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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY pp #. SECTION I I TOWNSHIP I I RANGE I I MAP NO. ZONING I � +D I LAND USE I rc + A I LOT CVG % I I TAZ NO. FLOOD ZONE I I FIRM MAP # I F 5' 11 sT FLR ELV I I MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF 990 I I LOT OF REC I I LREEQT SPLIT I I LOT SPLIT APPROVED Before 1/1990 After 1/1990 REPORT HABITABLE RADON PERMIT CODE I AREA FEE FEE 1 (RADON) LIBRARY, PUBLIC BLD PUB PARKS IMPACT IMPACT FEE ACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL AD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE 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 T� FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REViIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE C ' I $Ll;afi _ ,r d rf �tfii}e; � ?:',G" 3?i3 3? ij Ego, cC 67Cne ' t�Ij F iiiw"� ,';:tr^:��: 5,; _ `'S: •t_ - .; ••, ..:" ..ai• in� : te:.r, 9 E;. 'ar - . IS?t1 i !c9 - t eyya. P -AN REVIEW FEE: �;CEIPT NO.:?D_R PERMIT NUI'�1R: i .lditJ S� CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED _n St. Lucie County Building and Zoning 2300 Virginia Avenue V .'S�OR1Dp : Ft Pierce, FL 34982-5652 772-462-1553 C APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: spanisF Lakes 2. PROJECT NAME: P SITE PLAN NAME: 3. PROPERTY TAX ED#: 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 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: Single family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: 3�BACK: RIGHT SIDE: lcR� LEFT SIDE: �?J` 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) DQ NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: _ 1 be 15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ 51 , 0 0 0 .0 0 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 Moo or mote, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 SCANNED BY St. Lucie County OWNER INFORMATION NAME: Wynne 2 ADDRESS: 8000 S. US1, �Suite 2 Port St . Lucie 1'' 1!n STATE: FL �: 34952 J31 CITY: PHONE (DAYTIME): 97 2) `8 7 8-5 5 3 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 #: 0 8 8 9 8 BUSINESSNAME: W nne Development Co oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 • S. US11 Suite 402 Port St . Lucie STATE: FL ZiP. 34952 CITY: PHONE (DAYTIME): 7 2 8 7 8— 5 513 FAX NO. -. 77 2— 8 7 8— 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: 34996 PHONE (DAYTIME): (_27.2 2 R 7—R 2';R BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE :' hi--'n`a Permit is issued and it is not picked up within 60 d� after notification it will be voided and returned to you by mail. CERTIFICATION: -- This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, 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 stricture. 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 foregoing information is accurate and that all work will. be done in compliance with all applicable laws regulating construction and zoning. UWNER UT CO A i ) MS_ T' STATE OF FLORIDA STATE OF FLORIDA 'COUNTY OF St. Lucie COUNTY OF St - Lucie The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this al c;) day of V 20 /3 me this 01 day of n7!4 Y , 2o_ /,3 by Matthew r.Yl a Wynne by Matthew Lyi a W3Anna who is personally known ✓ or has produced who is personally known for has produced as identification. as identification. Lag" 4 Signature of No DOROTHY ANN BASKIN Signature of No1%, DOROTHt► ANN BANo" Public - State of FloridaNefary Public - ShtsCommissionNo. 't" "� Mr Coll dies Oct 2, 20i6 Commission No. •e My cawCommission 0 FF 015226 �' D�m�im0�OIS6 In i 'Through National Notary Assn. ,° o Bonded Tlg�oh NBiamt Yar nA... 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, CLERK OF THE CIRCUIT CC FILE # 3841004 OR BO(;"— °I524 PAGE 2015, — SAINT LUCIE COi?zrpv orded 06/04/2013 10:43 AM AFTeR RECORDING RETURN TO' PERMIT NUMBER: I r NOTICE OF CLOOA The undersigned hereby given notice that improvement will be made JFlorida statutes the following information is provided in the Notice of (�\ 1. DESCRIPTION OF PROPERTY (Legal description and street at \ v SUBDMSIOWajrwf3y86LOtA TRACT_ 6/7 34 2. GENERAL DESCRIPTION OF IMPROVEMENT: sing' 3. OWNER INFORMATION: a. Name W1- -T^ n P R'r b.Address 8000 S USlr Suite 402, PS il(�•` d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBEI 8000 S. USl, Suite 402, PSL, F D 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whoa (\v Section 713.13 (1)(a) 7., Florida Statutes: / NAME, ADDRESS AND PHONE NUMBER: T.Om Lee SI 8. In addition to himself or herself, Owner designates the following to / 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I specified) .20_ . Owner's Authorized State of Florida County of Rt Lurie The foregoing instrument was acknowledged before me this By Matthew Lyle Wynne as (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) I Vn to ems'[ � /4� N �C.IASK/rJ (Printed Name of Notary Public) (Signature of No Under penalties of perjury, I d' Clare that I have read the fore r belief (section 92.52 , Floi Wtills). e re of Owner(s) or Over. Authorized R— Ov]MOOP(it—rElnp 'Pais Sllucc t nel•rwd iur Von dity, info certain real property, and in accordance with Chapter 7) 3, ) TAX FOLIO NUMBER, -1306-11.1 -0001-[)00/Q ,OT BLDG UNIT all that part lying northeast of 95 family residence c. interest in property Wynne Development Corporation 4AOF7 779-R7R-951I AMOUNT: notices or other documents may be served as provided by nish Lakes Blvd. Ft. Pierce, FL. 201- eive a copy of the Lienor's Notice as provided in Section 0590 from the date of recording unless a different date is tthew Lyle Wynne vi—e- t Name and Provide Signatory's Title/Office of / i r 4 y , 2013 _. ent pe of authority ... e.g: Owner, officer, trustee, attorney in fact) finally Known L/or produced the following type of ID: DOROTW n delay PlLe"ON &MI, A.a-IC.-rFrbcSl My Comn1.�:. f�1M Public) 1Sr.1)Cnmlt/Ah Id that the facts in it arIr e Ire tomy now n who signed above: STATE OF FLORIDA ST. LUCIE COUNTY HIS IS To CFAnFV TWAT Tulle le . "r. ENE Spanish Lakes Communities Division Port Saint Lucie June 28, 2013 BUILDING CORP013,00ON 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14901 Tucan Permit # 1306-0052 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 E ` St. Lucie County Building -& Zoning 2300 Virginia Ave F(pR�p Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC . 64 Gas PERMIT 11 � ISSUE DATE: NUMBER: ��L � ��� '-- J ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 4. . F�ORIOP . