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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONL)`I SECTION TOWNSHIP RANGE MAP NO. 13d ZONING //� /l LAND USE D LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # % 1 sr FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER AA1 SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE ` RADON PERMIT CODE , b AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD C BLD PARKS IMPACT IMPACT IMPACT IMPACT FEE CO CTI0 �Al� FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IM IMPACT FEE E FEE. FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF' NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED __ I (� DATE / I✓ r ' fir/ v COMPLETED hj�� INITIALS DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: I CONCURRENCYRECEIPT NO.: CERT. CAP. NO.:--5 7s, ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED y :. �.-�:. St. Lucie ..County Building and Zoning e .' 2300 Virginia Avenue 'loalo� SCANNED Ft Pierce, FL 34982-5652 BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE \P�ROJECQT INFORMATION A n 1. LOCATION/SITE ADDRESS: \ �''`� \C�`-"� Spanish Lakes 2. PROJECT NAME:Pa i rwA V. SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 j 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Sinale familv residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: ?:)1 BACK: J _ RIGHT SIDE: (-V LEFT SIDE: O 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [$] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: IL\y� 15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: wynne nuii ADDRESS: 8000 S . US1 rTTY- Port St_. Lucie STATE: F L zip.- 34952 PHONE (DAYTIME): (7 12 J 8 7 8-5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (U) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 08898 BUSINESS NAME: Wynne. Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 - S. US1, Suite 402 Port St. Lucie STATE: FL Zip: 34952 CITY: PHONE (DAYTIME): a 7 2) 8 7 8— 591 3 FAX NO. 7 7 2— 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: '14996 PHONE (DAYTIME): (7 7 a 2 R 7— R 2 S R BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE:' : -ht 1T a i:erfmt is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. r CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constructionin this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), 'swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the gr6going information is accurate and that all work will be done in com with all applicab aws regulating construction and zoning. 11VI;1rOR N _ URE. - CONTR<AG'TQ STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St . Lucie The foregoing instrument was acknowledged before me this 10 day of lk7 il-1 20 l a , by Matthew Lyle Wynne / who is personally known V or has produced I �as identification. �l Signature of No DOROTHY ANN HAFNER .•1�qY P`aCi�i ;•e�. „ o:: Notary§l( -State of Florida Commission No. : • , B My Comm. xpires Oct 2, 2012 Commission # DD 827096 •��'%% if,A'W% Bonded Through National Notary Assn. The foregoing instrument was acknowledged before me this 10 day of m 11`4'Y , 201 �l,, by Matthew Lyl r- wVnnrm '� who is personally known or has produced as identification. L,Aa,o�_4_ azan DOROTHY ANN HAFNER Signature of Not �'�,.,,..,,,, , RY pVe✓,'' Commission No. _ • «1 My dw Pµplic -State of Florida Expires Oct 2, 2012 Commission # DD 827096 " •. Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLEF" ..^F THE CIRCUIT COURT - SAINT LUCIE COT',, — FILE # 3705491 OR B(' �3391 PAGE 705, Recorded 05/18/2012 2:32 PM AFTER RECORDING -RETURN TO, n PERMIT NUMBER: 'D,i� 51'�'s ���iv, iyl for n•r„rdi,y; i,Ju NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER, .13 0 6 —1 1.1 —0 O01 —19 0 0 I o SUBDMSIOt ,,arsBLOCi{ TRACT LOT BLDG UNIT �� 6/7 34 39 all that part lying northeast of 95 /1 2.GENERAL DESCRIPTION OFIMPROVEMENT:• single family residence 3. OWNER INFORMATION: a. Name (�\•�`/ b.Address 8000 S. US1r Suite 402, PSLr FL 34952 e.interest inproperty / d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. USlr Suite 402 PSL FL 34952 772-878-5513 / 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (I)(a) 7., Florida Statutes: Tom Lee Spanish Lakes Blvd. Ft. Piercer FL. 90 01- NAME, ADDRESS AND PHONE NUMBER: 05 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND P110NE NUMBER: 9. Expiration dale of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ; 20__ _ Matthew Lyle Wynne Vice —President —� Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Orr, cer/Dimctor/I'artner/Manager State of Florida County of Sr. r.nrie- The foregoing instrument was acknowledged before me this day of , 2D�' By Matthew Lyle Wynne ,as_y1C.(�— KESrbET(Z� (Name of person) (Type of authority...e.g. Owner, officer, trustee, attorney in fact) ForWYnne Building Corporation (Name of parry on behalf of whom instrument was executed) Personally Known �or produce lh following type of rD: • 11 ,,, DOF OTHY ANN HAFNER r = Notary Public -Stale of Florida kaT," `f / f �rN My Comm. Expires Oct 20 �iFJ$7C r t Commission M OD 27096 (Printed Name of Notary Public) (g 96 (Signature of No Public) t�t'•'I! f'"° y Bonded ThroughNillonalNolaryAssn Under penalties of perjury, I declare (hat I have read the foregoing and that the facts in it are true to the best of my knowledge a d v� belief (section 92.525, Florida Statutes). Signature 01 s) or Owner(s)' prized Officer/Director/Partner/Manager who signed above: By BY: 0.a+. 0a/)a/a0al(0.rra.einp STATE OF FLORIDA ST. LUCIE COUNTY THIS IB TO CERTIFY THAT rH.JS IS A TRUEAND COARECT COP-y, ;� T'Ir ORIGINAL, aO H Y;{T {, CL E P K 2 {ark lit. f St.. Lucie County Building -&a Zoning 2300 Virginia Ave •'`lpR� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for'tbe (Company/Individual Name) project located at 0-\QP�l \V (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist • Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofincr & 266n7 Waternroofincr, LLCC-CC1329592 Gas IIPERMIT I I ISSUE DATE: NUMBER: J G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR10P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: a 0 4� 5 State of Florida Certification Number (if applicable): (�-p no n !3 _ S 4- Lam/ E be C.J7:c1"C I . Cnc , have agreed to be the (Company Name/Individual Name) e le c f ri ca 1 sub -contractor for vlf Vfvnaml CD{p - (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED GNATURE r , PRINT NAME DATE Business Name: �`¢ (�/ 15 1 ee4 Y: C rh c , Address: Q l o t62 C_ tad �j City/State/Zip: 1�T' �i�// //. 1- F-. �� t� Phone: % -]a, - qL 4/- �O `ffo (o email: OFFICE ITSE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 'I J ' = BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT . - SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (if applicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at ��� - ` l �J�►`Q (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co.. Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 DATE 461-1969 email: lindquistplumbing@ymail.com OFFICF, TPW ONLY: v PERMIT # ISSUE DATE l i G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 17 R R State of Florida Certification Number (if applicable): CAC0 R 4 3 7 9 C omfort- Control of St Lucie County, Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at k ls\_� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry Zimmerman `PRINT NAME DATE Busine Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: (772) 789-901 email: OFFICE USE ONLY: PERMIT # ISSUE DATE 1. ST. LUCIE COUNTY PUBLIC WORKS ` BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofing & Waterproof incq,LLChave agreed to be the (Company Name/Individual Name) Roofi nq sub -contractor for Wynne Buildinq Corp. (Type of Trade) n (Primary Contractor) for the project located at \\_�\yl (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AItE REQUIRED Z_ Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: 1 81 4 Sw 'gilt -more St City/State/Zip:-Pc)rt, S:L—lam, r,,r ; �_'FT'14 9 8 4 Phone: A 7 7 2) 3 4 3- 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LU.CIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: \1-\QCn #1 306-1 1 1 -0001-000/0; 6.17 14 3_9 all that part lying (Tax ID/Legaldescription/Address) northeasterly of I-95 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 imm( Matthew T,yl eWynnP Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS ,[ d DAY OF )'71 1 20 BY Matthew T.ylF- Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. I -0T--t y A"(4 W�Fi�re�. TYPE OR PRINT NAME OF NOTARY EAL) �1iAFNER Notary Public - State of Florida My comm. Expires Oct 2, 2012 �,` Bonded ThroCommisugh Na on commission #naall Notar0y9Assn. j`° OF F40e:� T" Property Appraiser - St.Lucie C, ity, FL Wynne Building Corp Record: 1 of 7 Property Identification Site Address: 6487 SPANISH LAKES BV Sec/Town/Range: 06 :34S :39E Map ID: 13/06N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 5/1/1986 1315000 02 CV 1/1/1984 674200 02 CV SIINISX lNE2 SMCES Sq (mil i� ao e n� e PROPERTY RECORD CARD —Prev Next» Spec.Assmnt ( - Page 1 of 1 Taxes Exemptions Permits Home Print ParcellD: 1306-111-0001-000-0 CIE C�G2 Account#: 4031 y? c Land Use: PRKG/MOBILE City/Cnty: St Lucie County Legal Description 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH LAKES FAIRWAYS (PB 35-5) AND LESS THAT PART More... Assessment 2011 Final Total Land and Building Book/Page 2011 Final: 22015900 Land Value: 7995000 Acres: 326.34 0502 / 0947 Assessed: 22015900 Building Value: 14020900 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 447928.9 BUILDING INFORMATION Exterior Features View: RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1990 Frame: - Grade: Y_C - Commer C EffYrBit: 1990 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1052 SecWall: - Interior Features BedRooms: 1453 Electric: - PrmintWall: - FullBath: 0 HeatType: AvgHUFI: 1/2Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty, Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site 1050 PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEW - CHAINLINK 10 Y 1 343 AV AV 1990 FEN4 - CHAINLINK4' Y 1 95 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=130611100010000 5/21/2012 W "')NE BUILDING COR-PORA7f r__,1)N 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie June 12, 2012 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14097 Cisne Permit # 1205-0262 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 15 Arboles in our Riverfront park. If you have any questions I can be reached at (772) 878-5513. Th Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 11/16/2012 09:48 7728787656 WYNNE BUILDING CORD— PAGE 01/01 Professional Insulators of South Florida FTC Inaalation hnstali0tiOR CerHfxcatc To: St. Lucie County _ Uatc: November 8 20.12 Re: 12050262 LoMock. Address: 14097 Cisve Circle Pr41eke 1-NOV-2012 05:32 FROM:SOUTH 7723446042 TO,�,,, � ( !Im PC. '~~~~ ! ' � P'1/1 PAGE 01/01 DRMS: 2 : khmft of ft Ndb Id 4�dkccmcx 54752'630 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 092 / I Customer Code: Customer Name: RODI\EY HALL'S CONCRETE CONST Project Code: Project Name: Ticket Date: Delivery Address: 1. 