wlth Mgek connectors. This tlesign Is based only upon parameters shown. and Is for an InclAdual building component. App' o.1,11ry of design parameters and proper Incoiporallon of component Is resporrsibllity, of b(Wtling designer - not truss designer. Bracing shown Is for lateral suppod of a,Mduol web members only. Additional temporary bracing to Insure stabOlty during construction Is the responslbli ty of the Mew sneerer. Addltlorol permanent bracing of the overall structure Is the responsibility of the bulk➢ng designer. For general guidance negOrding fabdcallom quality control. storage, delivery, erectlon and bracing consult ANSI/TPII Quality Clitala,DSB-89 and Best Building Component 6904 Parke East BNd. Safety Informaflon available from Imss Rate Institute. 781 N. Lee Steel, Suite 31Z Alexondrid, VA 22314. Tarapa, FL 33610 Job Truss truss Type ON Fly 62' Grand Carl It with Porch T6]9]423 M11323 is MONO TRUSS 20 1 Jab Reference o Aonal Chambers Truss Inc., Fan Pierce R. M962 1-0 3x4 = 7.: usSepL zu12MIleRIndu8Ties.ine. Thuianevisi.44.042015 Fags! I D:tP6itz-j7xSx-c_IXi4m9yuFUG-W Ie3ydNwdP?sfJzxZc2hHzg81 B06DRfkOAbAZ7zq U?v LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/detl Ud TCLL 20.0 Plates Increase 1.25 TC 0.51 Ven(LL) -0.15 2-4 >613 360 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/IPl2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=163/Mechanical, 2=30810-8-0 (min. 0-1-8), 4=76/Mechanical Max Herz 2=179(LC 8) Max Uplift3= 203(LC 8), 2=-250(LC 8) Max Grav3=200(LC 2), 2=360(LC 2), 4=153(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. Scale = 1:17.7 PLATES GRIP MT20 244/190 Weight: 26111 FT=O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quids, NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2psf; BCDL=3.Opsh h=141t; B=52ft; L=34ft eave=61t; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ` ,IS I ICI II/4 / 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at Joint 3 and 250lb uplift at `��I /// Joint 2. �%P Abe! 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �%%0 ;. . In, �15+'• ll - 3938 2 ATE O A,; O R11111111 LOAD CASE(S) Standard FL Cert. 6634 January 29,2015 Q WARNING -Verlfydeslgn perwashmeand READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMII-7473 rev.=Y Of5BEFORE USE. ■ Design valid for use only with MRek connectors. INe design is based only upon parameters shown and is for an individual building component. AppticaWlty ofdeslgn parameters and proper lnoolpwalion ofcomponenl is responsibility of building designer- not russ designer. Bracing shown +r ■ Is for lateral support orecilvldual web members only. Additional temporary lxacing to Inure stability dudrg construction is the responatullty of the MiTek' erector. Addlflonal permanent bractrg of the overall structure Is the resporwlbliny of five bulldlng designer. For general guidance regarding fabrication, qu ilt conhol, storage, delivery, erection and bracing. consult ANS117PII Quality Criteria, DSO-69 and BCSI Building Component 6904 Parke East Blvd, Safety Information avalable from Truss Rate kwittute, 781 N. We Sheet Suite 312 nexandrio. VA 22314. Tampa, FL 33610 Job Truss truss Type Cry Ply 62' Grand Gerken ill whh porch T6]9]424 M11323 KJB MONO TRUSS 4 1 Job Reference (optional) I Chambers Truss [no., Fort Pierce Fl. M982 7,350 s Sep 272012 MiTek lntlustfies,. Inc. Thu Jan 29 14:44:05 2015 Page ID:Lcg54J?LuEancmZr4Qb7W MyuFUF-_XBRAzOZOi7jHTY87JZwgBDMBak8yo?ufgKj6ZzgU?u 4.5-0 73-4 If." 1-11 734 3-11-12 Scale = 1:20.8 3x4 = 5 3x4 = ]3d 3-11-12 LOADING(psf) SPACING 2-0-0 CS] DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 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 >650 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 We Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44111 FT=0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Horz2=244(LC8) Max Uplift4=-204(LC 8), 2=-325(LC 8), 6=-278(LC 8) Max Grav4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t•, B=52ft•, L=34ft; eave=6fp Cat. II; Exit C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This Imss Is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. 114111111/ his t bottom chord live load nonconcurrent th other ve loads. 4) TThis truss has been dss has been esigned for a live lned for a 10.0 oad of 20: psf on the bottom chord In all alreasnwhere alrectangle 3-6-0 tall by 2-0-0 wide will PS A. --pp A fit between the bottom chord and any other members. ��, �\V••• . E N 5) Refer to girder(s) for truss to truss connections. �� ; ' V\ 5' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 Ib uplift at Joint 4, 325 Ib uplift at joint 2� ; and 278 to uplift at joint 6. 3938 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. * :. e) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). ;MrX ATE T� O R 1 Q S10NA�E?