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): EK) dO ("� 9 4 16 S -4- G) E to cr6I-C , zpc have agreed to be the (Company Name/Individual Name) e le f r ca l sub -contractor for b Vej YnQC19f " CV(P, (Type of Trade) (Primary Contractor) for the project located at Q C-q c\ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown"?in the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: 'S 4 I ) 151 Address: _�5 LL0 % 0J . C n ZPY' k oc& City/State/Zip: T' 2',eir ce /, F' J , -3 q4) Phone: —7 %a — �tG 4 — (p 17 4 fo email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): CA(-0 7 4 3 7 9 cnmfnrt Control of St Lucie County. In ,have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) TLJRES ARE REOU Barry Zimmerman S 2 AT PRINT NAME DATE BusinessN%uj1L- Comfort Control of St. Lucie County, Inc. Address: a 1;n1 Fti 1 tmnrP gtrPPt City/State/Zip: Port S mci P, FL_ '34983 Phone: ( 7 7 2) 7 8 5_ 9 0 1 P email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERIMT , SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (Ifapplioable): CFC1428458 _ Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co Inc. 3185 Sneed Road -�i\t �e)m� DATE Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com nvivyt- 7TeF nNT.V- Vl'1'ivJJ V1J •., vie PERMIT # ISSUE DATE �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 Sraa,-m„-rc rnaGt—Rnnf i nq p r.T.0 have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at �\ - (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 1tEQUIRED '4ri an Ma l nnP)z SIGNA PRINT NAME DATE Business Name:. Treasure Coast Roofing, LLC Address: 1 81 6 SW R i f t- m n r P St- City/State/Zip: Port St . ' Lucie , FL. 34984 Phone: (7 7 2) 3 4 3— 8 3 0 8 i email: ST. LUCIE 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: \Wq0 #13.06-111-0001-000.10; 6 - 17 34 3_9 all that part lying (Tax ID/Legal description/Address) northeasterly QA'N 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 immediate community. Matthew Lyle Wynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie 3 ACKNOWLEDGED BEFORE ME THIS �� DAY OF /D& y 204 BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED an�_6 SIGNATURE OF VOTARY NOTARY PUBLIC TITLE IDENTIFICATION. -Do Ro` m ,-/ AN n> , 64-s-K/ n) TYPE OR PRINT NAME OF NOTARY (SEAL) ,oyl" COM IAM111WIN 01 s Notary Public - State of Florida Nay Comm. Expires Oct 2, 2016 3y Commission # FF 015226 y''%f�°;�b eon* Through NaltionaU Nat m Assn. BUNKELBERGER engineering & testing, inc. _ ::oil Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14901 Tucan St Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1306-0052 Date Tested: 7/24/2013 Client Name: Wynne Building Corporation Technician Initials: MC 8000 South US 1 #402 1 Report Date: 7/24/2013 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Laboratory,ProctorField Tests Maximum Dry Density (Pcf) Optimum Moisture M Dry Density (PC') Cone Resistance) (tst) Moisture M Minimum Required Compaction (%) PercentTest Maximum Density (%) Results 1 12 112 13 107.3 --- 11.5 95 95.8 Pass 2 12 112 13 109.7 --- 11.0 95 97.9 Pass 3 12 112 13 107.5 --- 12.3 95 96.0 Pass Type of Field Density Test: J___ ASTM D 1556 VI ASTM D 6938 ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 34488 Daily Standard Count: Density: 2271 Moisture: 705 Test,° - So><IType i Elevation }; Test Locat>on 1490`1 Tucan St, Structural FiII' 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) ' C /// X . L Elevation/Depth Referenced to: r7 NGVD r MSL Sod eryp e Other: Inches below top of footing or slab subgrade 1 Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Backfill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade David T. o gs om Xiaoyan Zheng, P.E., PhD 9 Base Course Senior Pr ject a ager FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 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 877.643.6832 3011 (10.3) Progress Report)* PR 55 1, 4 607191*�'-317 ccrncx SL C 1,3,o 6 —,0 Date: 08/01/2013 Sold To: RODNEY HALL° S CONCRETE CONS'T ,Phone ��#: 7� 72-4 �8y�-+8469 �y �p gq g y' Deliver To: 1490 TUCAN, SPANISH LANES VERB BEACH FL 329Ea8 Driver Name: No Delivery Due Time: Carrier# L Name: Shipping Imtructic : 0 Page 1 of 1 Plant: North Vero R/H Vero Beach FL Ph! 772-794-3555 #1095 ,lode No. 13786917 Order#: 10189.82891 Customer#: 3026605 Job#: PO#: NO PO Load#: 1 Type: DEL Total Load Ht: 8E 020. 0,20 LB Load Out Time: 07:54:56 Load Cl-,der Product Quantity U09 Quantity Code Product Description Unite U09 4.002 TON 4.Oil 1037394 BUILDERS SAUD 4.ON TOR Cufflul Daily City 4.000 _ 1 PC 1 1516892 FUEL SURCHARGE: SOUTH DIy. BUILDING HAT i PC Cuoul Daily Oty 1 LOAD LEAVE PLANT ARRIVE JOB SITE START UNLOAD- 'FINISH UNLOAD LEAVE JOB SITE ARRIVE PLANT` WAS SHIPMENT DIVERTED NO: YES: IF YES, WHAT IS THE DIVERTED ADDRESS? LOT BLOCK SUBDIVISION, COUNTY PHYSICAL ADDRESS CITY GENERAL CONTRACTOR HOMEOWNER NAME ADDRESS BY THE SIGNATURE BELOW, DRIVER ATTESTS THAT THERE WAS NO ONE ON THE JOB SITE TO SIGN FOR THE LISTED MATERIALS AT THE TIME OF DELIVERY AND THATALL'MATERIALS DELIVERED WEPEX GOOD CONDITION. ©6 DRIVER'S SIGNATURE �� DATE TIME CURB LINE CROSSED AT OWNERS/AGENTS REQUEST INITIALS THE SIGNATURE BELOW SIGNIFIES RECEIPT AND ACCEPTANCE OF THE LISTED MATERIALS AND ACKNOWLEDGEMENT OF AND AGREEMENT TO THE TERMS AND CONDITIONS ON THE FACE AND REVERSE SIDE OF THIS TICKET. AUTHORIZED SIGNATURE PRINT NAME DATE MSDS PROVIDED UPON REQUEST ssuNivERSAL See over for Product Warning CUSTOMER DELIVERY TICKET This Delivery Ticket incorporates herel5 by reference Buyer's previously executed &edit Application, if any, Seller's Stand'z, Terms and Conditions, Seller's Quotat if any, and Seller's Order Confirmation 1 .Ming limitations of warrant es), as if full N set forth on this Delivery Ticket ("Agn ` ;ni"). Seller will provide the Standard Tel.— rind 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. A 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 nuld 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 norther information, please visit www.cemexusa.com. Este ticket de entrega include Como refe.renc.ia al comprador (ya previamente ejecutada on su apl.icaci6n de cr6dito); cualquier t6nnino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con lirnitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). E1 vendedor proveera los t6nninos est:andares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el cornprador acepta .los mismos ya antes mencionados y que l.as cantidades y materiales fueron entregados Como se expresa on el mismo, Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. LOU" 5Ax".1111101T. <ilDid10101Wal`a► 11I191- IN]M13QLKINIINNw:l Ur�l►`� Los productos de agregados son materiales naturales Como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaf ilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados eomo piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cua.l puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n on los ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Pol.vo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse. en ternperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amon.iaco. La inhalaci6n del arnoniaco puede causar toser, irritaci61l o quemaduras en la nariz, garganta y pulmones. Acud.ir inmediatamente al medico. El riesgo en la salud depende on la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Prirneros adecuada para protecci6n. Lavese las rnanos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los lirnites recomendados, use protecci6n respiratoria. Prirneros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 rninutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sips 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. 01/06/2.'@13 05: 50 77287C7r76 WYNNE BUILDING' -'?P PAGE 03/04 �i. So t Cu:r-T`... Date:\` St. Lucie County Building & Zoning Department. 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Tellxaporary Power Release Permit Number:X�Cio" Property Address: TI-IR UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: I. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that per►xlitted by construction during this time period. 2. As witness by our signatures, rye hereby agree to abide by all terms and conditions of this agreement, including Building Division policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day rower for Testing". have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension. beyond 30 days must be made in writing to the Buildiug.Official stating the reason for the request. power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE BF-REBX RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES -FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMA�H MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRIC R IN THE, EVENT OF VIOLATION OF THIS AGREEMENT. L3 DATE AI, WNT A TOIL SIGNA"I UP E DATE RECEIVED SEP l,3 ".