0 1 a 41 J.Aor=17 St'll C1SNf:-' Delivery Instructions: 9FTINU11-1 L1Q7`t'r7'K; Customer Job Number., Order Code / Date: Project P.O. Number. Order P.O. Number, .,Map Page: Map/Row/Column: Dispatictiae.', Ticket Number., 3 2 33 4 E, Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: 1 -3 . 0 0 5. C I ( o )0253�' —1 lo92032 MACK RUDOLPI -4 - Z I V F I-NDSCIP. DF LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY ALCODE MATERIAL PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT J C'. Ck.- i'2'F-J0')() R FIS 4 0 7c� FIBER11-711E.SH 151! 6-'T FUEL. SURCHPRG" .9 'GE ENVIRONMENTAL CHAN Cash Check # /,Adth Code: Signature of Driver Receiving Cash: Cash Check f Charge Comments: Total COD Order Amount to Collect Without Staribby Charges: WATER ADDED: I GAL YARDS IN DRUM: R E WHEN ADDED. OCT2 5 2012 SIGNATURE CURB LINE CROSSED AT OWNER' AGENT'S REQUEST: /'40/' Q LOAD Notice: Our drivers will make every effort to place materials Aerelthe customer designates, but the SPECISL—TI Company assumes no responsibility for damages inside curb or property line. Customer agrees to the isno'fonger terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be haz control after delivery, this Company will not accept any responsibility for the finished results. No credit for` safety handill returned concrete. Buyers exceptions and claims shall be deemed waived unless made t6'us in writing_ AUTA—ORIZE within one business day after the receipt of materials. 0. SIGNATURE TESTED Anv��ier4dded is at customers own risk. If water is added on job, concrete strength de'd: WARNING: Product may cause skin and/or eye irritation. CAUTION: Material to your?safety and health. Please refer to the backside of this ticket for important Tnation, and to the material safety data sheets for additional information. 68UNIVERSAL P, Rl E V 'r Fit: INVOICE I-OAD NUM., 1. This Delivery Ticket .incorporates herein by reference Buyer's previously execv—"'Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Qu6 �n, if any, and Seller's Order Confinnatic icluding limitations of warranties), as if fully set forth on this Delivery Ticket ("A_ meat"). Seller will provide the Standard ' --is -is and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warn, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly' with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutad.a on su aplicaci6n de er6dito); cualquier t6rmino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el eomprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa on el mismo. Acepta pagar el monto de acuerdo at contrato; at menos que se identi- tique con una rota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcdnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar in-itaci6n en los Ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente it medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto p.rolongado con la piel. Use guantes, protecci6n en los Ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua on .la parte afectada por 15 minutes. Si se inhala polvo, exp6ngase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si ]a irritaci6n contin6a. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mds informacion visita www.cemexusa.com. UWXM*r.ni MpWMVAw Lqpo 9 a a P1,1 i 7D IF xv "qd* "lamp Ntrrn &Daqmq slow" munwa 10 OUU IF ............. pp� RMI mumnsw OPM mm WA eor lil i 1MOS KIM= rumaii.i10 U ZMiir WIN I wiIIIIIIIII, I DIE 2t7O9"2211 smilbei Awrm* OPM *S a�aawBMW& VWUMMKPNW weave to" wd Ins =wA;d aw jw A*v I 04*imd u agow-ri wpm oip*pmwoqpw U &jpow#v wwmv g-mou 70"WMW XWp*W&WOFMqJUWVAW JWW oz/ gdui---:- - &Lwps-pqftwumd A"" VA42MOU11 aSNMn mjoXLNCO JLqd VdMoo JOILLNM.LSgd :1101-NUMCOAGMifill pVq74o7.1/ ato I.tj 7 .TF17/t,P/Ta Hinos:wmij 9T:90 2T02-190-ST St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort: Pierce, FL 34982 772-462-21.65 Fax 772-462-6443 Request for 30-Day Temporary ;power. Relew,e Date: 9\ Property Address: Permit Number: � kcs f D�(O� THE UNDERSIGNED J EREBY REQUEST RELEASE OF ELEC.1'RICAF POWER ` O TH ABO17E DESCR.IRED PROPERTY, FOR. A PERIOD NOT TO EXCEED Ti4IRTY (30) DAIS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPAPATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HER)rAlY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1.. This temporary power release is requested for the above stated purpose only, kind there will be no occupancy of any type, other' than that permitted by coast uction 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 het ein by reference_ 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have beca� fulfilled and the prerri.ise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the $u ilding Official Stating the reason for the request. Power may be removed from the site and/or a Stop Work Orcler issued if the Final Inspection has not been approved within 30 days. A, fee of $100.00 will be required to life the Stop Work Order, WE HE,REBY.ftELEASE AND AGREE TO HOLD HARMLESS, ST. LUCtE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABJ%,ITIES AND CLAIMS OF .A.NI� TYPE OF NATURE W iiCH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANS ACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNI ;CTION OF ELECTRICAL POWER 1,1)� THE EVENT OF VIOLATION OF THIS AG): EEMENT. OWNI R SiGNA CONTRA ICCTR.T.CAL SIGNATURE? DA In Aug 1412 03:42p wynne bldg corp - 40945f�Q _ I ;qua 9 G IC. LoadEng: — .... To Jo1i; : ATrive Job: ,.. • __ . Start llnjoad: Finish Unload: ;: keave.Job: .: Return Plan Customer Code: Customer Name: Customer Job Number: Order Cade I Date; • � ., _ .. . _ - Prolaci �6s.' i?rolect Natiie `. ;Oidd<n R:O: NumfirZr `�''t�r� t. Map Pegs Map,'RF umn; Ticket Date: CeliveryAddress: ""i - ' < r glspGtcher . ; ••. Dellvory Ynstit dtions .,: M1 ]Pr-'�t�.r]." _ill .T...rti. (•t ', �#+.ter;' .tL .. .. .. Ticket Number. AMOUNT ey Cash Check#'!Au[h Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to C: Without Standby Charges: Cheek _ Charge comments: AUGW14 M2 WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. -- 'SIGNATUI CURB LINE CR05SE:D r\-f' 0V%/NER'Sr,'y.GENT'S REi�UC : SIGVATU ❑ LOAD WAS TESTED BY: Notice. Our drivers will make every effort to place materials where the customer designates, but lha SPECIAL TERMS: Any water added is at customers o>,vn risk. If water is added on job, concrete : Company assumes no responslbllity for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye Irmatlon. CAUTION: + terms of solo and delivery and accepts concrete as is. Due to important factors which are out of our may to hazardous to your safety and health. Please refer to the bacWde of this ticket for in control after delivery. this Company wit' not accept any responsibility for the finished results. No credit for safely handling 1111orrnation, and to the material safey data sheets for additional info matron. returned concrole. euyars exceptions anc claims shall be teemed waived unless made to us In writing AUTHQRIZ jp+3IOMATUjiE: within one business day after the receipt of materials. $BUNIVERSAL INVOICE DUNKELDERGER engineering & testing, inc. Soil Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14097 Cisne Circle Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1205-0262 Date Tested: 7/11/2012 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 7/11/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) !I,-,, ' Laboratory Proctor a I+yel�ITests y , r`. Maximum Dry Density (Pcf) Optimum Moisture (%) Dry Density (Pcf) Cone Resistance' (tsf) Moisture (%) Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 112 13 110.6 --- 9.2 95 98.8 Pass 2 12 112 13 110.7 --- 8.1 95 98.8 Pass 3 12 112 13 109.5 --- 8.4 95 97.8 Pass Type of Field Density 'Pest: F ASTM D 1556 r ASTM D 6938 ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) i-- AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2521 Moisture: 643 R, 3i:::v::j1�0. _ma'l iOn _3..�-A,° foil Ty� �izFE+��i •f�Y"�£:.ad. m `s• r� �Elevaf>;on �' ... .i.'!. � il� i +5" ±.R ...t.:, 1��.5: r a,.-9 - €.'"'Faa § +'y •X"`. _ {r'�est I ration .14�09�7F �}1sge�C�rcle,�Structural�Fi11 _ C:...vL._tf. __ �1":.o- ._x..._. �� �i' �i' } } _� •a� +k I Lry 1 1 0-12 Front of house pad (footing subgrade) 2 1 , 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) O �— Elevation/Depth Referenced to: F NGUD r Ms, r7p Other: Inches below top of footing or slab subgrade Soil Type 1 Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Baekfill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Backrill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade avid T. Y41gstrot Xiaoyan Zheng, P.E., PhD 9 Base Course Senior Potracts anag r FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accorccRule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or or regarding this report is reserved pending our written approval. No other wan -antics with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 677.643.6832 15,-JUL-2012 05:44 FROM:SOUTH 7095T atin4/YU12 12:40 7124b46043 7723446042 SLC Tf: 4626443 P.1/1 PAGE 81/01 PERMIT #• �— - BUILDEP4CON ACMR: PEST CONTROL CONTRA+ REST CONTROL LICENSE ENSE Ave Fort Pieroo, FI. 84982 772-492-2272 Rmt "2-"2- 1 ATE of TERN RUC UON SOIL. TR JOB lb We, tto: undersigned, hereby ae j+ that va have pre amRd the abort dewibed n t�or subro"mean tumitm in aaaordar o with the standards of die N� M 4'I Peat Control allorZ. Square t�aet if area treated: v t hw4cab used: percentage of salutlnn; „= ToW aaliors used: Date ofTreaftent: 2 Footing �Re-Tratt 1°a Treatment ite-Vast —fie Treatment Re -Treat Time of T reaftwit _ __,Slab lea � Ro-Tr. _pool$. .