��\ 111111111110 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=44 Trapezoidal Loads (pit) Vert: 8=0(F=22, S=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=18, B= 18) FL Cert. 6634 January 29,2015 ® WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED Mn EK REFERANCEPAGEMII.7473 rev. OUVWrO15BEFORE USE. Design valuator use onlywith Mnek connectors. Ns design K based only upon parametemshown, antl is for an htllNduai bulclg component. �� gn parameters and proper Incorporation of component Is responsibility of bulid rig designer - not muss designer. Btacing shown Applica61Ity of desm is for lateral support ofitWMdual web members ory. Addlfi ritemWrarybracinglofmuestcb0itydwhgconstnlctbnlslhewspondMifryofthe MiTek' erector. Additional permanent brachg of the overall structure Is the responsibility of the building rd designer. For general guldance regohg faiAcatlon. quality control. storage, delivery, erecilon antl bracing, consult ANSIITP1l Quality World,DSB-89 and SCSI Building Component 6904 Parke East BMd. Safety Information avatlatAd, from ➢ins Rate Institute. 781 N. Lee Street. Suile 312 Alexandria. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 3j" Center plate on joint unless x y � 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O/ldr T For 4 x 2 orientation, locate Numbering System 6u4-8 dimensions shown In ft-in-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS Cl-2 c2a WEBS 4 p qx� c w y, pp i O O= a. yx O ® 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 stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and �� 7 �6 '— BOTTOM CHORDS plates 0-'4E' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cutmembers to bear tightly against each other, 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE jointand embed fully. Knots and wane orient required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be Suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless preservo Io greefn ICC-ES Reports: use with fire retardant preservative treated lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation antl locution dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. Y if indicated. 14. Bottom chords require lateral bracing Of 10 ft. spacing. BEARING or less. If no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekOe All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and bad vertically unless indicated otherwise. Min size shown is for crushing only. or treated lumber m reen p g table 18. Use of may pose unacceptable environmental health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portlons of this design (front, back. words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. � $ BCSI: Building Component Safety Information, 20. Design assumes manufacture In accordance with Guide o Good Practice for Handling, I e ANSII 1 Quality criteria. Installing & Bracing of Metal Plate ' Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 Project Summary Job: -� wrightsoft` � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fez: 772-785-9144 Web: comfortconlrolofstc.com Project• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 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 Construction quality Fireplaces Area (ft' Volume ft') Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He Co IW 1446 12558 12558 0.45 0.23 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H B C 530A 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 n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuf Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 WrigtltSOft' Right -Suite® Universal 201212.0.04 RSU05864 Page 1 ACCA E:Mrightsoft HVAMWynne CorpM' WYNNE GRAND CARLTON 11 .rrp Cato = MJ8 Front Doorfaces: N Job: -�- wrightsoft° Load Short Form 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: c°mfottcontrolofslc.com Project Information 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 (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT 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 '.:XI'•61= 28400 Btuh @ 47°F 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 (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (Cfm) CIg 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 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 377 166 42 100 In MASTER LAV 56 911 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightS011r Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ►- /ICCA E:\Wrighlsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .up Celc = MJB Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 'l 7n7 QA7 047 IUIHW I•rra a iol c.., �c ..�, �„ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 19 Wrl htsoft" 2012-May-1509:age2 �- 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACM EAWrighlsoft HVAC\Wynne Corp\62' WVNNE GRAND CARLTON 11 .rrp Celc = 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: comfodcontrolofslacom Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 It 6.0 ft 3 Room height 8.7 It p 8.0 ft heat/c0ol 4 Room dimensions 6.0 x 10.0 It 5 Room area 1444.5 ft' 60.0 it' Ty Construction U-value Or HTM Area (ft� Load Area (fly Load number (BtuNft22F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 � 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 t?