- x r ► CEMEX Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job Return Plant Customer Code: Customer Name: Customer Job Number: Order Code / Date: ' ?� r2FaF.,f_/ J RODNEY HALL' CONCRETE LONST 7229 1 1 f 1 1 / 13 Project Code: Project Name: Project P.O. Number. Order P.O. Number: 40910256 MAT—R0DN3-_V HALL. ( ALL. WORK' VERBAL RODNEY VERBAL ROt7NEY Ticket Date: Delivery Address: Map Page: Map/Row/Column: 11 11, 1 ?s 14901 901 'TOUCAN Delivery Instructions: Dispatcher: SPMA 1,63H Lmi-IL' ES ,F Iw I RWAYC ��i�l UC I ItdEC Ticket Number: 328,71.5611- Due On Job: Slump: Truck Number: Driver Number: Driver Name: E-7nd Use: 11 o oo , t_7f 1 i 025 7� t� 1 f.,O�'28 BOBCOLEMAN Ll`dDSCP o DR I VEG� �1 LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY i f an i tt: 10. 00 11. I.ai , .1 t_i28 81 25 () REO YD3 f NOV 11 Ail 110 o 18 1.00 124-7818 FUEL SURCHARGE 1. 00 120 749 ENV I RONMEN"rAL CHARGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments WATERADDED: 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 terns 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 fiinished-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 PREV TRK ° INVOICE LOAD NUM o I This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Sellers Standard Terms and Conditions, Seller's Quotal if any, and Seller's Order Confirmation (_ -uding limitations of war`ranties), as if fully set forth on this Delivery Ticket ("Agrc,,z�cnt"). Seller will provide the Standard Tel and Conditions upon request. Miyerakrees 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 sil..ica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling. crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and. prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier termino estindar, 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 estandares y condiciones detal- lados en caso de as.f ser.requeridos. Con este documento, el. comprador acepta los mismos ya antes mencionados y que ]as 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, d.olonuta, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash) la cual puede contener m6s de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del. manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales siliicos, 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 liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en .la nariz, garganta y pulmones. Acudir inmediatamente al. medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. it Seguridad: Evite el. contacto con ojos y contacto prolongado con lei pieL,U'se guantes, proteccion en los Ojos y ropa Primeros adecuada para proteccion. Ldvese .las manos 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 en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds informaci6n visita www.cemexusa.com. Y• . • Termite Inspection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service, • Licensed �C Insured Lic. JB175775 Port St. Lucie FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE S ' t(i TIME Q,r, ,a �� JeSUs Christ is �ortl Evict -A -Bug Termite & Pest Control Inc. ,o r` 172-323-7921 for 772-349-5999 Email: Evictabug@gmail.com 2373 SW Woodridge St. DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME (1 CONTACT PERSON vc lbrtl �. k- / NC IiCiC'tA COIJ Y�t�L? h-,k � \ Git nri' ., �',,o6Ae' i , STRUCTURE ADDRESS (LOTBLOCK) j 1 CITY, STATE, ZIP CODE ` COUNTYLAIC- ILS�ltib k.1CP.,11 6•�l �a.�,P;rP )� lL_CIC-• r NOTES M2 TREATMENT TYPE/AREA f r t P El FLOATING +�tdONOLITHIC ATIO ❑ GARAGE tf PkDRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS , ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ TAMP & TREAT TREAT ONLY p FINAL ❑POOL DECK �`!U 7t3.1cf1P ; 0- C�! 1 SOTHER ► G t r PRODUCTS 01BASELINE ❑ DOMINION 2LACTIVE INGREDIENT l BIFENTHRIN ❑ TERMIDORTC ❑ BORACARE ❑ OTHER �r ACTIVE INGREDIENT ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION 06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED % a 0 `SQUARE FOOTAGE 0 LINEAR FOOTAGE l <G SQUARE FOOTAGE VERIFIED `VYES ❑ NO Nj JIOB READY CONDITIONS MET �ETYES ❑ NO l L-MEASURED OR VERIFIED PER PLANS DETAILS RECEIVED ;IV 15 24# As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line 13 FINAL STICKER "ELECTRICAL PANEL ElWATER HEATER ❑ OTHER /Payment Terms: Payment due at time of service. ` Date Applicator: (Evie A Bug Termite and Pest Control, Inc.) Date Customer (Property Owner or Agent) RESIDENT rALICO M1 M ER CIA B UILI�ING PERMIT C'H�C�LI�`T' ,.Site .Location: _N . Permit Number: __._.....,. Technician: General: Application completely filled out with notarized signatures YesNo N/A tractors' names and coon &state Yes E1 No N/A Sub Summary List with con county certification numbers Sub Agreements with original signatures Yes No & , N/A Owner Builder Affidavit Yes No /N/A Owner Builder Electric Affidavit Eli Yes No N/A Filled Land Affidavit Yes No N/A Geo or recorded warranty deed -' Yes � No � N/A 01 Recorded Notice of Commencement U Yes. Yes � No Uj No IS , N/A N/A l Utility Agreement or Payment Receipt VN/A Vegetation Removal Permit Yes NoN/A Non Conforming Lot of RecordYes No Plans, Calculations & Attachments Q copies commercia1/2 residential): Complete set of plans with engineer/architect raised seal `" / Yes - No N/A ... Truss plans reviewed and approved by engineer/architect Yes FNo 01 N/A Landscaping and parking pl an r' Yes 0 No fc�/ N/A 3 Copies of approved site plans C Yes 17- No N/A 2 Sealed surveysor lot plans with dimensions, finished floor Yes Uj No N/A p elevation and setbacks Health Department approval stamped on survey and floor plan Yes No N/A Health Department food establishment permit stamp on floor plan Eli Yes No N/A Yes C' No N/A Manual J or Manual N calculations .Signed Energy Calculations Yes � No � N/A Sealed Wind Load Compliance Certification Yes No N/A Yes E' No r.1 N/A Product Review Affidavit 4 Page 1 of 2 l 1 REsIDENTIALICOMMERCIAL BUILDING PERMIT CHECKLIST Site Location: -------- ------._..__...--I .Permit Number: Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWMD or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets RV and Mobile Home Tie Down Only (2 copies): Permit Worksheet (Tie -down diagram) Manufacturer set-up and installation manual Manufacturer blocking diagrams Signed penetrometer test (1 copy) Stair details Mobile home inspection report for relocation Copy of Title for relocation Class A approval from Growth Management Comments: acne: S, Technician:------ �- 10 Clear form Page 2 of 2 G Yes 11 No d N/A r Yes rj No N/A ri Yes � No N/A ri Yes 17 No N/A Yes No '—' N/A Yes No N/A Yes f ' No N/A Yes � No N/A El Yes ._..! No N/A U Yes ri No N/A r_ Yes U No N/A 0 Yes No N/A Yes No N/A �-' Yes No N/A e:z:Al2-,k\3 . 