�. rlmw Signature of Exte min ftr At*.WW 77f F& moat M s$mp d s Warp ar f � 1�ioe.4.e d � Rarpuiewrt aPh �1► lra�rd &Uite provided eb mmw d fZ ine►tt C as wdi d b =w*wl p vwft a ocpy lhr ftPOWa db pkrirf b ftwad m andAVOW apy lbrr bu*bcF „� 770 7)wbrAW Gera s Y�rt�biGAhepordurct Qom,►, YafdMe4r tar,dmraid offt �begabrt,&W l peiahrkcnn�ner'rba�torr,�r�riixrvraberof0Abw � 4v • rucardd preuwffi/ r! rfdhexWdWn6Wb&rkri Whodlbrr&wAW Ltused, M dwb�rntsri�r6' be p*rW &md&MV e40rmW.. St inch County "Muk" fbr th6 Raul Inepecdon for 00, a gin" sww pZ1 be placed on Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload': Leave Job:' Return Plant: M 1 - R CustomerCode—i : It5 Cus1'oT?!'1M.6-'Y I 1PILL2 �3 CtINOME"U" C Customer Job Number: Orde CodeDate:ONE; s erojectC 'ojqct--Name:, rv:i- viuim;- Project r4?4umber'. Orde PL Oc umber: R( JL p +— Ticket Date: 13 Delivery, Address, C I -jrN MPa Map g9-7 73 "T Deliver .y, Instructions: Dispatcher, % Ticket Number: 3 E.: 17 0 6 0 ) -7 Truck Npcn Use: (7� -7 Due'Oi7J(Rbi` -S, slump: 00 ioc-".,, Driv&(NditEei�.-)- rlRriName: Iq'(') f? r,, f LOAD QUANTITY I CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT j 'F�C F I I 4 IV I lROMM, NIT 0.1.1 Cash Check # Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: I00 WATER ADDED: y GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE Q LOAD WAS TESTED BY: Al Notice: Our drivers will make every effort to place materials where the tomer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength property factor ne. C Company assumes no responsibility for damages inside curb or p Cus Omer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material ta, or,� which are terms of sale and delivery and accepts concrete as is. Due to importan Jact r out of our may be haza/rdayour/jafety and health. Please refer to the backside of this ticket for important Is ad results. No credit for control after delivery, this Company will not accept any responsibility for the fin ad re, safety I ) i!rt.? 3nlfand to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing Iitia. within one business day after the receipt of materials. 0. ;KZM� 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executes' "-,edit Application, if any, Seller's Standard Terms and Conditions, SNler's %otat if any, and Seller's Order Confinnation ( iding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agrc—...-;nt"). Seller will provide the Standard Terms and Conditions upon request. Huger agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest; and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further infonnation, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cua.lquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. A..cepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGKEGADOS / / YKODU(_ TO5 DE i ONURE`i'O / UEN1GA5 VOLANTEg Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca vole pica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio crystallno. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura Salida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar loser, irritaci6n o Seguridad: quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duraci6n y el nivel de la exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite i.nhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en Jos ojos, iijiaediatamente fluya agua en la parte afectada por 15 minutes. Si se irdiala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexusa.com. ccmcx 12 54550347 0 2 2- - Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Cade: {, Custoqner-Name:% Prcjec¢Code: ri, ProjecbName Ticket Date: DeliveryAddress: Delivery,lnstructions ,, i a'• a Customer Job Number: Order -Code / Date: Project P O.,Number. OrderP.O. Number: Map Page:•, MaplR0 clumn: Dispatcher , j Ticket Number: Due`OriJob:-— Slump: .J- '-- Truck Number: ' °';' I Driver'Nunib'ei: ' Driv'ei''Name: "19"'-'"''' End Use: r..'r_`dr'•'' I "r LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY- QUANTITY QUANTITY r : ;. •, F Cash Check # 1 Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: , WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. X .rile Io- 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Urectit Application, it any, ,Jelier's Jtanciara Terms and Conditions, Seller's Quou ' „ if any, and Seller's Order Confirmation lading limitations of warranties), -tLs if fully set forth on this Delivery'Ticket�,"Ag :ent"). Seller will provide the Standard Tf and Conditions upon regriest. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. n _ AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. .Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate pr J€-C11"t clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin., rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX j 920 Memorial City Way, Ste. 100 VS comf;ined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito): cualquier t6nnino estandar, condiciones del vendedor, propuestas del. vendedor y orden de confinrnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera los t6rminos cstandares y condiciones dotal lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mericionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento, AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros 1 materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albauilerfa, pozzolan (tipo IP), azulejo de F azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de s.i.licio cristalino. i _9 {,A Bros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras ;°" piel y ojos. y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los cjor, piel y/o en la zona respiratoria. Polvo del rrranejo en el trituramiento, pulido, corte y/o perforaci6n puede conten_, materiales silicos, los cuales pueden causar silicosis pulmonary cancer si son inhalados. En caso de ser ingeridos, mar,t�.-,v- st en temperature calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar. la liberaci6n del amoniaco. La l an"aci6n dei amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. E1 riesgo en la salad depende en j la duraci6n y el nivel de la exposici6n. Seg- -:ridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci.6n. Lavese las manor con jab6n suave y agua despn6s del manejo de materiales. Evite inhalar auxilios: polvos. S'i se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexusa.com. { �emcx h y 5C- ®'31 4 9 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant. Customer Code: Customer Name: Project Code: Project Name Ticket Date: + Deliver Address: i .•. "p`. ; :.1, Delivery, lnst:ructions; Customer Job Number: Order Code / Date: Project P.O,, Number. Order P O. Number. Map Page: , Map/Row/Column:. Dispatcher:.. Ticket Number: Due On.Job:. Slump: r Truck Number. Driver.Number:.,. Driver Name: , ;Ij..j End Use: 1.+t.. . - .. .; i.... 'I^'. .. ;T LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED; _✓ � t GAL YARDS IN DRUM: !0/ ) WHEN ADDED. SIGNATURE CURB, LINE CROSSED AT OWN ER'S/AGENT'S'REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line.' -Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material' terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing. AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously execrated Credit Application, if any, Seller's ,Standard Terms and Conditions, Seller's.Quotar` if any, and Seller's Order Confirmation uding limitations of warranties), as if fully set forth on this Delivery "~ c':et�(: `Agr ant"). Seller will provide the Standard-T1 e and Conditions upon requIrst.. Bul er agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP.), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cementand/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection,, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. if exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First. Aid: In case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMF.X 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemex.u.sa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su ,aplicaci6n de credito); cualquier t6rrnino estandar, condiciones del vendedor, propuestas del vendedor y orden de contirmaci6n, del vendedor (con limitations y garantfas), Como acuerdo total del ticket de entrega ("Contrato"). E1 veildeder proveera ios estandares y condiciones dcL<+f- lados en caso de asf ser requeridos. Con estc documcnte, el comprador ;,,cepta =os mismos ya Lt. ites mencionados y que las cantidade:., y materiales fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo al contacto; al menos que se identi- faque con una nota al frente de este documento. AGKL:GADOS / UEMENTO / YKUllUUTOS M UUNUKETO / UENIGAS VULANTEN Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los ,productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristadhio. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser .ingendos, rnantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar. la liberation del amoniaco. La inhalaci6n del amoniaco puede, causar toser, iiritaci6n o quemaduras en la nariz,•garganta y pulmones. Acudir inmediatamente al medico. ,El riesgo en la salud depende en la duraci6n y el n.ivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las mans con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenei6n mddica inmediatamente si la irritacion continda. CEMEX 920 Memorial City Way, Ste.,,100 V5 combinado Houston, Texas 77024 06/10 . Para mas information visita www.cemexusa.com. 4' N. DESCRIPTION 5ec�on o -2- BUILAG PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table 1.2(1) unless noted otherwise) Floor live load (Table R301.5) Z{ 5 Roof live load (Table R301.6) 3 7 Ground snow load Al Weathering area J. Frost line depth psf Termite area Iq psf Decay area it/ %0a psf Basic wind speed % '-' U mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable -(R301, Z 1.1) I / 3 Seismic design category (SDC) [Figure R301.2(2)] Al I A SDC C&D provisions (R301.2.2) /y /i4 ROOM PLANNING REQUIREMENTS (R303 th Winter design temperature 412 Ice barrier underlayment required /t' 11 Flood hazards i'-1,4 EXTERIOR WALL LOCATION (R302) JV 1A 1-hour rating for exterior walls located less than 5 feet trrom lot line (R302.1, Table R302.1) N r% Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) 9 Width ceilin ceilin li ht Natural ventilation- 120 7`-0" 7'-0" 5' D" 8% floor area 4% floor area 70 7`-0" 7'-0" 5`-0" 8% floor area 4% floor area nKitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area N.A. N.A 7'—W 5'-011t 3 square feet 11!2 square feet . See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t T-A" min. over plumbing rMures. Required heating (R303.8) SAN1T TION (R306 and R307) / Water closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) fLIM Private disposal (Appendix 1) ZFloorsurface noncombustible; sloped floor (R309.3) /V /,0 Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) P 44 Window wells (R310.2) GLAZING (R308)r/r'i Exit balconies (R311.2.1) fS Identification (R308.1) r✓ Exit access or hallway >_ 3' (R311.3) Louvered windows or jalousies (R306.2) One exit from each dwelling unit (R31f.4.1) --- Exi#do�_y io,rn, a a' 9i14 2► l ��,+F Human impact loadslhaza�dous ocations--- - (R308.3/R308.4) Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) �IIjR Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 7314"; minimum tread =10" with 3/4"-1'14" nosing; minimum headroom = 69" / t No opening between garage and sleeping (R311.5) room (R309.1) /y l�4 Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) _ 13/a" solid- wood doors, 20-minute fire -rated f+�6 Special stairways (R311.5,8) r doors (R309.1) � Ramp slope (1A2 maximum) (R311.6) Penetrations (R309,1.1, R309.1.2) Ramp landing, minimum Tx 3' (R311.6.2) Garage -dwelling separation;'/Z' gypsum board on garage side, except sts° Type X re- j� Ramp handrails; one required if slope > 1:12 Ramp 6.3) quired below habitable rooms (R309.2) -3- UYYCLLINU UNII Jtf hNMI luIN tR.711/ Under stair protection (R'-1:fN 2.2) Handrails; required on o1r:-__:'Je of stair, hand- rail height = 34" to 38"; Type i or Type It grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R3H.