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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY ' _P #: ` SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # J /I (� „�� 1 sr FL' ELV MAX HGT. CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT 1 HABITABLE RA� PERMIT 1 CODE 1 1 AREA FEE 1i1 (RADON) LIBRARY. PUBLI LD PUBIC BLD PARKS IMPACT IMPA F IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL R CREDIT Y N LAW ENF IMPACT PACT 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 FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE ., 1W.41 6 •� /' [ ?/ RECEIVED 1 - DATE i-�_ COMPLETED, INITIALS - tv §EQNL PLAN REVIEW FEE: 3 ECEIPT NO.: -D PERMIT NUMBER: CONCURRENCY FEE RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue t �OR10P-: Ft. Pierce, FL 34982-5652 ..SCANNED 772-462-1553 BY St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: ��7�� '� �. \�5� `�• Spanish La es 2. PROJECT NAME: Pa i r w az G SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 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: t t` BACK: �� RIGHT SIDE: �_ LEFT SIDE:R, 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [$] NEW CONSTRUCTION [ ] EXPANSION/ADDITION (I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: �� 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is MOO or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Lt1 ADDRESS: 8VUU b. UJ1, %��f Ai�'1! STATE: F L ZIP: 3 4 9 5 2 c %F6 CITY: Port St Lucie PHONE (DAYTIME): q 7 2) 8 7 8— 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): C__) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: OB898 BUSINESSNAME: Wynne Development Cor oratio QUALIFIERSNAME: Matthew Lyle Wynne ADDRESS: 8000 - S. US1,: Suite . 402 Port St. Lucie STATE: FL ZIP. 34952 CITY: PHONE (DAYTIME): 9 7 2 8 7 8— 5 513 FAX NO. 7 7 2— 8 7 8 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. Stuart STATE: FL ZIP: z4aoti CITY: . PHONE (DAYTIME): (l l a 2 R 7— R 2 ri R BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IN PORTANT NOTICE-. 0 11 a i�Q* t is issued and it is not picked up within 60 days after notification it will be voided and returned to you by nail. 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 structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full. concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT ----------- TO ATTACHMENT. ---------------------------------------------------- --- OWNER'S AFFIDA I certify that all the foregoing information is accurate and that all wi with all applic a laws regulating construction and zoning. OR;S GNATURE` C®NTRACTOR 4rJaWNER©RC',�s - STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Luc The foregoing instrumentwasacknowledged before me this � n day of Y I' ! ys-y 20 ► a by Matthew T Y1 a lanne who is personally known v Or has produced identification. done iofcomnliance The foregoing instrument was acknowledged before me this 1O day of ?� , 20_1_a, by Matthew Lyle Wynne who is personally known &-"' or has produced as identification. Signature of No Signature of No ' DOROTHY ANN HAFNER DOROTHY ANN HAFNER „`� : Notary R State of Florida Commission No. ' _ " • �s Notary(Bi�) - State of Florida Commission No. : * _ " My Com x Tres Oct 2, 2012 "sN " •; My Comm. Expires Oct 2, 2012" °��;� Commission # DO 827096 %��F°a F�Oa�°.` Commission # DD 827096 ''•° „`'` Bonded Through National Notary Assn."'��"'`` Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF AP ILTNUM 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, CLERI: 7,:'" THE CIRCUIT COURT - SAINT LUCIE COT—T- FILE # 3705490 OR BO(� 391 PAGE 704, Recorded 05/18/2012 I' )'2:32 PM AFTPR RECORDINO�RETURN TO: PERMIT NUMBER- 1'I,6.g1 re 6 rc 0-d ton. 4%hdo J •f NOTICE OF COMMENCEMENT The u„dersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter III, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTIOr! OF PRt1PER1'Y (f,egal description and street address) TAX FOLIO NUMBER: -1 3 0 6-1 1.1 — 0 0 01 —�10 0 ID ^ JSUBDTVISIOC� a rway3BLOCK TRACT LOT BLDG UNIT 1 1!S 7,h�n�pS-3�.i3 6/7 34 39 all that part lying northeast of 95 g 2.GENERAL. DESCRIPTION OFIMPROVEMENT:, Single family residence n3. OWNER INFORMATION: a. Name Wynna FlttiIriinq r�orporation b.Address 8000 S. US1, SUite 402, PSL, FL 34952 c. interest in property 1 d. Name and address of fee simple titleholder (if other than owner) 1 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation / n 8000 S. USlr Suite 402, PSL FL 34952 772-871`1-5511 _ 5, SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by C� Section 713.13 (1)(2) 7., Florida Statutes: PHONE NUMBER:Tom Lee Spanish Lakes Blvd- Ft. Piercer FL_ 201- / NAME, ADDRESS AND 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 0590 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration dale of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ; 20_ , Matthew Lyle Wynne, Vice -President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized OlTicer/Director/Partner[Manager State of Florida County of St T_l! r- i e - ^�7 The foregoing instrument was acknowledged before me this / I /_day of ,9: Y • 20� ' gy Matthew Lyle Wynne as fAC.F Pecs,t r&7y i - (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of parry on behalf of whom instrument was executed) Personally Known --"or produced the following type of TD: DORODbF FNER ;:°. �'; Notary Pof Florida 1 )p �P �TIJ Y lTNr f �A�X �jlt ,v a My Comt 2, 2012 Printed Name of Notary Public) (Signature of N t Public)°.' Commi627096(Y Bonded Throtary Assn.Under penalties of perjury, I declar at I ve read the foregoing and that the facts in it are we o e e e m w belief (section 92.525, Florida Les Si leis wner(s) or Owner(s)' A horized OflicerNirector/Partner/Manager who signed above: By: BY Re, arga�i0at(Raa,alntl STATE OF FLOR10A ST. LUCIE COUNTY THIS FS TO CERTIFY r�iST Tu TRUEANOCORPccT r,1 ^ISISA 10RIGINAL. t „t'r(;,,F nq i. ��IQ . . W1,,_AE BUILDING CORPORA",_ --'IN 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie June 12, 2012 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6140 Spanish Lakes Blvd. Permit # 1205-0264 To Whom It May .Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved out of the park by the homeowner. If you have any questions I can be reached at (772) 878-5513. T Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 6-SEP-2012 06:12 FROM:SOUTH COASTai 1] 7723446042 TO:461< P.1/1 aa�aa�z01� 12:40 iltWwb t 44 j' j SLC ZWSPEC i� IONS PAAE 01/01 AV FortjP,1mv% ML 34962 772-414= :W POW C11O.RTIFICATE Of TERIwTTE _ THE CO NSSTRUCT'IDN SOIL ENT PERMIT 08 A R 3S,: R: 4 r BUILDENCO PEST COMTtOL CO CtOR: r =' PEST CONTROL- LI NSE:. II W+, thm u thak we he , m prebresW tbw Ame dauaibed co Jbn br su t in arm wolf ft O�indard* of tm Noubrud Contrl organ. / Square feat N area twft d: —_� Che ma Low: of SOILd .. +� ' Total pallor m used: Ipementace a ova. of Tbo of T� —Re-Treat 1 Treabn .�'� ent edird r Mr nal , —Trot a bftnbmftrift Stgmun or Maia; T1lwu moat Lir a , � � ' ' I►+fid dare cr snd � it m�r�atbe an tli�e,�tab Av E�p+rd yv by d�. t ar'aMalikgv�ci�Crr ar Noalad a rsadfxr raclf4.za cam: r� tV ib, ua< ,VIr , y� „�► befit toAW St l.ucIG County tr�qu rnor dfe Anal In n 1br Cb, a POrnqu lent Sticlorr planed on the few Orml9no agtf ;� 0, ?0,? St. Lucie County Building & Zoning Depalrt>< wnt 2300 Virginia Avenue Fort Pierce, VL 34982 772-462-21.65 Fax 772-462�6443 Request for 30-Day Temporary Power Relea,•,e Date: ASAK�_. Properq Address: Permit Number: �r.. (�J —(3901R. THE UNDERSIGNr,,D HEREBY REQUEST RELEASE OF ELECTRICAL POWER. TO THE ABOVE DESCRIBELD PROPERTY, FOR A PERIOD NOT TO EXCEED TI:JIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPAA ATION FOR FINAL INSPECTION. IN CONSIDERATION Of APPROVAL OF THE RE, QUES r WE HEREBY ACKNOWLEDGE .AND AGRIA;E AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than thatpermitted by construction during this tint, period_ 2, As wltness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporates] hei ein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the prem!se is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for, the request. Power may be removed from the site and/or a Stop Work Ord., r issued if the Filial Inspection lags not been approved within 30 days. A fee of $100.00 will be required to lift tine Stop Work Order. WE N i REBY RELEASE AND AGREE TO HOLD HARMLI}SS, ST. LUC":E COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYP14C OF NA'T.'URE WIICH MAY ARISE NOW OR IN THE FUTURE OUT Olt THIS TRANS ACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNI CTION OF ELECTRICAL POWER 1 THE EVENT OF VIO�4'ATION OF THIS AGIZ CEMENT. OWNER CONTRA CONTRACTOR SIGNATURE DAT DATE 4DATE �j ccmcx54550495 Plant.! Begin Loading:' To Job., Arrive Job; it Unlo d:� Sta I a Finish Unload:. Leave Job: Return Plant: Customer Code: Customer Narne:, tusf6rn6rJohNumber:. Order Coda (Date: ... :'�:"'Pr9ject'Nimw Project Cccle�-' m a' Order -8---- 6 —P u er. % &22t Vf:�A 14A Iff "Tif"Z4 -yk Ticket Date: Deiivery Address: Map Page: Map/Row/Column: 7 /25 61 1 E,,F! BI- U, ID Delivery rspatc er., CX 1-v AU L Ticket Number: V 31 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: Q A. 001i"S"32 1 (192,06. DAY"- Z31EMS BLAN%IGw E'l)"k LOAD CUMULATIVE ORDERED PRODUCTION DESCRIPTION om UNIT PRICE AMOUNT 'QUANTITY QUANTITY QUANTITY MATERIAL CODE U 1 (J. W 'X`s, 71 4: U`— 45 PH *E FU G I J R 1 1 f R i -3 r,, U NV I fl, 10 M E it T f L 117 A z", V _J Cash Check #/ Auth Code: Signature of Driver Receiving Cash: Cash Received: Tol'alCOD OrderAmount to Collect Without Standby Charges. Check Charge Comments: WATtR,ADbE�. ROM: D AL YARDSIN D :: WHEN ADDED. IF 'M . ..... liNt-5 X, y SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE Ll LOAD WAS TESTED BY: buj, drivers ,4;o p!Wqq SPECIALTERMS: Any water added is at customers own risk. If water is added on job, concrete siren 'idAnages, ii p Comp materials 'where the customer designates, but,the REQUEST: SIGNATURE d on job, siren any'aspumes no responsibliiiy40, iolde curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Mat t t� terms f sale and delivery and accepts �*Oifcr6te'is is c I for imp 0 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 imp rm control after delivery, this Com�a'-h�,Will,hot accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional i6nformation. within concrete. Ruyersrenepfion-slsql�d claims be deemed waived'unless fnade'to us in writing AUTHORIZED SIGNATURE: w thin6e business dgyafterthe �r� ,p t of materials. rl Iq IVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously execute(' ,dit Application, it any, Seller's Standard Terms and Conditions, Seller's Quotat if any, and Seller's Order Confirmation (, iding limitations of warranties), as if fully set forth on this Delivery Ticket, ("Agr( nt"). Seller will provide the Standard. Terms and Conditions upon. request. Buyer agrees' that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. jXVt ANOWAX-04 DLWYA'VPj DF &V 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 silice*ous 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 bums 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. grinding, If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts ofararno- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged. contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega include como referencia dI comprador (ya previamente ejecutada en su ap.1icaci6n de er6dito),- cualquier t6rmino estdndar, condiciones delvendedor, propuestas del. vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acue.rdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos estAndares y condiciones d.etal- lados en caso de asf ser reLlueridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron eDtregados como se expresa en el mism.o*. Acepta pagar el monto de acuerdo at contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENT® / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Z, --I Los productos de agregados son materiales naturales como piedra caliza, dolomita, pranito, coca volcdnica, arena, gravy y otros Z:1 I materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaffilerfa., pozzolan (tipo IP), aZUICjo de! azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolornit-a 1 granito, coca volcdnica, arena, gravy, y otros materiales silicios. Estos productos incluyen,c.enizas volantes (fly ash.) la cual puede contener Inds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar iffitaci6n en I ' os 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. Polvo del manejo en el trituramiento, pulido, torte y/o perforacio'n"puede contener materiales silicos, los cuales pueden. causar silicosis pulmonar y cancer si son inhalados-.''E.rt caso-de ser ingerjd6m'-,'4.nantenerse en ternperatura cAlida, reposar y tomar grandes cantidades de a -s pueden c60"" ,, IntC "e tCtilftmoniaco. agua. Las ceni� rit I La hum la liberaci6n del amoniaco. La ii-iftila, i6m I -,Ir tbr t if acion o edad puede causar .la quemaduras en la nariz, garganta y pulmones. Acudir inmediaiai -I ren ia.,qalud.de'vende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel.*'Use guantes, Prinieros a&cuada Para protecci.6n. LAvese las manos con jab6n suave y agua despu6s del mane.jo anxilios: polvos. Si se expone a polvos Inds de los limites recomendados, use protecci�)n resp.111 Primeros auxilios: En caso de contacto en los ojos, imnediatamente fluya agua 'Ic. :Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene conga agua. Acuda a atenci6n m6dica inmediatament6 si la irritaci6n continua;�, '0 CEMEX_ 920 Memorial City Way, Ste. 100 Houston, 'texas 77024 Para Inds informaci6n visita www , y ropy inhalar 1 1 St Lucie County Building -&a Zoning 2300 Virginia Ave •'`lpR� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne B u i di ncr Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street addre1s or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise 'the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist•Plumbinq & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofincf & 2hFn7 Wateroroofincr, LLC CC('1329592 Gas IIPERMIT I I ISSUE DATE: NUMBER: ny� G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: CQog5' State of Florida Certification Number (If applicable): OO n C% 62 S•f- W �e G6 �^C��C , have agreed to be the (Company Name/Individual Name) e !e c f ri c.a I sub -contractor for W,(% ✓1 U yoaml co(p - (Type of Trade) (Primary Contractor) for the project located at. A�tA �c� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED IGNATURE PRINT NAME DATE Business Name: S J L C-5 I QGi Y; c, �1� Address: City/State/Zip: Phone: -7 -7a— q&4/_ /01f/o email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT ' - r BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT . - SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (Ifapplicabie): 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 Fort Pierce, Fl. 34945 DATE 461-1969 email: lindquistplumbing@ymail.com nFFTf F. TT.CF ONLY: PERMIT # v ISSUE DATE J ST. LUCIE COUNTY PUBLIC WORKS yBUILDING & ZONING DEPARTMENT �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 2 R R State of Florida Certification Number (If applicable): C A r n 7 d 3 7 9 comfort Control of St Lucie County, Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project StreeOAddre or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry ff�� V4 � �_ IG J PRINT NAME Zimmerman DATE Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 r;0 J Ri 1 i-mnre 41 rPAt City/State/Zip: Port St LuciP, FT '14983 Phone: ( 7 7 2) 7 8 5— 9 01 9 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (if applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofinq & Waterproof ing,LLChave agreed to be the (Company Name/Individual Name) Rr)nfinct sub-contractorfor Wynne Buildinq Corp. (Type of Trade) / (Primary Contractor) for the project located at \ (Project Street ddress 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 AIU REQUIRED Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Treasury Coast Roofing & Waterproofinq, LLC Address: J R1 4 SW Ri 1 tmore St City/State/Zip: Port, StTL,11 C J_ e, ET 34984 Phone: (�7,72_)3 4 3- 8 3 0 3 email: OFFTCF, USE ONLY: PERMIT # ISSUE DATE Property Appraiser - St.Lucie C . ty, FL Page 1 of 1 Wynne Building Corp Record: 1 of 7 Property Identification Site Address: 6487 SPANISH LAKES BV Sec[Town/Range: 06 :34S :39E Map ID: 13/06N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 5/1 /1986 1315000 02 CV 1 /1 /1984 674200 02 CV f1/Mi9N WA 69MCEf Iq Iv97 12 00 e ova e >w PROPERTY RECORD CARD «Prey Next » Spec.Assmnt Taxes Exemptions Permits Home Print Parcel) D: 1306-111-0001-000-0 � CIE C�G2 Account*: 4031 GO f Land Use: PRKG/MOBILE City/Cnty: St Lucie County Legal Description 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH LAKES FAIRWAYS (P1335-5) AND LESS THAT PART More... Assessment 2011 Final Total Land and Building Book/Page 2011 Final: 22015900 Land Value: 7995000 Acres: 326.34 0502 / 0947 Assessed: 22015900 Building Value: 14020900 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 447928.9 BUILDING INFORMATION Exterior Features View: RoofCover: - RoofStruct: ExtType: MHPK - MH Parks YearBit: 1990 Frame: - Grade: Y_C - Commer C EffYrBit: 1990 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 1052 SecWall: - Interior Features BedRooms: 1453 Electric: - PrmintWall: FullBath: 0 HeatType: - AvgHt/Fl: 1/2Bath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. YrBlt. No. Land Use Type CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEW - CHAINLINK 10 Y 1 343 AV AV 1990 FEN4 - CHAINLINK 4' Y 1 95 AV AV 1990 0 Measure Depth 1050 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/Pre.asp?prclid=13061 1100010000 5/21/2012 4, No. DESCRIPTION Section -2- IM BUILDING PLANNING (Chapter 3) Weathering area J. Lf-rrDL-� LOCAL DESIGN CRITERIA (Table d.2(1) unless noted otherwise) Floor live load (Table R301.5) �/ 5 Roof five load (Table R301.6) 3 7 Ground snow load it/ /-0 Frost line depth psf Termite area Vf y�A psf Decay area 71a psf Basic wind speed % '� O mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) 1 / f 3 Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) Winter design temperature - Ice barrier underlayment required Flood hazards i`/ 64 EXTERIOR WALL LOCATION (R302) i rating - y� thn -hour fom lot line (R302.1, Table R3021) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS 3u3 mrou n callingceiling_light njuo 'n' tnra' re Useft2 Width ----------- - Natural ventilation" 120 7'-0" 7'-0"- 5'-0" 8% floor area 4% floor area 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area N.A. N.A. T-0" 5'-0"8% floor area 4% floor area 70 7�-0 7�-0'�5'-0° 8% floor area 4% floor area N.A. N.A 7'-0" 5'-0"t 3 square feet iV2 square feet . See Sec(fons R303.1 & R303,3 for mechanical ventilation and artificial light t 6'-a" min. over plumbing fixtures. Required heating (R303.8) SANIT}TION (R306 and R307) Water closet Lavatory Tub orshower Kitchen area with sink 0� Sanitary sewer (Chapter 30) A/44 Private disposal (Appendix f) GLAZING (13308) / -51 Identification (R308.1) AV 0 Louvered windows or jalousies (R306.2) Human impact loadalhaia-diius bcatrons— (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 13(8" solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309, i.1, R309.1.2) Garage -dwelling separation; '/i"gypsum board on garage side, except 11e" Type X re- quired below habitable rooms (R309.2) -3- - Floor surface noncombustible; sloped floor (R309.3) %V! f9' Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" flat clear width; maximum sill height= 44" (R310.1- R310.1.4) fL, 114 Window wells (R3f0.2) h-eA Exit balconies (R311,2.1) Exit access or hallway >- 3' (R3fi.3) One exit from each dwelling unit (01 f.4.1) i/ Landings for doors (R311.4.3) % Stairways; minimum width = 3'0"; maximum stair rise = 7314"; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 6'8" (R311.5) %��14 Landings for stairways; minimum dimension 36" (R311.5.4) IV4P Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) _&' Ramp landing, minimum 3' x 3' (R311.6.2) ID Ramp handrails; one required if slope > 1:12 (R311.6.3) DWELLING UNIT StNAKAI IUN (MO I /1 Under stair protection (R-"" 2) Handrails; required on ors aide of stair, hand- rail height = 34"to 38"; Type I or Type fl grip (R31l.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-family dw s: 1-hour fire -resistance rating (R317.1 Supporting construction (R317.1.1) Townhouse: 2 hour exception ll17.2) �AL14Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (13318) Location and interconnection (R313.2) Required (R31B.1) Power source (R313.3J DECAY AND TERMITE AREAS (R319 and R320) y Protection required (Table R301.2(1J, R319.1, ) 1415-�O` Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) !! Flame spread (R31li.1) Smoke -developed index (R316.1) Attic (R316.4) fevy/ Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) W.�.10 Premises identification Ill I.1) ACCESS1L1TY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) , l/ Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) I----t 4 Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �j Wood foundations (R402.1) Concrete, compressive strength (R402.2) FIIOTINGS (f103)-- ------ - ---- ---- ----- -- - Soil bearing value (R401.4, R403.1) ooting width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403,1.1) A/r� Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) f1l 0 Sill plafe bolting in concrete/masonry ='/f di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table Footings adjacent to slopes (R403.1.7) . Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls Av(R404. 1. 1, R404. i.2) -4- 5DC D provisions (R404.1.4) Maximum wall height [Tables R404.1(i) - R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] TABLE R403A muvuviuin 1,506 Conventional li ht—frame construction 1-story 12 rl Ul- GUNGRETE OR MASONRY FOOTINGS li qSY LOAD -BEARING VALUE OF SOUP F 2,000 i 3,000 12 12 12 2-stor 15 12 12 12 3-stor 23 i7 12 12 4-inch brick veneer over light frame or 9-inch hallow concrete masonry 1-stor 12 12 12 Ell 12 2-story 21 16 2 12 3-stor 32 24 6 12 8-Inch solid or NOY 1-stor grouled masonry 16 12 12 12 2-story29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa a ��eFe Fni: iatam faoliag 1uirl1h is i2 inrhaq, a single n1he of solid or fully grouted 12-inch nominal concrete masonry units is permilled. FOUNDATION WALLS (cont'd.) COLUMNS Maximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] structural requirements (R407.3) Minimum nominal. wall thickness [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1� Anchorage (R407.3) R404.1.1(5)] �� Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard �. R404,1.1(2) - R404.1.1(5)] Height above finished grade (R404.1.6) weight) (R407.3) UNDER -FLOOR SPACE (R406) Sill plate size (R404.3) Ventilation (R406.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R406.4) are below grade (R405) of debris (R408.5) Soil class (Table R405.1) _Removal Dampproofing if basements are below grade" . Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table` (R406.2) If uninhabitable, see under-flbor space (R408) FLOORS (Chapter 5) � WOOD JOISTS AND GIRDERS (R502) . — 6-eanng 1:5" mmlm 1; 9a "-_ - masonry or concrete) and lapped joists (3") Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepingg areas, LL = 30 psf [Table R502.3.1(1)) _ Lateral restraint and bridging (R502.7, R502.7.1) Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Drilling and notching (R502.8) /_�jl Cantilevered joists [Tables R502.3.3(1) and __ Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) - Girder spans and header sppans for exterior R502.5(1)] —Wood trusses (R502.11) bearing walls [Table Girder spans and header sppans for interior bearing walls [Table R502.5(2)] Draftstopping (R502.12) Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) STEEL FLOOR FRAMING (R505) Allowable span (Table R50' Cold -formed ste aplicability limits; in -line End joints (R503.1.1) framing (R505.1, WOOD STRUCTURAL PANEL SHEATHING (R503.2) 5lructural framing (R505.2) Grade (R503.2.1) Material (R505.2.1) Thickness (R503.2.1) 1 Identification (R505.2.2) iAAllowable spans (Tables R503.2.1.1(1) and Corrosion protection (R505.2.3) —{—�=-- R503.2.1.1(2)j Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Floor construction (R505.3) CQNCyRETE FLOORS (ON GROUND) (R506) ��%% Thickness: 3112" minimum; Concrete strength /(R506.1) IIIJLdIIp II VI I r lOU1G 1 tiVVG...r� ,�� -- - fill = 8 maximum sand or gravel fill = 24' TREATED -WOOD FLOORS (ON GROUND) (R504) R506.2.1) Base course: 4" thick with maximum 3/4" Base course: 4" graded with 2" maximum gravel or'/Z' crushed stone (R504.2.1) /aggregate (R506.2.2) � L/ Moisture barrier: placed over base course Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RALL 601) ___,`y' esign (R601.2)p Component and cladding wind loads (Table 01. 2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) /L" 6J- Construction [Figures R602.3(1) and R602.3(2)1 - - - --Stud-grade-(R602-..2-) - -7 --- /V 1: Exterior walls (R60Z3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3f1 at24" o.c. or 2f1 x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) f Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Fireblocking (R60Z.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and /R602.10.3) ."Wall bracing amount and location (Table R602.10.1) Wall bracing length (R602.10.4) SDC D (R602,10.9, R602.10.If and R602.11) STEEL WALL FRAMING (R603) ---- ------t;eneraF fR603:1- N structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605) _ Wood structural panels (R. Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDG C and D (R606.12) Unit masonry (R607) %t/ 0- Multiple wythe masonry (R608) f/ Grouted masonry (R609) Glass unit masonry (R610) WALL COVERING (Chapter 7) ERIOR WALL COVERING (11702) T Wood shakes and shingles (R703.5) (- Plaster material (R702.2) f' faster support (R702.2.1) �ypsum board material (R702.3.1) Gypsum board support, application and fas- tentng .(R702.3.2 - R702.3.8) Ceramic file (R702.4) l` Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) General design (: ..-1 and R6f1.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION ((�612) a/~ Design basis (R612.1) WINDOWS & DOORS (R613) 0- General; window sills; performance; testing and labeling (R613.1- R613.4) GENERAL (R801) Domponent and cladding esign (R801.2 and R801.3) ddin wind loads (Table C R301.2(2)] ROOF _ FRAMING (R802) `"� /l' Fire -retardant -treated wood (R802.I tit Framing details (R602.'-4. f IV (A / Rafter tie (4' o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R602.3.1) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear-ing each and (R703.7.3) # ' Veneer ties: #9 U.S, gage wire or #22 U.S. gage by'/a" corrugated metal; 24" o.c. maxi_ mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) - ''� Flashing (R703.7.5 and R703.8) V �� Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) rL` ( Lateral support and bridging (R802.6) j w; J _Framing of openings (R802.9) ✓%� Wood trusses (R802. L.A. �IZRoof tie -down (R802.' 1. 1 CEILING JOISTS [Tables 11802.4(1), R802.4(2)] _ With attic storage LL = 20psf :/�✓ Spacing 'Species _- P Grade /vl ' Purlins 2" x 4" at 4' o.c. minimum) ol-2-1 I __ Span (Figure 1_.,'2.3.1 Size P�= Bearing (R802.• i rl, f '� Cutting and notching (R802; . 6 Engineered wood products (R802.1. 6 -7- RAFTERS (Tables R802.5,1(1) - 1381 t (8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing r Species Grade Span Size He/HR; Adjustment factor STEEL ROOF FRAMING (R General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804,2.2) .,/ Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806,2, j_� G de ATTIC AC 5 (R801) Thickness Access requirements (807.1) !r-14" TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] 803 INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) Installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) ROOF�CLSIFICATION (R902) Roof covering materials (R902.1) WEATHER PRDTECTION (R903) Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS R904) Compalibility; specifications; physical ___ ._characterisfic�s;_identification (R904_2- R904.4) - — REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) .1 Wood shingles (R905.7) yt,f.:- Wood shakes (R905.8) �y��L It up roofs (R905.9) t/ Metal roof panels (R905.10) Modified bitumen roofing (R905.If) r�lz-'� Thermoset single -ply roofing (R905.i2J Thermoplastic single -ply roofing (R905.13) w �l� Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) �Y�FLATION (R906) eneral (R906.1) REROOFING (R907) Materials and methods (R907.1) I Structural support (R907.2) Recover vs replace (R907.3) -8- MASONRY FIREPLACES (R1001) Spark arrestors (Ri i) _ Construction (Figure R1001.1 and Table wall thickness; >_V (R1003.10) R1001.1) Flue lining • malodallinstallation (Ri003.11 and SDC D reinforcing/anchorage (R1001.3 and R1003.12) R1001.4) / Multiple flues (Ri003.13) Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) R10f11.6) Flue area (masonry fireplace) (R1003.15) / Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanoutopening (Ri003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.18) _ Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) [ 'mnay crickets (R1003 20) Mantel and trim (R1001.11) _ Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) u / Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY= -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) / FACTORY BUILT CHIMNEYS (R1005) ! Listed and labeled (R1005.1) ll Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) ALLI-1 Intake size (Rf 006.2) ENERGY EFFICIENCY* (Chapter 11) ` Building envelope (N1102) 4 Compliance; material and equipment Mechanical systems (N1103) (N1101.2, N1101.3) C/ Climate zone (Table N1101.2) 'Se energy gyr conservation plan review record MECHANICAL (Chapters 12.23) Appliance labeling (M1302, M1303) / n S. j Appliance access (M1305, M1401) /Pt- ��Heating "pliance installation (M1307) equipment. heating and coaling 14) `l/and cooling load calculations (Chapter z/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) 7'✓ 1 Combustion air (Chapter 17) Chimney p er 10 andChapter 18) location terminations (Chapter /V pecial fuel -burning equipment (Chapter 19) �,/Zroilerslwaterheaters (Chapter 20) A,, Hydrant piping (Chapter 21) Special piping and storage systems (Chapter �— 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) 0 Applicalion (G2401,1) General regulations (G2404) Pipe sizing (G2, Piping materials (G2414) Appliance Location (G2406) Air requirements (G2407) j Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth Piping installation (G2415 and G2419) r Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) f agram (P3004, P3005, Chapter 21) f"I"I I ' Piping support (Table P2605.1)!' Sumps and ejectors (P3007) % 1L� Listed plastic materials (P2606) ' _ Backwater valves (P3008) %/ Plumbing fixtures (Chapter 27) //'- Fixture traps (P3201) C/ Water heater size and location (Chapter 28) N - Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) // /14 . Penetrations of fire -resistance rated assem- blies (E3302.2) n'� l Listed and labeled materials (E3303) (___Service equipment and location (E3501, ,mot=3506) e" Service size and load calculations (E3502) Available fault current (E3506) ' System grounding (E3507) , --- — - --1�equirecl-branch circalts (E368:3)- ------- Feeder requirements and load calculations (E3604) I ytl3 Wiriing methods (Chapter37) L; Required lighting and receptacle outlets (E3601, E3803) %t 3!�7 Devices and lighting fixtures (Chapter39) v Appliance installation (Chapter40) .VIA Swimming pools (Chapter.41) L 1 Class 2 remote -control, signaling and power lim- ited cncuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) f Provisions adopted (R102.5) 4 Compliance with Appendix E verified . RADON CONTROL MEASURES (Appendix F) ( Compliance with Appendix F verified ll/ /`� Provisions adopted (R102.5) -i 0- Provisions adopted (RM" Compliance wii' )endix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Append! �H verified r . PRIVATE SEWAGE DISPOSAL (AVVnd1V adopted G BUILDINGS AND STRUUTURES (A�pendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Cornpllance with Appendix K verified NOTES -11- BURKELBERGER l" `T-- S Densit Test Re ort engineering & testing, inc. y p Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6140 Spanish Lakes Blvd Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1205-0264 Date Tested: 6/25/2012 Client Name: Wynne Building Corporation Technician Initials: NOP 8000 South US 1 #402 Report Date: 6/25/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Laborato , Proctor ry Fi'el_d Tests r Maximum Dry Density (Pcf) Optimum Moisture M Dry Density (Pcf) Cone Resistance) (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 112 13 109.2 --- 11.8 95 97.5 Pass 2 12 112 13 110.3 --- 11.7 95 98.5 Pass 3 12 112 13 108.9 --- 12.8 95 97.2 Pass Type of Field Density Test: r ASTM D 1556 ry ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: 17 AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23713 Daily Standard Count: Density: 2463 Moisture: 676 1 $; Soil,Tyevatiiont per -El Test Locati on 6140 Span>sh Lakes Blvd; Structural Fill yE 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) -e le 6- d VOM tit V.- 6 Elevation/Depth Referenced to: _ � Soil°Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backrill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: 17. NGVD I— MSL J'P_ Other: Inches below top of footing or slab subgrade cc: Client ... (1) Wynne Building Corp., B. Bailey (field),... (1) t. Lucie County Building Department ... (1) David T. Yo stro Xiaoyan Zheng, PEE', PhD t anag r FL Registration No. 68330 Senior Proje The original of this report was signed and sealed by the registered engineer in accordarke withPule 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 extraotsJ,6m 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. l 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 Repoli PR 49 "CEMEX ��, 54759239 1 Plant: Begin Loading: To Job: 'Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery instructions: Customer Job Number: Order Code / Date: 1 Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: r^.I.i'"`1^. t i t- �[� u 1 y� .�•-.`.� .. .)•._i ,� . i_.,J--"�� r .::'. _ SI 1.. 1 t.�+_», .7 �_ ,5, LOAD CUMULATIVE ORDERED MATERIAL CODE y'. PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY l- I1 Y Cash Check # /Auth Code: Signature of DriverCash: Cash Received: Total COD Order Amount to Collect d• f�!Awth rq) Without Standby Charges: ] Check x Charge" Comments: EP 1� WATER ADDED:> GAL YARDS IN DRUM: � WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE f ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designatest 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 fine. Customer agrees to the Is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to Important factors which -are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling Information, and to the material safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O $BUNIVERSAL FI i':', 1 -�'RIV _ 'i : _6 ,rRE3 CUSTOMER This Delivery Ticket incorporates herein by reference, Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatii f any, and Seller's Order Confirmation (i ding limitations of warranties) Ras if fully set forth on this Delivery Ticket ("Agre------- it"). Seller will provide the Standard Teri__., _nd 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 .Agree.ment. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust :from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water, after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include como referencia at comprad.or (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantias), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes menc.ionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; at menos que se .identi- fique con una nota at frente de este documento.. AGREGADOS / CEMENTO / PRODUCTOSDE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolom.ita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual. puede contener mas de 0.025% de silicio cristatino. Peligros: 1Vlezcla de cemento fresco y/o cenizas volantes pueden causar irTitaci6n en los Ojos, quemaduras en Piet y ojos, y reacciones alergicas 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, corte y/o perfo:rac.i6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura caliza, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la l.iberac.i6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El .riesgo en la salud depende en 1a duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en .los ojos y ropa Primeros adecuada para proteccion. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polv6s. Si se expone a polvos mas de los limiter recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 m.inutos. Si se inhala polvo, exp6ngase a aire fresco. Si el. cemento :fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900. V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. 54550378 le-od z1- Plant: Begin Loading: TO Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: J, (Ir:1tW Customer,Codiei�:: CustomerffName: ,S.dlc.�5 R.C)S;t.1.%.4't 1 tl5/,'.`+LL' 44 y T ey F �1 �.'f. �t ij.., RET, . �_,�,Oi^SST Project Code. Protect Name .!rase' , Ticket Date: Delivery Address: t!: J. M. 1'i'r IL E', GT:.:59`.E C If E.' Delivery Instruuctioins Customer Job Number: Order Code /Date: Project P.O. Number y p Order P.O. Number. el•_:1 N Map Page: Map/Row/Column: iy 2 h, t' 7J , , i'4„ ON-11S .. Dispatcher Ticket Number: r-7 Due .On Job;.. d dJ ..4 F k Slump: r,tt Truck Number.., .. •'t 1.i• . 1.d_3t} Driver Number:, rt.}_(3. J... ay.. �.. Driye�r Name; I'!��%.ti'•, i l��I i.;�i; End Use: ; . �-4i,._Di"IG": .,'rl...(Iz LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 10, 1.,`t,t « 1,iy g_j - t - r 9 k.. • f t , r;,5t r OD ,,'.r� 1„ (1 J 4.ro�.. r�",t.x"j. }; �.J klt t F-- 1 1311 � ; r+n 2 r +Ili_. i i tt • i Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: �'illVED WATER ADDED: _ GAL YARDS IN DRUM: WHEN ADDED. JUL 19 2012 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: i 1 SIGNATURE Y f+ ❑ LOAD WAS TESTED * BY: Notice: Our drivers will make every effort to place materials where the, customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out, of our may be hazardous to your safety, and health. Please refer to the backside of this ticket .for important control after delivery, this Company will not accept any responsibility for the finished results. No creditfor 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 recTpt of materials. O 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates hereir L_. reference Buyer's previously executed r 'it Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatio any, and Seller's Order Confirmation (ir, ing limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolani (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 bums 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. I'f dust is inhaled, move to fresh air. l:f wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia al comprador (ya prev.iamente ejecutada en su aplicaci6n de cr6d.ito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confrnnaci6n del vendedor (con limitaciones y garantias), Como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estandares y condiciones detal- lados encaso de asi ser requendos. Con este documento, el,comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fuei-on 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 naturaley Como piedra caliza, dolomita, granito, coca volcanica, arena, gravy y orios materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. _ Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reactions al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci611 en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amordaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritaci6n 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. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros ad.ecuada para protecci6n. Ldvese las .manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limiter 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 in-itaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5"combinado Houston, Texas 77024 06/10 Para mas.inforrnaci6n visita ww Ks ' ,• u c! L� - �y�yavt, Emax Plant: ," , Begin'Loading: : To Jobe: Arrive Job: Start Unload: Finish Un bad: Leave Job: - Return Plant:' Custdrrte C}od r g Custt me N me t rr. 9 (%fit*t ' a ` it" . Customer' Job' Number. , ' OrderCode / Date s ",f f ' Proldct Co e� r � :3 Prole§"t t lzme j Project}> b Number. '' � j r Order P O i jmber k�s z w'l x Ticket Date I S;, 12 Delivery Address C C i RCil X Map Page � � Map(Ro��CglUmjl °�-� Delrverytl{>sstcbans , ° Ticket Number: x 'ex y a DueOrrJ&b-.J.. Slump: f'Ji),TruckNFrmber.' {_+.,i`.' Diver(N&Ae0i'� Dr!4e'K0d&:V!iJIINNI`•.) End Use; __�}k`^la r .11 +da7 LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM . UNIT PRICE AMOUNT Cash Check # / Auth Code Check Comments: ° - xx hf.