11/22/•2013 14:31 7728787656 WYNNE BUILDING CORP PAGE 02/03 Professional Insulators of South Florida FTC Insulation Installation Certificate To- SL Lucie County Date: November 15, 2013 Re: Lot/Block: Address: 14901 Tucao Project: The undersi ed hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer, Fi Foil lRock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board polystyrene Other exterior tIrami Thickness in in Manufacturer: R- have been insulated with: Ceilings (rearporch) have been insulated Thickness in Inches: Manufacturer: R-Value: ceilings have been insulated with: Thickness in inches: Manufacturer: Density: R-Value: interior kneewalls have been insulated with: Thickness in inches: -on Cellulose glass Blankets Wool Blankets Other Spray -on Cellulose 10.375" Fiberglass Blankets Knauf Rock Wool Blankets X Fiberglass Blown Cellulose Loose kill 9.5" glass Blankets glass Loose fill Wool Blass Blown Other Rock Wool Polyuretha Spray -on C R-Value: I JW4-AA-A 4. Garage partition walls of A/C living area have beau insulated with: Rock Wool Blankets Thickness in inches: 3S" X Fiberglass Blankets Manufacturer: Knauf Spray -on Cellulose Density: polyurethane R-Value: R-11 Other 5. The followiRg have been insulated: 9 CBC12 ' 6 Con et V Wxl NF- BUILDINGCORp Professional Insulators t Genera[ Contract/Builder Insulation C for RECEIVED NOV 2 21013 Planning & Development Services Building & Code Regulation Division 0 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: j3o —c�S_ JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRA( PEST CONTROL LICENSE _)4GO I -To co v_ coTT Puaf _c We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 5005/0c�50 Lf'F Chemicals used: ���,r►p Percentage of solution: I10 Cn6o Total gallons used: (SO Date of Treatment: f 1-4- 13 Footing lst Treatment Re -Treat Driv way 1st Treatment Re -Treat Other•hn �q —71 Tre tm t Re -Treat Time of Treatment: .11f 0 b Slab 15t Treatment Re -Treat Pools 15t Treatment Re -Treat Perimeter for Final Inspection Si nature Exterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a -re-inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. _:3C( e,Sl 27-JUL-2013 23:49 FROM:SOUTH COAST 772344GO42 C/ TO:4626443 P. 1/1 0 774-MM, LIU" F=7, c VICATE f,",)P ,i:,: CONSUMINI'lort sm- TH PERW BUILD EFYCONTMMM. PEST' CONTROL PEsr CIDWROL U09M &D W% dw.!!� h iritqp 'Iltmp vwavmli�impm& th -AMMUMMOMMI mmvvm� =404ANWMAN MUD upws�"afftf oc� J 41 --Yoga I slip still" AWW Vlovm�*,Wp x w, ftdWs" POW pArim *=,Irow *~*maw . r&ammA m 2f �ljx�ze. V—N457. , dwafto =Whom rat 9 'WlP�%*AFW WW tme* rql AddA&Aww"Whwafft," I th, "WAkFa7dom4 i—i plov&w ;&smw*a= r~Am Me Mmfts" AINA "'Al'st am Mkkw tz, be ® Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CAFi1�6N ?WIfH5PORCH Model: M11: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/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. Seal# I Truss Name I Date 1 IT4386201 IA5 5/14/012 12 I T4386202 J A6 1 5/14/012 1 13 I T4386203 J A7 1 5/14/012 1 14 IT4386204 IA8 1 5/14/012 15 IT4386205 IA9 1 5/14/012 J 16 I T4386206 J A 1 5/14/012 1 17 IT4386207 I GRA 1 5/14/012 1 18 IT4386208 I GRB 1 5/14/012 J 19 I T4386209 J J2 15/14/012 1 110 I T4386210 I J4 1 5/14/012 1 Ill I T4386211. J J6 15/14/012 1 112 I T4386212 1 J8 1 5/14/012 J 113 I T4386213 I KJ8 1 5/14/012 J The truss drawing(s) referenced above have been prepared by MiTek `%0%J111118r11i�� Industries, Inc. under my direct supervision based on the parameters `��� BPS. A. . O .••• provided by Chambers Truss. `��.�•.•\G E NSF•.'9,y�.�� Truss Design Engineer's Name: Albani, Thomas P960 . 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 0 0.STATE OF :�� 00 components shown. The suitability and use of this component '.,'<`•'•'c� p?•'N���' for any particular building is the responsibility of the building '�;�5 O R , C:> designer, perANSI/TPI-1 Sec. 2. 11S;0NA; E�%`' FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 Job 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 ISVkUDOgX21WCfgALeIXGy3TKy0D71SbGTzGdvv 1-0 7-8-5 10-6-4 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 = 13 12 3x6 7x12 = 2x3 11 Scale = 1:59.7 10-6.4 204-8 26-4-0 34-0-0 10-6-4 9-104 5-11-8 7-8-0 Plate Offsets (X,Y): f2:0-8-0.0-1-41 1`4:0-3-0.Edoel, f10:0-3-14 0-1-81 f13:0-6-0 0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.19 13-14 >336 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.39 10 n/a n/a BCDL 10.0 Code FBC2010/fP12007 (Matrix) Weight: 171 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x6 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc: bracing. 10-13: 2x4 SP M 30 WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 6-14: 2x4 SP M 30 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8=-2310/1411, 8-9=-2368/1397, 9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-151912823 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 11111111f/�� 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; ,� .S • A . ACe Exp C; Encl., GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60 ��� E N (directional); plate grip 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,���0 ••'� Ci 5+' • '9 �� ♦ • �. F 'i i ' This ; 4) 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 39380 will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at .• joint 10. "Semi :. ATE l� Z 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. (V LOAD CASE(S) Standard AN � • '• 4 OR 10 N j �` °ss O N AC 1� �%%N FL Cert. 6634 May 14,2012 WARMNG - Vm ifij design parameters and READ NOTES ON 7T1S AND INCLUDED MTEK REFERENCE PAGE 01.7473 BEFORE USE, ,& Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 If Southern Pine (SP or Sept lumber is specified, the design values are those effective 00112012 by ALSO or ordoosed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL 1 1 Job Reference (optional) rs Truss Inc., Fort Pierce FI. 34982 . Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imMB PusHgDMO93McMLhB9pvzGdvu 1-0- 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-M 5-0 -M 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 m r d 2.00 12 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 [nor 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 48 45 zz- 12 11 7x8 — 2x3 II 3x6 C Scale = 1:61.7 CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) 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. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1 -8). 9=1 125/0-8-0 (min.0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. 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=-1536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920, 5-13=-373/161, 6-13=188/550, 8-12=-822/564, 8-11=0/309 NOTES 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 7711S AND fNCLEMED b f7EKREFERENCE PAGE ➢ffi-7473 BEFORE USE. f Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 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 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qly Ply 62' Grand Carton III with porch M11323 A7 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID:WSJgpGwalPpeur6hk9UjG5yuFUL-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 0 5-11-15 8-0-1 -0-0 5x6 n nn f.- 2.00 12 5x6 = 10 9 3x6 7x12 = 2x3 II Scale = 1:60.7 i 10-64 14-0-0 20-4-8 25-11-15 3440 10 6 4 3-5-12 6-4-8 5-7-7 8-0;1 Plate Offsets (X.Y): f2:0-8-0 0-1-41. f7:0-3-14 0-1-81, f10:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 164 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 ocIbracing. 7-10: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 4-11: 2x4 SP M 30 Installation guide. REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=3033/1714 BOT CHORD 2-11=-2831/5183, 10-11 =-1 412/2782, 9-1 0=-1 507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11 =-1 367/2696, 4-1 0=-8 13/405, 5-1 0=-1 72/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 111.111/ 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 ��`p,,,5 A. • .. A�e �I, 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom chord live load nonconcurrent with any other live loads. `�� �v`P. `�� �� ,•'� G ENS'-. �, •• a psf .• i �� 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 wideZI 3938 0 will fit between the bottom chord and any other members. O = * f 1. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 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 ;{� Z joint 7. �% ATE 1 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 •, .' LOAD CASE(S) Standard i�� <,� Q R \ e'•• \ % s;o ��C� %' N A; FL Cert. 6634 May 14,2012 A WARNnVG - Verify design parameters and RE9D N07ES ON THIS AND INCLUDED 147U7VKRRPMWNCE PAGE 101-7473 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 responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPl1 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. If Southern Pine ISP or SPo) lumber is specified. the desion values are those effective 00112012 by ALSC or proposed by SPIEL Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton ill with porch M11323 AB SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 --8-8 4 5ID: WSJgpGwal Ppeur6hk9UjG5yuFUL-A66WtBmkle5FlLfuK3ieQ3quDmkgogZWaLxiLLzGdvt -48 2127 24812 34-0-0 5-0- -8-4 -800000 8 -0 8--12 9-34 5x6 = 4.00 12 Zoo 12 3x4 = 14 5 2x3 11 5x10 6 15 7 12 11 3x6 7x12 = 3x4 = Scale = 1:60.7 10-6-4 9-10-4 1-7-8 12-0-0 Plate Offsets KY): 12:0-8-0.0-1-41.17:0-5-0 0-2-01.19:0-3-14 0-1-81 112:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.19 9-11 >336 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 171 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 "Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max 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) 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, 8-11=-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. 11; 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 ®WARMNG - Verify design parameters and READ N07LIS ON 77IIS AND INCLUDED M UKREFERENCE PAGE M71.7473 BEFORE USE Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0510112012 by ALSC or ororiosed by SPIEL 0 ADO •'�\ c�•E•-N�S� O:� 3938'0 ,. *. .4 Mir _ O.• ATE : 1111111 FL Cert. 6634 May 14,2012 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A9 HIP 1 1 Job Reference (optional) u» nc., o l_rc_ +_n nun: r.34u s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Pagel ID: _etC1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkle5FILfuK3ieQ3q 13mg2onKWaLxiLLzGdvt 11-0-9 6-7-15 10-0-0 15-2-14 20-4-0 24-0-0 27 4-1 34 0 0 35 0 q i-u-u 6-7-15 3 4-1 5-2-14 5-1-2 3-8-0 3 4-1 6-7-15 44 4.00 12 16 3x4 = 5 2x3 II 5x10 6 17 7 Scale = 1:58.7 3x4 = 1a 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 10-0-0 20-4-0 24-0-0 34-0-0 10-0-0 10-4-0 3-8-0 10 00 Plate Offsets (X.Y): 17:0-5-0.0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 Rep Stress [nor YES WB 0.95 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 156 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD BOTCHORD REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=-910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1216/687, 34=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, 5713=-1191/752, 6-13=-263/230, 7-11 =-1 58/383, 8-11=-424/384, 7-13=-818/443 Structural wood sheathing directly applied or 6-0-0 oc purlins 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. 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 A, WARNING - Vert, j1j design parmNeiers andRE9D M07ES ONTHIS AAM IMCLUD&11 MMKREPERENCEPAGEW1-7473 BEFORE USE. Design valid for use only with Walk connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component lately Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. f Southem Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or or000sed by SPUL IIIIlrrrrr� PS A 0 39380 {i O . ATE : 4 Q/` lI1111� FL Cert. 6634 May 14,2012 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Callon III with porch M11323 A COMMON 9 1 Job Reference (optional) �1 0 mers i Puss mc., ran Pierce ri. 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 ISVkUD0gX21VVCfgALelfuy9iKzgD71SbGTzGdvv 1-0- 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0- -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 4.00 12 44 = 19 Scale = 1:57.8 1� d 3x6 % 17 15 14 12 3x6 2x3 11 4x6 = 3x8 = 3x8 = 4x6 = 2x3 11 I 6-7-13_ 12-0-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 t;_9_n a-7-1 s LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >546 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=121010-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) 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 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 34=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 `,,,,pp,PS OPa6 39380 :ram :O.• ATE :w�C 1111111 FL Cert. 6634 May 14,2012 W G - Verify d�ignParmna. and RmD NOTES ON THIS AND INCLUDED wmKREPmw=E PAGE 1101.7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904. Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. 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 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job Reference (optional) usu mc., ron rierce n. 54uoc LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=-43(F) Hun: 7.34u s Feb 24 Z012 Pnnt: 7.350 s Apr 23 2012 MiTek Industries, Inca, Mon May 14 09:54:12 2012 Page 2 I D:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv Pg A. q�e �,. 0 39380 it a ATE O10 AN N A� FL Cert. 6634 May 14,2012 ® WARNmG - Venfij design P—wt— and RM MOTES Ou77us AND INCLUDED wmKREPERENCE PAGE Mi 7473 BEFoRg USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Wade, 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 11 Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Oty Ply Cadton III with porch M11323 GRA HIP 1 1 F62bGrand Reference (optional) unamoers I russ 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: etClcxC3ixVV?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18�-0 22-2-2 26-0-0 34-0-0 5-0 0-0 8-0-0 3-1-1 5-10-15 1 6-0 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 4x4 = purlins as shown. 11 14 9 7x10 s 17 6x10 4.00 12 4 4x6 19 vs 3 = 13 5x6 21 10 1 2 22 23IN N d 3x4 = 29 28 27 26 6 25 24 4x4 = 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = i 8-M 11-1-1 18-6-0 26-0-0 34-0-0 8-0-0 3-1-1 7-4-15 7-6-0 8-0-0 Plate Offsets KY): 13:0-3-8,Edgel. 121:0-3-8,Edge1 122:0-3-10.Edge1. 124:0-3-8,0-3-01 127:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl 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 >469 240 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 = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 'Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 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 at joint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26=1472(LC 8), 22=648(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13). 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=560/309, 3-5=358/948, 5-7=-616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-18=-616/1259,18-20=-2145/1219,20-21=-2145/1219,21-22=-2236/1203, 6-9=163/310, 9-11=154/376, 11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=834/497, 25-26=-373/630, 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. 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) 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 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 0 39380 Mir Z ATE ;� N A`I��,%�. //11111 FL Cert. 6634 May 14,2012 W1W G - Verify design parameters and READ NOTES ON THIS AND INCLUDED AITTEKREFERENCB 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 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 ANS1/T1I7 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 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply Carlton III with porch M11323 GRA HIP 1 1 162'Grand Job Reference (optional) �_�_� ���_•, �. �=w +��� Run:IA u5 reo z44u14 rnni:/.Sou 5 Zz62u12 MI I eK mcusmes, Inc. Man May 14 U9:04:10 ZU12 Paget NOTES ID:_etC1 cxC3ixW?huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 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(1`) OtPS i A f I q F 0 393 80 ATE 4C1Mir z AN .'