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor su*66es 5 30" above floor; 34"--36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) Tkvo-familydv Is: 1-hour fire -resistance rating (R317. ; Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R3172.2) Townhouse structural independence (R3f 7.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) Required (R3M.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) Mi RI dSTif` �oa�n1 G Protection required (Table R301.2(1), 09.1, ------"a�ir1-L- 141 -5 Labeling (R314.2) -- ----- - �' Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FiNISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) Flame spread (R31G.1) Smoke -developed index (R316.1) Attic (R316.4) levy l Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321. f) ACiLITY (R322) ACCESS dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) N (Al Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �( Wood foundations (R402.1) ' Sill plate bolting in concretelmasonry ='/Z' di- ameter bolts or as required for unbalanced fill 1/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table - FODTINGS-(R4-03)-- ------ ----- ---- - ---- R�94.1(2)) - LI<Soil bearing value (R401.4, R403.1) (°j"S -"o Footings adjacent to slopes (R403.1.7) . ooting width (seepage 5) A"O Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but 5 footng thick- ness (R403.1.1) fir Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)J " Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6. i) Masonry and concrete foundation walls Av�R404.1.1, ' R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) Maximum wall height Tables R404. i( 1 ) R404.1.1(1) R404.1(3) and Tables - R404.1,1(5)1 -4- TABLE R403.1 IIAI RIIIAI,nTu � AAI IAA - -_ `1V1tI w.ly 1" Wr f-UNUKtl E OR MASONRY FOOTINUS (incnesl LOAD -BEARING VALUE OF SOIL (I 1,5uu 2,000 i 3,000 Conventional li ht-frame construction 1-story 12 12 12 > 4 000 12 2-Story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over li hl frame or 8-inch hollow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12. 3-Sfory 32 24 16 12 0-inch solid or fully grouted masonry 1-story16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For 51: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa n: 6ainrUAi-faoliag Wirifh is 12 inchna, a single n1he of solid or fully grouted 12-inch nominal concrete masonry units is permilled" FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal, wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1 R404.1.1(5)] �� Wood columns ( minimum 41I square) (R407.3) Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)] Steel columns (minimum 3" diameter, standard _ Height above finished grade (R404.1.6) weight) (R407.3) UNDER -FLOOR SPACE (R406) Sill plate size (R404.3) Ventilation (R406.1 and R406.2) Insulating concrete forms (ICF) (R404.4) Uhvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade* (R405) AZ-t;74-- Soil class (Table R405.1) Removal of debris (R408.5) Dampproofing if basements are below grade* . Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see-under-fbor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) �artng 1-9" mint I�" o11 masonry or concrete) and lapped joists (Y) Species and grade (R502.1) (R502.6, R502.6.1) Joists - Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(y)] R502.7.f) Joists - Nonsleeping areas, LL = 40 psf (Table R502.3.1(2)] Drilling and notching (R502.8) AIZ411- Fastening Cantilevered joists [Tables R502.3.3(1) and _ (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior - bearing walls (Table R502.5(1)] - Wood trusses (R502.11) Girder spans and headers ppans for interior bearing walls [Table R502.5(2)] Draftstopping (R502.12) Joists under bearing partitions (R502.4) -5- LUIVI=K 1-LLJUM JnCH1 n111JV tMDUJA) l• Allowable span (Table R56'" X� End joints (R503,1.1) STEEL FLOOR FRAMING (RbUb) Cold -formed stet iplicability limits; in -line framing (R505.11 WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) .f Material(R505.2.1) Thickness (R503.2.1) 1, Identification (R505.2.2) f Allowable spans (Tables R503.2,1.1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)j Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) ' Thickness (R503.3.2) r1 Weal -1161i ff jr-lenag i%4lsl■Jl TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" �j gravel or'/," crushed stone (R504.2.1) Moisture barrier: placed over base course " (R504.2.2) Materials (R504.3) Floor construction (R505,3) CgNCsRETE FLOORS (DN GROUND) (R506) [[ff Thickness: 31/Z" minimum; Concrete strength -,-(R506.1) fill = B"; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum �ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE�RAL601) b' _sign (R601.2) Component and cladding wind loads [Table P g %01.2(2)] `-' Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] Fireblocking (R60Z:8) %-' rA Cripple walls (R602.9) Wall bracing method (R602.10.1 and R602.10,3) Wall bracing amount and location (Table R602.10.1) �f Wall bracing length (R602.10.4) SAC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) --- -- �--Surd Fad F�6L-�?•2 — - - I-(R6 - -g e-( )_...- .-------- ----�-----------Genera 03:1- /"'� Exterior walls (R602.3) Stud spacing (R602,3.1) Interior load -:bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) f Drilling and notching —top plate (R602.6.1) {� Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Structural framing (R603.2) Material (R603.2.1) AVE % Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) I. SHEATHING (R604 and R605) Wood structural panels (R' Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) ,A- �� SDC C and D (R606.12) Unit masonry (R607) k/ l7 Multiple wythe masonry (R608) 1/ Grouted masonry (R609) NAr Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) - , General design (.':- , 1 and R611.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7- R60-9) CONVENTIONAL CONCRETE WALL CONSTRUCTION AT 12) . /4Design basis (R6i2.1) WINDOWS & DOORS (R613) 1 f'' S 1 General; window sills: performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) R WALL COVERING (R702) & r't Wood shakes and shingles (R703.5) Plaster material (R702.2) �` faster support (R702.2.1) ypsum board material (R702.3.1) Gypsum board support, application and fas- tening .(R702.3.2 - R702.3.8) Ceramic file (R702.4) ( Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) Stone & masonry veneer (R703.7 & Figure -- R703.7); Steel angle lintels-4" minimum bear- ing each and (R703.7.3) Veneer ties: #9 U.S. gage wire or#22 U.S, gage by'le` corrugated metal; 24" o.c. maxi: mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feel) (R703.7.4.1) - ' ! 1� Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) %L` (� Lateral support and bridging (R802.8) Design (R801.2 and R801.3) Framing of openings (R802.9) wind loads able Wood trusses (R802. L_6. Component and cladding it � � R301.2(2)] --tom Rooftie-down (R802.- 2. 9 ROOF FRAMING (R802) y �l' Fire=retardant-treated wood (R802.1 4 Framing details (R802.1.. I /y 64- Rafter tie (4' o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R602.3.1) CEILING JOISTS [Tables R802.4(1), R802.4(2)) With attic storage LL = 20psf Spacing Species Grade /yl Purlins (2" x 4" at 4' o.c. minimum) i 1-2.11 Span (Figure - px.:�.,3.1 _ Size Bearing (R602.- J. 4 1114 Cutting and notching (R802;' 1.6 Engineered wood products (R802A, 6 -7- A 102.. 2J.1 RAFTERS[ fablesR802.5.1(1)-R81, .1(8)] STEEL ROOF FRAMING (F Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc1HR; Adjustment factor j G de ' Thickness Z TWallowable stresses/grading wable spans [Table R503.2.1.1(1)] �' 5 Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) I Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Vedfalion requirements (R806.1, R806.2, ATTIC AC S (R807) Access requirements (807,,1) V03.1.2 INSULATION CLEARANCE (R808) �? Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF GL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) tf' Flashing (R903.2) /I/ 1'� Coping (R903.3) Q Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical __._chamrAa is1ir,% identification- R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) Wood shakes (R905.8) (/ ZIt -up roofs (R905.9) tal roof panels (R905.10) r0i 0 Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) / Thermoplastic single -ply roofing (R905.13) 0L Sprayed polyurethane foam roofing (R905.N) Liquid -applied coatings (R905.15) R„OO�F I_ LATION (R906) General (R906.1) REROOFING (R907) Clay and concrete the (R905.3) Materials and methods (R907J) Metal roof shingles (R905.4) I Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (111001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcinglanchorage (R1001.3 and Spark arrestors (RI 1.1) Wall thickness; >_ 4° (R1003.10) Flue lining - material/installation (R1003,11 and R 1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) R1001.6) (masonry lace R1003.15) Flue area ( Y fireplace) ) ( Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G' Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) Chimnaycrickets (R1003.20) Mantel and trim (R1001.11) . Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) fCorbeling (R1003.5). +� Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) / FACTORY-BUILTCHIMNEYS (R1005) /� Listed and labeled (R1005.1) l� Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) A' � Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment /� (N1 i01.2, N1101.3) C/ Climate zone (Table N1101.2) _ Building envelope (N1102) Mechanical systems (Ni103) 'See energy conservation plan review record -- MECHANICAL (Chapters 12-23) j Appliance labeling (M1302, M1303) 7ri f.f Appliance access (M1305, M1401) 104- j AA pliance installation (M1307) r/ Heating and cooling equipment; heating 4) /and cooling load calculations (Chapter �/ Exhaust systems (Chapter 15) :Z: Duct systems (Chapter 16) j✓ 1� Combustion air (Chapter 17) _ Chimney and vent location and terminations (Chapter 10 and Chapter 18) /V /14 pecial fuel -burning equipment (Chapter 19 Boilerslwater heaters (Chapter20) NJ_ Hydronic piping (Chapter 21) A/ Special piping and storage systems (Chapter 221 Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) -9- Application (G240f,1) f General regulations (G24ci4) Pipe sizing (G2. Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) f'Y" Water service location and depth (P2603, Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter3l) f Piping support (Table P2605,1)�Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) / Plumbing fixtures (Chapter 27) 2/ ii Fixture traps (P3201) C/ Water heater size and location (Chapter 28) t— Penetrations of fire -resistance rated assem- blies (R817.3) ELECTRICAL (Chapters 33-42) f Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) Service equipment and location (E3501, �E3506) ',' Service size and load calculations (E3502) :/ Available fault current (E3506) Feeder requirements and load calculations (E3604) I jv --icing methods (Chapter 37) t Required lighting and receptacle outlets - (E3801, E3603) f Devices and lighting fixtures (Chapter 39) +� i Appliance installation (Chapter40) 7 System grounding (E3507). IVIA Swimming pools (Chapter.4f) - L Required-b�ancN ci7cuits-(E36B3)- — -- — --Class2-remote-control, signaling andpower4im- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (Ri02.5) Compliance with Appendix E verified . RADON CONTROL MEASURES (Appendix F) ` r Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (RIO, "" ` , Compliance wii; +)endix G verified PATIO COVERS (Appendix H) Provisio G adopted (R102.5) Compliance with Appendi f11 verified PRIVATE SEWAGE DISPOSAL (A ndi P ovision adopted ( 0 .5) C iance w• Appe ix edfied EX19TING BUILDINGS AND STR - TURES (A pendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions, adopted (R102.5) Compliance with Appendix K verified NOTES -11- UL 0 PT,n - 26) r-> -K Way—, K-N C, h A'N 4 it rE N pax C- 11 PIZ 9,p 00 ,p ff—m L9 F i %4OP 410 9_2 •A M . FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: \_\Qqn � Permit Office: _ City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce -1. New construction or existing New (From Plans) 9. Wall. Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftz b. N/A R= ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ftz 6. Conditioned floor area above grade (ftz) 1446 b. N/A R= ftz c. N/A R= ftz Conditioned floor area below grade (ftz) 0 11. Ducts R ftz 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ftz SHGC: SHGC=0.50 b. U-Factor: N/A ftz 12. Cooling systems kBtu/hr Efficiency a. Central Unit 28.2 SEER:15.00 SHGC: c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz 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 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ftz b. Conservation features b. N/A R= ftz None c. N/A R= ftZ 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Area: 0.079 PASS Glass/Floor Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and isC�IfIE SrA�8 this calculation are in compliance with the Florida Energy specifications covered by this �y _ e Off, Code. calculation indicates compliance with the Florida Energy Code. fir, :•'';,. „ Ott PREPARED Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 0 i * (� f° ¢ I hereby certify that this building, as desi n d, 's in pliance Florida Statutes. ✓,i, COD with the Florida Energy Code. WF' OWNER GE-NT: BUILDING OFFICIAL: DATE: 12 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida'Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 • PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE,GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / 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 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlock1 150.7 ft 0 1446 ft2 --__ 0 0 1 ROOF / V # Type Materials Roof Gable ` Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 • WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt TA wal�ype Space R-Value Ft In Ft In ArPA R-V31Ue-Er3CtlOn-Absor_ ° 1 N Exterior Concrete Block - Int Ins61oomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins6loomsInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsEloornsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int Ins6IoomSInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang 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 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 • COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- ---- Return ---- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar [[XApr [X] May ] Jun X]] Jul X] Aug Sep Oct Nov X Dec Heating XJan XFeb JXJ jXj 1XXj Mar [XApr X] Jun 1X] Jul [X] May IX X] Aug IX IXXJSep JXXJOct JXXJNov X Dec Venting X Jan X Feb X Mar [X Apr [X] May X]]]] Jun IX]] Jul ] Aug XSep XOct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 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 vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. 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. 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: , , FL, - New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 Single-family b. N/A R= ft 1 c. N/A R= ft2 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= ft2 Area 11. Ducts R ft2 114.00Area 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 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.2 HSPF:8.60 3.833 ft. 0.500 Area 14. Hot water systems Cap: 40 gallons 1446.00 ft a. Electric EF: 0.9 ft2 b. Conservation features ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Ot erwise, new EPL Display Card will be completed based on installed Code complia e e . Builder Signature: Date: Address of New HomeCity/FL Zipv„���f—� , *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ` -- 9 V Project Summary Job: wri htsoft Date: MAY 15, 2012. Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE FL 34983 Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1446 1446 Volume (ft3) 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db Design TD Daily range Relative humidity Moisture difference 75 15 L 50 61 OF OF % 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/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'1 htsoft' 2012-May-15 09:13:19 g Right -Suite® Universal 2012 12.0.04 RSUD5864 � - Page 1 ACCK E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N ® Load Short Form Job: -- wrightsaft Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Cling Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 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 8.7 HSPF Heating input Heating output 28400 Btuh @ 47°F Temperature rise 27 OF Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Space thermostat COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 -166 100 11AAC-rOM 1 A%/ GB AAA nT An AO %J V V I 1 -it r 'YL I V Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:13:19 ti 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCK EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 Tl1TA1 C AAAC n4404 n'37An nA7 f%A7 v ar-%L.V I"1) 41 10 1 LJ/'iL U-t/ A`FI Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCP. E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N + wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftz °F) (Btuh/ftl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246 627.. 537 0 -0 - 0 0` 1A-rlomd 1.270 n 35.56 126.30 39. 0 1367 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 23.62 -! 25.39 .16 0 353 381 .0 0 .. - - 0' 0 11 11 W WE--G 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s Z 55 2.18 124 83 211 . 161 48 " 27 69 59 2A-2om 0.840 s 23.52 ; 25.39 20 20 .470 508 0 0 0 0 11J0 . 0.600 s 16.80 k 17.40 21 21 353 . • 366 21 21 > " 353 365. W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W WL-G 120-Osw 0.091, 0.840 vir 2.55 ! 2.18 282 276 702 • 662, 0 .. 0 0 0 '0 0 "2A-2om . 13A-5ocs 0.125 w w 23.62 3.50 66.18 2.22 6 64 1 64 141 224 397, 142 0 0 0 0 0 0 W 'P 12Mbw, 0.097 - 2.72 0.85 .204 204 . 6M , 174' 80. • 80 . 217 68 C 16B-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 _ 54 101 C , 16C-19al 0.049 - 1.37 2.08 56 56 77 - 117 10 0 0 0. F 22A4ph 1.358 38.02 0.00 i I 1445 151 5729 0 60 6 228 0 61 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 .106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 58B Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1Ad- wrightsoTtw 2012-May-15 09:13:19 Right -Suite® Universal 2012 •12.0.04 RSU05864 Page 1 'CC�" EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsoft9 Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 16, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ftz 45.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.55 1 2.18 196 157 400 343 0 0 : 0 0 1A-rlomd 1.270 n 35.66 f 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 1 22.24 0 0 0 0 0 0. 0_ 0 2A-2om. 0.840 n 23:52 f 25.39 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 i-G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 , 2:18' 0 0 0: 0 0 0 0'' _ 0 . 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 0.600 s 16.80 I' 17.40 0 0 01 0 0 0 -0 0 ..11J0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 Y12C-0sw G 0.091 w 2.55 { 2.18 0 0 0' 0 ' 52 52 132 114 2A-2om' 0.840 w 23:52 . 166118 • 0 0 0 0. 0 0 :. 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 ; 0.85 0 0 .0 0 56. .. 56 .. -152 r 48. C 16B-30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C 16C719al.. 0.049 1.37 2.06 . 0, 0 0 0 0 0, - 0 0 F 22A4ph 1.358 38.02 , 0.00 1 483 45 1711 0 46 7 . 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 1 7087 1 7281 1 839 1 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsotFt 2012-May-15 09:13:19 wri 9 Right-Suitee Universal 2012-12.0.04 RSU05864 Page 2 'CC�" EAWrightsoft HVAC1Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJB Front Door faces: N -�- wrrightsoft' Right-J® Woir I'sheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CON jROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-8178-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com 1 Room name KITCHEN MS BATH 2 ' Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ftz 52.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ft' °F) (Btuh/A, or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat icool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n, 2.55 f 2.18 , 0 ' 0 6 6 p 0: 0 p =G 1A-rlomd 1.270 , n . 