/ 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 L{' 2A-2om 0.840 a 23.52 66J9 40 3 931 2699 0 0 0 0 �j/ 12C.Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 I-G 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 LD 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 Z76 702 602 0 0 0 0 L-G 2A-20m 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 6B C 160-30ad 0.032 - 0.90 1.68 1389 1369 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 112791 1 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 16133 1027 58B Less external load 0 0 0 Less transfer rl 0 0 0 Redistribution 0 0 0 14 Subtotal 16133 1027 588 15 Duct loads 17% 23°70 3559 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ,.1s� i�wrFItSO:t' 2012-May-1509:13:19 -'T9 Right -Suite® Universal 201212.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON It .mp Calc = MJ8 Front Doorfaces: N +wrightsoft• Right-JOWorksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-705-9144 Web: comfancontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GRT RM/DINING 46.0 it 9.8 ft heat/cool 1.0 x 482.5 ft 482.5 ft' LAUNDRY 6.5 ft B.0 ft heat/cool 7.0 x 6.5 ft 45.5 W Ty Construction number U-value (Btuh/ft'-°F) Or HTM (Btu Vftj Area (flj or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 11 N 12C-Osw IA41amd 2A-2ob 2A-2om 12C-Osw 2A-20m 12C-Osw 2A-2om 11J0 12C-Osw 12C-Osw 2A-20m 13A-5ocs 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.640 0.600 0.091 0.091 0.840 0.125 n n n n a a s s s sw w w w 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.18 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 196 39 0 0 245 40 0 0 0 0 0 0 0 157 0 0 0 205 3 0 0 0 0 0 0 0 400 1387 0 0 523 931 0 0 0 0 0 0 0 343 1029 0 0 449 2699 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 114 0 0 W D W W L-G W P C C 12B-Obw 16B-30ad 16C-19al 0.097 0.032 0.049 - - - 2.72 0.90 1.37 0.85 1.68 2.08 0 483 0 0 483 0 0 432 0 0 811 0 56 46 0 56 46 0 152 41 0 48 76 0 F 22A-lph 1.358 - 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 1 5385 5619 5731 155 12 a) Infiltration b) Roam ventilation 977 0 268 0 115 0 32 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 0 0 OI F 1200 Subtotal (lines 6 to 13) 6352 6346 688 1387' 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 15% 0 0 0 6362 725 0 0 0 6346 935 22% 34% 0 0 0 688 151 0 0 0 1387 472 Total room load Air required (c(m) 7087 1 329 7281 348 839 39 1859 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsort' 2012-May-1509:13: 19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ��^ E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .up 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: comfonconlralofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 If 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/ccol 4 Room dimensions 1.0 x 154.0 It 7.0 x 7.5 ft 5 Room area 154.0 W 52.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft5 Load number (Btuh/ t?'F) (Btuh/ft' or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heat Ccol Gross N/PIS Heal Cool Gross N/P/S Heat Coot 6 kN12C-OSW 0,091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 In 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 1qJ 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 �G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0,091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0,840 s 23.52 25.39 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 LG 2A-20m 0.940 w 23.62 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 16B-30ad 0,032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 154 0 0 0 53 I 8 285 0 6 c)AED excursion -153 215 Envelope loss/gain 323 164 611 B18 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 2400 0 Subtotal (lines 6 to 13) 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 roam 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. htsoR' 2012-May-1509:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 iiCh EAWrightso/l HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .np Calc = We 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: comfonconlralofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 It 42.0 it 3 Room height 8.0 ft heat1cocl 8.5 it heat/cool 4 Room dimensions 7.0 x 10.0 It 14.0 x 19.0 It 5 Room area 70.0 W 266.0 W Ty Construction U-value Or HTM Area (ft!) Load Area Ill Load number (Btuh/ft'-°F) (Btuh/ft� or perimeter (it) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 It 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 tql 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 T7 77 195 167 t-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2A8 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 1 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C41sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C47sw 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 123-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 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 22A4ph 1.358 - 38.02 0.00 70 0 0 0 266 42 1597 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 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 Ill 4077 2231 15 Duct loads 22% 34% 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. wri F1t50ft' 2012-May-1509:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 �� E:1Wrightsoft HVAMWynne Corp162' WYNNE GRAND CARLTON 11 .mp Calc = M.18 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: comforicontroafslc.