.14 0 N A11 FL Cert. 6634 May 14,2012 ® WARAWG - Very-/y design pammirtefers and READ N07ES ON 7711S AND INCLUDED M MKREFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with Mlrek 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 iVliTek° 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/TFI1 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 specifiedthe design values are those effective 00112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply CIII with porch M11323 GRB HIP 1 16—TG�n1arlton rA b T ! - cAD: Job Reference (optional) •-•- • •--- • -• • • •-••-- • •• -,-�- Run: r.540 s reo 24 2us2 Fnnt: r.aou S Aprz3 zUls MI I eK Inaustnes, Inc. Mon May 14 09:54:16 2012 Pagel ID:SrRaEyyrgO4M78G4raWBL WyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr T1-0 C) 8-0-0 14-2-6 20-4-0 26-M 3400 35 0 001 80-0 6-2-6 6-1-10 5-8-0 8-0-0 5x10 4.00 12 16 3x8 = 4x6 = 5x6 = 5x6 = 6 17 7 Scale = 1:58.7 3x8 = lb 14 13 12 11 10 3x4 = 3x6 11 5x6 VJB = 3x4 = 6x8 = 3x6 — 6x8 = 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 NO Code FBC2010/TPI2007 CSI TC 0.92 BC 0.62 WB 0.71 (Matrix) DEFL in Vert(LL) 0.19 Vert(TL) -0.33 Horz(TL) 0.08 (loc) I/defl Ud 2-15 >999 360 2-15 >727 240 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT.CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at micipt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=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=1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8=-829/387 BOT CHORD 2-15=-169513431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=-992/1974, 11-12=-2381/1356,10-11=-2381/1356,8-10=-270/731 WEBS 3-15=-407/1219, 3-13=-1661/791, 4-13=-211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-10=-176613430, 7-10=-356/375 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 892 lb uplift at joint 2, 2537 lb uplift at joint 12 and 384 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, 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. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 3-7=-107(F=-63), 7-9=44, 2-15=-20, 10-15=-49(17=-29), 8-10=-20 FL Cert. 6634 May 14,2012 W Verlfg design parameters and READ NOTES ON THIS AND INCLUDED AIT EICREPERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.�� Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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/TPll 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 33610-0115 If Southern Pine (SP or SPp) lumber is specked, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 Job Reference o tional LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=555(F) nun: r.svu s rep z4 zulz rnnt: l.s6u s Apr zs zulz mi I ex Inauetnes, Inc. man may 14 09:64:16 2012 Page z ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fOpP EzGdvr ```,ttillllll/��141 0 39380 s .4 Mir = .00 ATE :�<U .,.c`� O R `O P `_,�. 0 N AL ��'% `% nnnt FL Cert. 6634 May 14,2012 ® WARMNG - Veri ftj design pa mnetes and READ IM77S ON MIS AND INCLUDEDWTEKREFEREMCE PAGE M71-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 33a t Blvd. If Southern Pine I SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSO or proposed by SPI& ' IM11323 62' Grand Carlton III with porch Hun: 1.3405 Feb242012 Pnnt:7.350 s Apr 232012 MiTek Industries, In ID:x17zSlzTbJCDIIrGPHIQukyuFUI-7VEGltn HFLyXfpGF -1-0-0 2-0-0 ' 1-0.0 ' 2-M li 4n MiTalf 1'T()F_NAII " nn4nil fnr f•nnnnf•4inn 4n 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/TPI2007 (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(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) I/defl Ud 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 2012 Scale = 1:7.7 Weight: 8 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied, or 2-0-0 oc purlins. 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 ,,,,`BPS �!4�Ir q ��o� � G•E N SF 39380 �. MIZ = O . TAT E ON A1- ��%% 111111 FL Cert. 6634 May 14,2012 ® WARNING - Verify design parmnete and REdD N071S ON 7TIIS AND INCLUDED M773ICREPERENCE PAGE MI-7473 EEPORE 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 responslbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding iVliTek" 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 00112012 by ALSC or proposed by SPI5. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 Job 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 09:54:16 2012 Page 1 ID:PDYLfd_5MdK4MSQTz7ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfpl fQpP EzGdvr -1-0-0 4-0-0 1-0-0 ' 4-0-0 Scale = 1:11.0 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=69/Mechanical, 2=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. 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 end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard '��'•• �'` C E N 3� --•—[ice 39380 +! �� * . . Mir 5 ATE .' Q ,0 N A' `� %%%. FL Cert. 6634 May 14,2012 ® WARNING • Vert.& design parameters and REdD N07ES ON 7TIIS AND INCLUDED J=KREFERENCE PAGE M I-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 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 06/0112012 by ALSC or proposed by SPIIL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J6 MONO TRUSS 8 1 Job Reference o tional 1-0-0 3x4 = nun: r.mu s re 24 201Z Nnnt: 7.3bg s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Pagel ID:tP6jtz_j7xSx_c_fXi4uz9yuFU G-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq Scale = 1:14.2 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 0.86 BC 0.74 WB 0.00 (Matrix) DEFL in Vert(LL) -0.07 Vert(TL) -0.18 Horz(TL) -0.00 (loc) I/deft L/d 2-4 >964 360 2-4 >385 240 3 n/a n/a PLATES GRIP MT20 244/190 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 (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=5211; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at , �t1tJ1 11111111111 joint 2. A 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,% 0_\`,A•`•P LOAD CASE(S) Standard ��, �.' ��G E N,9 ••�'9 i��i 0 39380 . ATE : Z. 0 FL Cert. 6634 May 14,2012 A WARNING - Verify design parameters and READ N07ES ON 771IS AND INCLUDED h]1=REFERENCE PAGE hill-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 Miek. 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/TPII Quality Ctiterla, 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 Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. 4 k, I Job Truss Truss Type Qly Ply 62' Grand Carlton III with porch M11323 JS MONO TRUSS 20 1 Job Reference (optional) cun: 7.340 s Feb 24 2012 Pnnt: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 I D:tP6jtzJ 7xSx_c_f)(i4uz9yuF U G-bhoe WDo d2ZTp9pOT?C FL2iS U Gzwn?MvyGJ9MygzGdvq 8-0-0 8-0-0 Scale = 1:17.3 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 26 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 _ BOT CHORD 2x4 SP M 31 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. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 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 FL Cert. 6634 May 14,2012 ® WARNING -Verify design parmnefers and READ NOTES ON 7711S AND INCLUDED b917EKREFERENCE PAGE MII-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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, Parke Eat Blvd 5 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06f0112012 by ALSC or proposed by SPIEL J t• 4 Job Truss Truss Type City Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS 4 1 r•s,�ms.eT T..