35.56 } 26.39 0. ',0 0 0 ; 0 0 . , 0 % 0 ' 2A-2ob• 0:830 n 17:64 22.24 ;0 0 0 0 0 -.,- 0 6 0 2A-2om .. .. 0.840 n _23.52 25.39 _0 0 .. .. ;0 0 0 , .. 0 :, ...,. 0. ".- 0 V,U 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 4AI- . 12C Osw 0.691 s 2.65 '2.18 ;. 0 0 0 0 6 0 0' " 0 0.840 s 23.52 25.39 0. 0 0 0 O 0 0 ;0 LID2A-2om 1110 0.600, s 16.80' . 17.40 0 0 0 0 0 .01 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 WI.", ,12C-Osw . 0.091 w 2.55 2.18 '0 ' 0 '0 0 , 6p 54 ` 138 ' _ • -1;18 G 2A-2om 0.091 . w : , 23.56 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 0lwu 0097 .- 2.72 086 - 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:.: 16G-19a1 _ 0.049 1.37 . 2:08 ' 0 0 0 0 .. - p - - 0 0 ... ` i0, .. ' 0 F 22A-tph 1.358 38.02 0.00 i I i I 154 0 0 0 . 53 . 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 1 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 1 1 907 1146 Air required (cfm) 17 141 42 55 Calculations wrightsoftm Right -Suite® Universal 2012 12.0.04 R51.105864 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Cale = MJ8 Front Door faces: N 2012-May-15 09:13:19 Page 3 i -- wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job:, Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft2 266.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--'F) (Btuh/ftI or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat (Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-riomd 1.270 n 35.56 26.39 0 0 0 0 0. 0 -A 0 {' G 2A-lob 0.630 n 17.64 22:24 0 0 0 0 15 _ 0 265 334. 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15. -0- : 3M :.. 381 11 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 - L--G 2A-2om 0.840 a 23.52 I 68.19 0 0 0 0 0 0 0 0 WE12C-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 0 011 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=0sw 0.091 w 2.55' 2.18' 0 0 : 0 01 162 . 162 412 353 �---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. 120-01aw . 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 6 0 0 -0 '0 % 0 F 22A-tph 1,358 38.02 0.00 i i i 1 I i I 70 ' , 0 0 0 266 42 1697 0 6 c) AED excursion -7 139 Envelope loss/gain 63 ill 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 ill 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 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. 1 wrigF�tsoft® 2012-May-15 09:13:19 Right -Suite® Universal 2012112.0.04 RSU05864 Page 4 'CC4" E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Doorfaces: N + - wrightsoft, Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 3.6 x 5.0 ft 17.5 ft' 9.0 x 5.0 ft 45.0 ft' Ty Construction U-value Or HTM Area (ft5 Load Area (ftj Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6' 12C Osw 1A rlomd 2A-2ob 2A-2om , 0.081 1.270 0.630 0:840 n n n n 2 55 35 56 17 64 23.52 219 26 39 , 22 24 25 39. 0 0 0 0 0 0, 0 ; 00. 0 0 0 0 0 0 . _ Q 0 - 0 0 .. .... . 0.. 0 0 0 0 0 0 0- ...:.... .0 0, 0 0 .. '0 11 % I- G -D W -G, W 'P;, . "�" 12C-Osw 2A-2om 12C Osw 2A-2om '. "11JO 12C-Osw 12C Osw :.LL-. 2A 2om ; .. 13A-5ocs 12B Obw" ., . 0.091 0.840 0'091 0.840 0.600 0.091 ,0091 0:840 0.125 0:097 a a s, s s., sw w, w w -' 2.55 23.62 2 55 23.52 °- 16.80 2.55 2.55 23.52 3.50 ' '. 2.72 2.18 68.19 '" 218 25 39 ' , 17 g0 2.18 - 218 66.18 2.22' a - 0;8$: 0 0 0` =` 0 :_ 0, 0 0 0 0 : 0 0 0 0 :` 0 0 0 0 , 0 0 'r ,.. :0 0 0 0 0 '�'0. 0 :;0 a 0 0 0 0 0 0 0 ,. _ 0 0 0 ... . 0 0 0 40 0 0 0 0 0 ` . 0.. 0 40 0 0 0 0 0 . 0 102 0 0 0 . •', 0. 0 87 0 0' 0 _:., . , 0 0 C F 1613-30ad 1t3C 19a1`" =° 22A tph 0.032 ;' 0:049 1.358 - 0.90 1.37 38.02 1.68 .i 2:08 0.00 18 ,, ;'0 18 18 :';._0 , 0 16 0 0 29 0... 0 45 - . A0 45 45 5 40 190 76 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 1ntemal 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. - wrightsoTtm 2012-May-15 09:13:19 Right-SuHe® Universal 2012 12.0.04 RSU05864 Page 5 'CC;k E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N r wrightsoft, Right-M Worksheet Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 195.5 ft 195.5 ft2 7.0 x 8.0 ft 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/W-°F) (Btu ft2) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 'VVy��JII 12C Osw ', ' 1A-rlomd 2A-2ob 2A=2om.. 12C-Osw 2A-tom 12C-0sw 2A=2om :11J0.,, 12C-Osw . _ 12C-Osw , � 2A726m :: Oa19'1 1.270 0.630 0.840 0:091 0'.840 0:091 0.840 0600 0.091 � ' 0.091 0.640 n,' n n n a a s . s , s. sw w � - w' 2.55 35 56 17.64 23.52 2.55 23.52 2 55 23 52 16.80 2.55 ' ' �2:55 23.62 26 39 22 24 ,_' .25.39 2.18 68 19 2 18 '- 25 39 - .17.40 ,. 2.1,8, � ` 2.1 B .. 66:18 0 -- 0 0 128 0 '; 76 .. 20 Q 34 - 8 : 0. " r0 0 : ,.. 6 128 0 " ,56 = 20 .,. 0' 34 `r 8 0 0 0 0 326 0 143 470 0 86 20 . - o 0 0 280 0 122 508 0 74 ' 17 .` 0 0 0 „ 0. 0 0 0 0 0 0 0 �0 0 0 0 0 0 0 0 .0 0 0 0 =: 0 ° ` 0;0. 0 „ _•' 0..; 0 0 0 a 0 :' 0 _.:';. '0; 0; - 0. 0 0 •0 0 � "� " 6 _ . ; _:.0: IRJ �--(; -- G D W VW ' ' � -L-G' W P. 13A-5ocs 126Obw: :. 0.125 , '- _ 0.097 w . -., 3.50 2;72' 2.22 .. , 0.65 0 0 0 0 64 64 224 142 C. �C.,�, - F 16B-30ad =16C,19a1`... _....'0.0¢9 22A-tph 0.032 1.358 - - -..1:37'r",'2.08 ,_ 0.90 38.02 1.68 , 0.00 196 _.,0 196 196 0. 31 175 0:_ 1166 328. q 0 0 ' ::.�56 56 0 66 8 0 ,�' _. 77`'. 304 0 ,',.11,7 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 14171 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% 164 96 Total room load 36-R 1 2100 1 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,� wrightsoftW 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 � '�` EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. \\-�C��A RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke 3East �Blvd. 62' GRAND CARr?6 III W1VPORCH Model: M11: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date 1 IT4386201 JA5 5/14/012 12 IT4386202 JA6 1 5/14/012 1 13 IT4386203 JA7 1 5/14/012 1 14 IT4386204 JA8 1 5/14/012 1 15 IT4386205 IA9 1 5/14/012 1 16 IT4386206 JA 1 5/14/012 1 17 IT4386207 IGRA 15/14/0121 18 IT4386208 JGRB 15/14/012 19 I T4386209 J J2 15/14/012 1 110 I T4386210 I J4 1 5/14/012 1 111 I T4386211 1,16 15/14/012 1 112 IT4386212 1J8 15/14/012 J 113 I T4386213 I KJ8 15/14/012 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. %JtlIltipt,0� S A• 39 0 Z Q'.e S TAT E OF .LAl OB`©P:•:\�a % tt8191i FL Cert. 6634 May 14,2012 Alban, Thomas 1 of l Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 ob Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 VVCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 10-64 17-0-0 20-4-8 26-4-0 34-0-0 5-0- -0-0 7-8-5 . 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0 4.00 12 2.00 12 5x8 = Scale = 1:59.7 13 12 3x6 7x12 = 2x3 II 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets (X.Y): 12:0-8-0.0-1-41, 14:0-3-0 Edgel, It0:0-3-14.0-1-81. 113:0-6-0.0-2-81 LOADING (pst) 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/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 CSI DEFL in (loc) I/dell L/d TC 0.85 Vert(LL) 0.70 14 >569 360 BC 0.95 Vert(TL) -1.19 13-14 >336 240 WB 0.59 Horz(TL) 0.39 10 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) PLATES GRIP MT20 244/190 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide, FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4=5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8=2310/1411,8-9=-2368/1397,9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-1785/3313, 6-13=-254/513, 9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "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 May 14,2012 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED b9TEK REFERENCE PAGE PHI-7473 BEFORE USE, ��•. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 5Y[ 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified.. the design values are those effective 06i01i2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL 1 1 Job Refe nce o lion I Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7gr16 KyOgB4imMBPusHgDMO93Mr-MLhBgpvzGdvu 1-0- B-11-11 16-0-0 18-0-0 20.4-8 25-11-15 34-0-0 5-0- -0-0 B-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 �1 O 4.00 12 4x8 % 4x5 Scale = 1:61.7 12 11 3x6 7x8 — 2x3 II 2.00 12 10-6-0 4-5-12 -0-0 4-4-8 5-7-7 8-0-1 LOADING (psf) 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/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 `Except' 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 CSI DEFL in (loc) I/deft Ud TC 0.96 Vert(LL) 0.66 14 >604 360 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) PLATES GRIP MT20 244/190 Weight: 174 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=2292/1373, 7-8=-2300/1351,8-9=-3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11 =-1 536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920, 5-13=-373/161, 6-13=-1881550, 8-12=-822/564, 8-11=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .•�CE�NS ^� J4 0 3 93 8 0�.----=e_ , (� FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 BEFORE USE. �� Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown .' - 2 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 787 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pme SP or Snip) lumber is specified, the destan values are those effective Ofi'Oti2012 by ALSO or proposed by SPI5. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A7 SPECIAL 1 1 Job a erence o tional Chambers Truss Inc., Fart Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:64:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 5-0- -0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 -0-o 6 d nn 1- 2.00 12 5x6 5x6 = LOADING (psf) 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 FBC2010/TPI2007 CSI TC 0.87 BC 0.96 WB 1.00 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 `Except* 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) 7x12 = 2x3 11 DEFL in (loc) I/deft Ud Vert(LL) 0.61 11 >651 360 Vert(TL) -1.06 10-11 >376 240 Horz(TL) 0.37 7 n/a n/a Scale = 1:60.7 PLATES GRIP MT20 244/190 Weight: 164 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=-3033/1714 BOT CHORD , 2-11=-2831/5183, 10-11=-1412/2782, 9-10=-1507/2803, 7-9=-1507/2803 WEBS 3-1 1=-396/432,4-11=-1367/2696, 4-10=-813/405, 5-10=-172/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "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 1 May 14,2012 WAIWING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 BEFORE USE. *F Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding !�1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crtieria, DSB-89 and BCSI BuBdlnB Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or Slop) lumber is specified, the design values are those effective 06A112012 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 AB SPECIAL 1 1 ob Re erence o Tonal Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkie5FILfuK3ieQ3quDmkgogZWalxiLLzGdvt 1-0-0 8-84 12-0-0 15-8-4 204-8 22-0-0 24-8-12 34-0-0 5-0- -0-0 8-84 3-3-12 3-84 4-84 1-7-8 2-8-12 9-3-4 -0-0 �1 6 5x6 = 3x4 2x3 II 5x10 = 4.00 12 4 14 5 6 15 7 2.00 12 LOADING (psf) 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 FBC2010/TP12007 CSI TC 0.82 BC 0.96 WB 0.74 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) 7x12 = 3x4 = DEFL in (loc) I/deft Ud Vert(LL) 0.60 13 >667 360 Vert(TL) -1.19 9-11 >336 240 Horz(TL) 0.35 9 n/a n/a Scale = 1:60.7 PLATES GRIP MT20 244/190 Weight: 17l lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5482/3092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=-1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=-252/222, 7-12=-297/322, 7-11=-276/705, B-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "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 May 14,2012 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED bfITEK REFERENCE PAGE III-7473 BEFORE USE Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown a, is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Ei fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumbar is specified, the design values are those effective 0Sf01P2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton Ill with porch M11323 A9 HIP 1 1 Job a ren o 'o al Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc Mon May 14 09:54:14 2012 Page 1 ID:_etC1 cxC3ixVV?huls?ypJyuFU K-A66WtBmkie5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt T1-0-Q 6-7-15 i 10-0-0 15-2-14 20-4-0 24-0-0 27-4-1 34-0-0 35-0-Q i-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-6-0 3-4-1 6-7-15 1-0-0 4.00 12 4x4 3x4 = 2x3 II 5x10 16 5 6 17 7 Scale = 1:58.7 -14 1L 3X4 — 3xB = 3x6 = 6x8 = 3x6 =. 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.25 TCDL 7.0 Lumber Increase 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.95 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.21 9-11 >748 360 MT20 244/190 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a Weight: 156 Ito FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=57510-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=452(LC 8), 9=-270(LC 8), 13=-910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1216/687, 3-4=882/468, 4-16=-801/463, 5-16=-801/463, 5-6=-378/797, 6-17=-378/797, 7-17=-378/797, 7-8=89/270, 8-9=-312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=-256/643,5-13=-1191/752, 6-13=-263/230, 7-11 =-1 581383, 8-11 =-424/384, 7-13=-818/443 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard tt111111111d1!! EN ® At 39380 a` �a Al e v •®®�'`� 0 N A1­ 111111t FL Cent. 6634 May 14,2012 WARNING • Ven fy design parameters and READ NOTES ONTHIS AND INCLUDED MfTEKREFERENCE PAGE JUI.7473 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component 1s responsibility of building designer - not truss designer. Bracingshown HIS I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is specified, the design values are those effective 06=01a2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply 62' Grand Cadlon III with porch M11323 A COMMON 9 1 Job e e ce o do a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv 1-0. 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 "10 -1 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 �1 6 4.00 12 4x4 = 19 3x6 17 — 15 `14 12 2x3 II 06 = 3x8 = 3x8 = 46 2x3 II LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.36 TCDL 7.0 Lumber Increase 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr YES WB 0.58 BCDL 10.0 Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 1 0=1 210/0-8-0 (min. 0-1-10) Max Harz 2=-166(LC 6) Max Uplift 2=844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) DEFL in (loc) I/deft Ud Vert(LL) 0.30 14-15 >999 360 Vert(TL) -0.73 14-15 >546 240 Horz(TL) 0.15 10 n/a n/a Scale = 1:57.8 3x6 PLATES GRIP MT20 244/190 Weight: 163 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=-2655/1658, 6-18=-2595/1654, 6-19=-2595/1654,7-19=-2655/1658, 7-8=2606/1555,8-9=-2656/1547,9-10=-3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=-1635/3008, 15-16=-1635/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14=-1635/3008,12-13=-1635/3008, 10-12=-1635/3008 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=-600/407, 6-15=-523/891, 5-15=313/304, 3-15=-599/407 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11=44, 2-20=-20, 20-21=-50, 10-21=-20 oPS' A'► q1t.4,'fo •`,,y`�� •ENS '<ey r'•® WO 39380 -'�--, ® MA0. T •p • !.. V✓ r��s ,ORi• f0 N A' FL Cert. 6634 May 14,2012 W Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PYI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 6V9 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1711 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 338104115 If Southern Pine SP or SPp lumber is specified, the desion values are those effective 06XV2012 by ALSC or proposed by SPIS. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch Ml1323 A COMMON 9 1 I o eere ce o do a Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-43(F) 19=-43(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 201Z Page Z ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10III.7470 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown`, is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the ^��p•• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek* ii fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 if Southern Pme SP or SPp) lumber is specified. the design values are those effective 06AV2012 by ALSC or proposed by SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M 11323 GRA HIP 1 1 .lob Reference (ootionall Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:15 2012 Page 1 ID:_elC1 cxC3ixVV?huls?ypJyuFU K-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 13 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- -0-0 8-0-0 5-10-15 1-8-0 3-8-2 3-9-14 8-0-0 -0-0 ) Top chord must be braced by end jacks, Scale=1:60.7 roof diaphragm, or properly connected 44 = purlins as shown. 11 14 9 7x10 % 6 17 6x10 4.00 12 4 4x6 19 'n 3 _ 13 5x6 21 10 2 22 N N i23 c; Ia 3x4 = 29 28 27 26 25 24 4x4 = d 3x6 I I 3x6 = 6x8 = 3x6 = 6x8 = i 8-0-0 11-1-1 6x8 = 18-6-0 26-0-0 34-0-0 8-0-0 3-1-1 7-4-15 7-6-0 n Plate Offsets MY): 13:0-3-8•Edgel. 121:0-3-8,Ednel. 122:0-3-10,Edgel. 124:0-3-8,0-3-01. 127:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.26 2-29 >489 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 194 lb FT = O% 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 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-361(LC 8), 27=-1182(LC 8). 26=1472(LC 8), 22=-648(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=560/309, 3-5=-358/948, 5-7=-616/1259, 7-8=-616/1259, 8-10=616/1259, 10-12=-616/1259,12-13=-616/1259,13-15=-616/1259,15-16=-616/1259, 16-18=-616/1259, 18-20=-2145/1219, 20-21=2145/1219, 21-22=-2236/1203, 6-9=-163/310, 9-1 1=-154/376,11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=-834/497, 25-26=-373/630, 24-25=-373/630,22-24=-1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=-766/630, 5-26=-501/320, 13-26=-918/612, 18-26=-2399/1452,18-24=-825/1760,21-24=36/367,4-5=-562/478,19-20=-345/311. 14-15=-509/387 Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3,Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. ,```,BPS r A. q���I, f '.�•j ti, -` O ATE `_ ' W ;� •;�� p R �':•'�=,ate`' FL Cert. 6634 May 14,2012 W - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE PHI-7473 BEFORE USE. .;l. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component..+ Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the Iq erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek* fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPli quality Criteria, DSB-89 and BCSI Bundling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is specified. the design values are those effective 06i0112012 by ALSL or proposed by SPIB. Job Truss Truss Type Oty Ply Carlton III with porch M71323 GRA HIP 1 1Reference F62bGrand o f onal cnamoers I mss Inc., I-ort Pierce Fl. 349e2 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:15 2012 Page 2 ID: _etC1 exC3ixVV?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=-44, 21-23=-44, 2-29=-20,24-29=-47(F=-27),22-24=-20,3-11=-103(F=-59),11-21=-103(F=-59) Concentrated Loads (lb) Vert:29=-555(F) 24=-555(F) *,j11919BI111!! A. �,,�� PS �, 6` 393840 &/0NAe ®III `0 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PHT7473 BEFORE USE. any '- Design valid for use any with MiTek connectors. This design is based onupon parameters shown, and is for an individual building components Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the �• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteda, DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine((Sp or SPp) lumber is specified. the design values are those effective 66161f2612 by. ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Grand Carlton III with parch M71323 GRB HIP 1 1 162' ' b Refere ce tional Chambers Truss Inc.. Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr 1-0- 8-0-0 14-2-6 20-0-0 26-0-0 34-0-0 5-0- -0-0 8-0-0 6-2-6 6.1-10 5-8-0 8-0-0 1-0-0 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WB = 3x4 = 6xB = 3x6 = 6x8 = r 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 8-0-0 6-2-6 6-1-10 5-8-0 I LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.92 TCDL 7.0 Lumber Increase 1.25 BC 0.62 BCLL 0.0 Rep Stress Incr NO WB 0.71 BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 OTHERS 2x4 SP No.3 DEFL in (Ioc) I/deft Ud Vert(LL) 0.19 2-15 >999 360 Vert(TL) -0.33 2-15 >727 240 Horz(TL) 0.08 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 150 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 3-13, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guid REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11), 12=3442/0-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=-892(LC 8), 12=-2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3629/1916, 3-16=-1930/1173, 4-16=193011173, 4-5=-117512398, 5-6=-1175/239B, 6-17=-727/411, 7-17=-728/411, 7-8=829/387 BOT CHORD 2-15=-1695/3431, 14-15=-1717/3497, 13-14=-1717/3497, 12-13=-992/1974, 11-12=-2381/1356, 10-11=-2381/1356, 8-10=2701731 WEBS 3-15=-407/1219, 3-13=-1661/791, 4-13=-211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-1 0=-1 76613430, 7-1 0=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. ,���t1t111110!! 