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 It heat/cool 8.0 It heaVcool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 W 45.0 ft' Ty Construction U-value Or HTM Area (flj Load Area (fly Load number (Bluh/fR°F) (Btulvft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 In 23.52 25.39 0 0 0 0 0 0 0 0 11 lW 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 �C 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 Tj12C-Osw 2A-2om 0.840 s 23,52 25.39 0 0 0 0 0 0 0 0 11J0 0.60D s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 o 0 W 12C-0sw 0.091 W 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-20m 0.840 w 23.52 65.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.126 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B.Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 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-lph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 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% 34% 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. 2012-May-15 09:13:19 �TWrl ht5of' Right-SuBeUniversal 2012 12.0.04 RSU05864 Page 5 AGCK E:1Wrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rip Cale = MJ8 Front Door faces: N +wrightsoft' Right-JOWorksheet 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: comfoncontrolofslc.cam Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 it 8.0 it 3 Room height B.0 ft heat/coal 8.0 it heat/cool 4 Room dimensions 1.0 x 195.5 it 7.0 x 8.0 ft 5 Room area 195.5 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ftl Load Area (ft') Load number (BtuIVft? °F) (Btuh/ft� or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Coal 6 4U 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 ILA-CGG IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 It 23.52 25.39 0 0 0 0 0 0 0 0 11 Vr12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 -�' 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 1t� 12C-Osw 0.091 s 2.55 2.16 76 56 143 122 0 0 0 0 --G 2A-2om 0.840 s 23,62 25.39 20 20 470 508 0 0 0 0 D 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-Osw 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-5acs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-lph 1.358 - 38.02 0.00 196 31 1166 0 56 8 304 0 6 c)AED excursion 8B -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 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% 16 4 96 Total room load 3577 210D 911 377 Air required (cfm) 166 too 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ Wrl ilY50f[' 2012-May-1509:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 '4r-C` EAWrighlsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N COMPLETED ON: 10-16-15 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 26 ECUADOR WAY, OF A �` I "1 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF COUNTRY CLUB I 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE VILLAGE, OF ST. LUCIE COUNTY, FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE •X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ._ 12111CO070 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: AB AB o 4• FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE =FINISHED FLOOR ELEVATION FFESURVEYOR y AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY v ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE =tn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L =LENGTH OF CURVE CENTERLINE OF ECUADOR WAY HAVING AN ASSUMED SF = SQUARE FOOT cD BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, 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. PERMIT #. <SQ (P - OS76 St. !uGIQ Cc. FL Dair E6 �Af vA� EXISTING d 9.98' 46.12• •9 Q � o io io 4.6 •dv a o 30d' m a AVERAGE TOP 1.57• OF FORMS ELEVATION=27.46 10.91, ow 9.98' 3.03• ABOVE EDGE 0 a OF PAVEMENT Ui Q O 61.96' 34.25 V N !LI m SI1E eENAR ELEVATIO N ASSUMED �i RECEIVED OCT 2 0 2015 26 ECUADOR WAY LAST FIELD DATE: 10-16-15 SCALE: 1"=30 ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO: I' WYNNE BUILDING CORP0,9A110N DATE: 10-16-15 Surveying • Mapping • Consulting 619 SW Blltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 - 15-2200 LBJ7280 Fax: (772) 340-2250 ='" P F ALEXAND J. PIA Professional urveyor & Mapper Florldo CerUflmte No.: 6330 DATE: REVISIONS: FB G: II K:\BUILDERS\DWG2015\15-2200.dwg, 10/16/2015 4:02:23 PM