-.. �.. Job Reference o tional -----•-------- --- ,.u,,. ,...•rva ,cv cn AviA rnnb,.uw.s pweui<rvn�ertIWUSIf1e5, ino. wion May 14 UU:04:1 r ZUlZ rages 7-3 4 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq 1-5-0 15-0 11-3-0 7-3-4 3-11-12 Scale = 1:20.3 3x4 = 2x3 II 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 244/190 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 FBC2010rrP12007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly appliedl 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 BOTCHORD 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 lb 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, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) FL C'ert. 6634 May 14,2012 A WARNfNG - Veri fti design parmaeters and READ NO7ES ON 7HIS AND INCLUDED M FX REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with Walk connectors. This design is based only upon parametersshown, 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 HT 31 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 Criteria, DSB-89 and BCSI Building Component . Blvd s e East Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke 33Blvd 5 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 05101/2012 by ALSC or proposed by SPI& Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'(l 6" For 4 x 2 orientation, locate plates 0-'Al' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. S PLATE SIZE - Y The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents current/old values as published b text in the bracing section of the y g NDS by AWC in the proposed 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 (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. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2012 MiTek@ All Rights Reserved Dili 0 MiTek a MiTek Engineering Reference Sheet: MII-7473 rev. 01/18/2012 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See_BCSL 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. Z1. MIN, SETBACK R FRoNb to SIDES ONR SIDES c) 66 RED O ' ZNJG ' AR -ID TECH. R<PL [3 A I-f- -p- 41 C3 P'4 Is /a ri T4 I 7- COPY v , 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: __'K'Q Qcot C\ Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30:0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 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 I EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits 'CF, Pstat Total Proposed Modified Loads:, 26.16 Glass/Floor Area: 0.079 PASS Total Standard Reference Loads: 32.81 �7�7 I hereby certify that the plans and specifications covered by Review of th plans and tt,TKE STq?• this calculation are in compliance with the Florida Energy specificatio covered by this 7%+, _ Code. calculation ndicates compliance vj� ii,, - ^� •.��` �' '��:.; °„ {0 with the F orida Energy Code. Before is ++rrr ',• •. r ' PREPARED BY: DATE' \��` nstruction completed this b 'ding will be inspected for Ct 0 com iance with Section 553.908 t o I hereby certify that this building, as designed, is ' ompliance FI rda Statutes. COD with the Florida Energy CodeA W'E OWNER/AC,FNT• _ " �: - -Y DATE: I BUILDING OFFICIAL: DATE: svi-)'}k '12> - 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 i 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 Blocks 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ftZ __-_ 0 0 1 ROOF v # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft' 0 ftZ 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 ftZ N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 L WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Belo �, Space V # Ornt To Wall TypeR--N/alue Et In Et In Area 13--Valup Fraction AhSor w 1 N Exterior Concrete Block - Int Ins5loomslnBloc 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 InsRoomSInBIoc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsOl00msinBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block,- Int InsOloomslnBloc 4.3 35 2 8 0 281.3333 0 01 0.8 0 6 W Exterior Concrete Block - Int InsEl00msInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomSInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 - WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang 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 Oft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Return -- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin X Jan Feb X Mar [X]A r X] Ma [X] Jun X] Jul Au Se Oct Nov ]Dec Heating f X� Jan Feb �Xj Ix � Mar [X] Apr X] May [X] Jun IX ] Jul Aug rXj JXXJ Sep � Oct r XNov jXj ] Dec rX Venting X Jan Feb X Mar (Xj Apr rX] May [X] Jun Xj Jul Aug X Sep Oct XNov j 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: j gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & I 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can i meet the load. Ducts 403.2.2 I All ducts, air handlers, filter boxes and building cavities which form the I primary air containment passageways for air distribution systems shall ibe considered ducts or plenum chambers, shall be constructed and I sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 i Building framing cavities shall not be used as supply ducts. Water heaters 403.4 I Heat trap required for vertical pipe risers. Comply with efficiencies in I Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 I I + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation i ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 j Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas i HP shall have the capability of operating at two or more speeds. Spas iand heated pools must have vapor -retardant covers or a liquid cover or 1 other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters I minimum COP= 4.0. Cooling/heating 403.6 I Sizing calculation performed & attached. Minimum efficiencies per I Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 c. N/A R= ft2 7. Windows— Description Area 11. Ducts z R ft a. U-Factor: Dbl, U=1.30 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Electric a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2EF: 0.9 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building 'onstruction through the above a gy saving features whic ill be installed (or exceeded) i this home before final inspect) therwise, a new Display Card will be completed lased on installed Code cornatures. _ _, kddress of New Home: Date: City/FL Zip:7K�k,--;�,.6(Ze SHE ST,q?Ao�+ v coo WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software f -� Project SummaryJob: - wrightsoft® � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Proaect Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design 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 (ftZ 1446 1446 Volume 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 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data' n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btut Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 19 Wrl ht50ft' 2012-May-I 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: -�- wrightsoft" Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg 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 AH R I 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 COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GIRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 M S B D R M 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 B D R M 2 196 3577 2100 166 100 377 42 1R MASTER LAV 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 1 �CA EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 A n44o4 7Q7A7 QA7 QQ7 IOIALJ Ift•tu .1 Su' 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 /4CCA EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�+ wrightsoft` Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name 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 M Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 6 W, 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 I--G 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 L_�C 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 %t12C-osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 -G 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 ILS12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 111,10 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 L-G 2A-2om 0.B40 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-0bw 0.097 2.72 0.85 204 204 554 174 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 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain I 14501 11279 921 558 12 a) Infiltration 2898 794 106 01 29 0 b) Room ventilation 0 01 13 Internal gains: Occupants @ 230 2 460 0 0 0 Appliances/other 3600 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 17399 16133 1027 588 14 15 Subtotal Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 1 19792 1144 674 Air required (cfm) 1 94719471 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri Ftatsoft' 9 2012-May-15 09:13:19 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 1 / � EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsoft' Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT 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 ft2 45.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool IGross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-OSW 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 26.39 0 0 0 0 0 0 0 0 11 Val 12C-Osw 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-20m 0.940 s 23.52 25.39 0 0 0 0 0 0 0 0 11JO 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 L-G 2A-2om 0.940 w 23.52 66.18 0 0. 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 56 56 152 48 C 168-30ad 0.032 0.90 1.68 483 .483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 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 1 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 0 0 14 Redistribution Subtotal 0 6362 0 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 1 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wri htsotFt' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 8.0 ft heat/cool 7.5 ft 8.0 ft heat/cool 3 Room height 1.0 x 154.0 ft 7.0 x 7.5 ft 4 Room dimensions 154.0 ftz 52.5 fto 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft2 - °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 WWT 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 %I--G 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 0 0 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 tj12C-Osw 2A-20m 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 60 0 54 0 138 118 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 6 1 141 397 L_G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 68 68 185 58 0 0 0 47 0 88 C 16B-30ad 0.032 0.90 1.68 154 154 138 259 53 53 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 0 0 133 0 36 0 b) Room ventilation 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 2400 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 323 2564 744 855 14 15 Subtotal Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 42 I 1146 55 Air required (cfm)i 17 141 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wri F�tsoft° 9 2012-May-15 09:13:19 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 3 'CC"OEAWrights oft HVAC\Wynne Corp162' WYNNE GRAND CAR LTON II .rrp Cale = MJ8 Front Door faces: N - wrightsoft` Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 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) (Btu ft2) '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-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24. 0 0 0 0 15 0 265 334 2A-2om 0.640 n 23.52 25.39 0 0 0 0 15 0 353 381 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I- G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0:091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-20m 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 53 118 266 266 238 447 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 ill 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 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 220% 34% 14 38 22% 34% 896 760 Total room load 77 149 1 4973 2990 Air required (cfm) 41 71 1231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 0 wrightsoft' Right-SufteO Universal 2012 12.0.04 RSU05864 Page 4 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N f wrightsoft• Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall O ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 112 45.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 1pf 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 ��Gp 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0' 0 0 0 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 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 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 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 11 21 1 1241 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt�tsoft. 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft° Right-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 BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.6 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6�12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0. 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0, 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 WI 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 - 2A-20m 0.840 w 23.52 66.18 0 0 G 0 0 0 0 0 -G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 1213-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 101 10 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% 6451 533 22 0 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri hts Oft" 2012-May-15 09:13:19 9 Right-Suiie® Universal 2012 12.0.04 RSU05864 Page 6 Ar-'C'k E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N OF SURVEY: BOUNDARY I PLOT PLAN U C TIE IN I FINAL I IUNUUKArr11c COMPLETED ON: 7-24-13 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 14901 TUCAN STREET, OF �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNTY, FLORIDA. I� �u. SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. w 3. THIS SITE LIES WITHIN FLOOD ZONE X , ACCORDING TO II ' THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: o ,- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ;5 ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = v� 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF TUCAN STREET HAVING AN ASSUMED SF = SQUARE FOOT C9 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT = DELTA OF CURVE OF FAIRWAYS, OF ST.LUCIE COUNY, FLORIDA 0 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY T LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. SCALE: 1 "=30' DATE: 7-24-13 DRAWN: CJM JOB NO.: 13-1646 DATE: PERMIT #: / 3 o 6 -o o `Z- 20' PAVED ROAD TUCAN STREET TOP OF BANK WATER St.h Lucie Co. F Datej "�) I1 /rpproved RECEIVED JUL 2.5 2013 14901 TUCAN STREET LAST FIELD DATE: 7-24-13 ALEXANDER J. PIAZZA PSM, INC. WYNCERTIFIED T0: YNNE BUILDING,,CORPGRATIOPJ , Surveying • Mapping • Consulting 619 SW Biltmore Street *LEBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 ALEXAND J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2013\DWG\13-1646.dwg, 7/24/2013 12:32:39 PM