11`�1 PS A. q�Ohdls ..... • �i� 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; `� O\y , . `� _?� .••�Ci E N S •• v9 �� F �� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 •�•. !- 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ?r"(5­3 9 3 8 ` -~"• 5) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. (` ,,,,.--� �,,•�, ,� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding B92 lb uplift at joint 2, 2537 lb uplift at — x [3-.; ram= _-• / (� joint 12 and 384 lb uplift at joint 8. : Z—. 1 AT E " 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . 0 • ((/ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at � T(• .'C� O P .• �_`� O 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ���` R �I SSA • • • • \ NS '-.0 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). -It N A, !!O LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=-107(F=-63), 7-9=-44, 2-15=-20, 10-15=-49(F=-29), 8-10=-20 May 14,2012 W - Verify dtsiya parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE Al11.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown ruff Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery- erection and bracing, consult ANSI/TPI1 QuaBly CrBerfa, DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is specified, the desion values are those effectNe 06A112012 by ALSC or proposed by SPIB, Job Truss Truss Type City Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 e e ence o iona Chambers Truss Inc., Fort Pierce Fl. - 982 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-555(F) 10=555(F) Hun: /.34U s t-eb L4 2U12 Vnm: /.;= s Apr 25 2U12 MI I eK Inousmes, Inc. Mon May 14 Ua:04:10 Zul z rage 4 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr ENS do 39380 ATE Ic ' ' tt/ • 001 1 O N M- O .' FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED b7TEKREFERENCE PAGE PRI-7473 BEFORE USE. *e• Design valid for use only with M37ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown .� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the [} A�g� • erector. Additional permanent bracing of the overall structure is the responsibility SVi of the building designer. For general guidance regarding ! fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP1I Quality Weda, DSB•89 and BCSI Building Component 6904 Parke East Blvd. safety InformaDon available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4116 It Southern Pine SP or SPp iurnber is specified. the desi n values are those effective 460lP2012 by ALSC or proposed by SPI6. Job Truss Truss Type Qly Ply 62' Grand Carlton III with parch M11323 J2 MONO TRUSS 8 1 b efere ce o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:x1?zSlzTbJCDIIrGPH1 QukyuFUI-7VEGItn_HFLyXfpGRUk6VUvOOZd5Gvfp1fQpPEzGdvr i -1-0-0 i 2-0-0 1-0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale =1:7.7 4.00 12 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.13 TCDL 7.0 Lumber Increase 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPl2007 (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 Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=29(1_C 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 244/190 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 8 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. 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. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INUUDED MfTEKREFERENCE PAGE MII.7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Iffl Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown !' is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslblility of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII QuaOty Criteria, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 781 fl Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or Sp,) lumber is specified. the design values are those effective Q6t0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 Job a re e o Iona Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.28 TCDL 7.0 Lumber Increase 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:PDYLfd_SMdK4MSQTz?ZfRxyuFUH-7VEGItn_H FLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 4-0-0 4-0-0 DEFL in (loc) I/deft Ud Vert(LL) -0.01 2-4 >999 360 Vert(TL) -0.03 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Scale = 1:11.0 PLATES GRIP MT20 244/190 Weight: 14 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member endfixitymodel was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERENCE PAGE l ffl-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. _y Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily of the �y+�g�• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M 1 9C fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlterfa, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or SPD1 lumber is SDedfied. the design values are those effective 66AV2012 by ALSO or proposed by SPIB. Job Truss Truss Type Oty Ply 62; Grand Carlton III with porch M11323 • J6 MONO TRUSS I. 1 o e ere ce o ion Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz-j7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT7CFL2iSOszpy7MvyGJ9MygzGdvq 6-0-0 6-0-0 Scale = 1:14.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 13=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,%`N%,PS A,+ q t`'ff ANZ 39380 --. TAT :rcr 441 e Oe v �4 0 P am_ : /O N A� ��% FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 11117FAREFERENCE PAGE MI-7473 BEFORE USE. -■r Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. r Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek* erector. Additional permVianent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding / i fabrication, quality control, storage, delivery, erection and bracing, consult ANSIM11 Quality Criteria, DSB-89 and BCSi Bunding Component 6904 Parke East Blvd. It S.. Inlormatlon available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective 06i01/2612 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply 62' Grand Carlton III with porch M11323 d J8 MONOTRUSS 20 i ► Job Eeference o tional Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MtTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jt_j7xSx_c_fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSUGzwn?MvyGJ9MygzGdvq 8-0-0 8-0-0 Scale = 1:17.3 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 2441190 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 FBC2010ITP12007 (Matrix) Weight: 26 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2=-250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard s to Ps A- q j 're -Ndo" 39380 -� 441 Al il!ir'e�a FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ONTHISAND INCLUDED 16TEKREFERENCE PAGE AHI.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component." Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the g jp!•E g��as{i� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9�8 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. solely Information available from Truss Plate Institute, 781 11 Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine {SP or SPp lumber is specified. the design values are those effective 06 V2012 by ALSC or proposed by SPI6. Job Truss Truss Type ty Ply 62; Grand Carlton III with porch M71323 4 KJS MONO TRUSS �,Q, 1 lJob efe a ce (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID: Lcg54J?LuEancmZr4Qb7 WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq i -1-5-0 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.3 3x4 = „ 5 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 WEBS 3-7=0/336, 3-6=1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 Ito uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=-124(F=40, 13=40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) ,0�{1t1111ddTdJ� %�p'S e� '�� • �.\ �•E'N ,Fa 39380.f---..--•��. ,T E Cif ' �U ♦� 14llr` P to N A;�10��..141111 FL Cert. 6634 May 14,2012 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE bill-7473 BEFORE USE, Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the M�T�k" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality CrIterla, DSB-BP and BCSI Bugding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine SP or SPp lumber is specified. the design values are those effective O&OV2012 by ALSC or proposed by SPIB. Symbols PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0T/16� I For 4 x 2 orientation, locate plates 0-'nd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MITek20/20 software or upon request. PLATE SIZE The first dimension is the plate Width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents current/old values as published by text in the bracing section of the by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. w BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 01 /18/2012 Al','_--i General qttl Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. . F SURVEY. BOUNDARY PLOT PLAN- U C TlE IN FINAL TOPOGRAPHIC COMPLETED ON: 7-11-1 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 14097 CISNE CIRCLE, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. F. L,. .0 SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. Z M 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO — II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 CO065 J , EFFECTIVE DATE 2-16-12 . ABBREVIATIONS: 4. FLOOD ZONE 'SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION 0 to Q SURVEYOR 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 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE afn 15 CENTERLINE OF CISNE CIRCLE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 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 #: /2- 0 -S-- 0 2 (,. Z 20' PAVED ROAD CISNE CIRCLE 0'WE %�V vv� SITE BENCKMARK ELEVATION= 24.23 ASSUMED Lit O� M r�i 3 15.87' m 18.18 0 PORCeH 15.98 o EXISTING AVERAGE TOP OF FORMS _EVATION=25. 56' ABOVE ED, OF PAVEMENT 6.00 W. v, PATIO >: 0 14.01'O1 20.00' O1 �-- o O O Z N89026'03"W 60.19' O 00 3 O O N LJ.I LJ.I 0 V) a 0 Er 00 Qa J_ 0 ON LLj n Z. 14097 CISNE CIRCLE LAST FIELD DATE: 7-11-1e SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. �IEIED BUILDING CORPORATION . DATE: 7-11-12 Surveying " Mapping " Consulting % 619 SW Biltmore Street DRAWN: CJM Port St. Lucie. Florida 34983 ® I hereby certify -that ;the survey. -shown hereon is -true and JOB NO.: Phone: (772) 340-7770 correct and is Lased on actual measeurements taken in the Fax: (772) 340-2250 field. -This survey mEets the Mi^ntTime! Technical :Standards 12-1376 L9#7280 of Chapter 5J-1T.Flpsida adml}ns_at.'tve ode"-: r DATE' REV ISIDNS: ~\ ALCXAND : F1"' PIAZ Professional urveyor & •Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1376.dwg, 7/11/2012 1:24:27 PM