+t.,. Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect. Without StandbyCharges: WATER ADDED: / J GAL YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: O LOAD WAS TESTED BY: SIGNATURE SIGNATURE Notice: Our drivers will make every effort to place matey als where the customer* des:gnet—A, lbut 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 linerl;ust men agree to the is no longer guaranteed. WARNING Product may cause skin and/or eye irritation. CAUTION: Material terms :of sale and delivery and accepts concrete as is. Due to important actors ww ich are ou; of our may be hazardous to your safety nd health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility fo tha finished results. No credit for safety handling informatio , aqd^ o the material safety data sheets for additional information: returned' concrete. Buyers exceptions and claims shall be deemed waived unless made to us,inwdting AUTHORIZED SIGN TARE: within one business day after the 'receipt of materials f Q sauNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed C—dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati� ' 'any, and Seller's Order Confirmation (i ding limitations of warranties), as if fully set forth on this Delivery Ticket ('Agrec'--it"). Seller will provide the Standard Tenin mid Conditions upon request. Buys agre-es 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 tlie Agreement. AGGREGATE CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolornite, 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 ct.=ent 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 drinklarge amounts of water. Fly Ash may contain trace amounts ofamn-lo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burnsm of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposui't- Safety: Avoid contact with eyes aril prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash han& thoroughly with mild soap and water after handling. Avoid. breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In. case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.corn. Este ticket de. entrega incluye corno referencia al comprador (ya previamente. ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estAndar, condiciones del vendedor, prop uestas del vendedor - of -den de confirmaci6il del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Conuato"). prcveerd los (6rminos est6ndlarc's y condi0iones detal- lados en, caso de asf ser requeridos. Con este documento, el comprador aces to k,,-, alismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el nfismo. Acepta m, ito de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENT® / PRODUCT OS DE CENIZAS VOLANTES Los productos de agregados son materiales nat . I- ' I I ,s corms pjed�a caliz-�-�, doi-;T,ita, granito, coca volcdnica, arcaa, brava y otros materiales silieios. Los productos de ceniento iftOlUyen Cemen-to de fipo de albaffilerfa, pozzolan (typo IP), azulejo do azotea y estuco. Los productos de concrete Parliand y pnoductos de agregados comp piedra i;afiza, dolomita, granito, rota volcdnica, arena, grava, y otr,)s jl+,,,!!,'d.'Iles silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de 0;cio cristalino. Peligros: Mezela de ceniento fresco v/0 1 , cenizF,., ,)4 ,rues pry den causar irritaci6n en los Ojos, quemaduras en piel y Ojos. y feacciones al6rgicas en la piel. Concrc o y po io de agregados, pueden causar irritaci6n en los Ojos, piel y/o on la zona respiratoria. Polvo del manejo en 61. tritura:niento, pulido, corte y/o perforaci6n puede contener, rl;iteriales silicos, los cuales pueddn causar silicosis puimohai y cancer si. son inhalados. En caso de ser ingeridos, niantenerse en temperatura cdlida, reposar y tonliv grandes ., i.nddades de agua. Las cenizas volantes pueden contener al-noniaco. Se La humedad puede la liberaci6n del arnoniaco. La inhalaci6n. del amoniaco puede causar toser, irritaci6n o 'uridad: 9 quemaduras en la nLrlz,garganta y pulmorkes Acudir inmediatamente al medico. El riesgo en la salud depende en la durac-i6n y el nivel &, la, exposici6n. Seguridad: Evite el coit,� Ojos Y contacto pi(Riongado coin la piel. Use guantes, protecci6n en los QjOs y ropa Primeros ad6cu * ada para proteccix.,". J'�,cse lasmanos coil Jahn suave y agua -despu&irzl 7nanejo de materiales. Evite inhalar auxilios: polvos. Si se expone a poivos nids de los limites r6cohiendados, use proteccic"Fli respiral.ciia. Primeros auxilios: Ell caso de contacto en los Ojos, inmediatamente fluya agua en ]a parte afectada por J 5 minutos. Si se inhala polvo, exp6ngase a wire fresco. Si el cemento fresco tiene contacto con sus Ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la iffitaci6n contimia. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mds informaci6n visita www.(,,,emexusa.com. 545- �037 Plant: Begin Loading, ` ." 'To ad '' - Arrive Job: ; °Sf'art,unload �' Finish UtSl7 ad r�' Leave Job:' . Retum Plant; Customer Code: CustomperNamre: f S 4 1y } 3 p' 1 Customer Job Number. Order Code IDate: ._ ly)1 FES EJt_) .1. �'��'�a,i}�E �ti"�•F....T_.. g 9 t,.,.01`,14+tti.: A7- #�. �-,�ik'� S, E, �3 i..��`c ,i } r..�'F* Project Code.,t protect Name Project P O. Number I Qrder P. -Number 1- 3 t �e"6r a . i w rc Yet. 2'Gf° t3Ni�� Y t, `'`"i "k '&t.'ti% wt i�.r it i nT..�}Il #�,m..f 9 '� � r s Ticket Date: Delivery Address Map Page Map/Row/Column CIRC Delivery Inyysteil tr Cppo,ons t)� pkatch err t T 4 k 583 D_ue OP 'I,bf("+ +.! d I Slump: �„ z t �j .61 Truck Numberr, s t.'t... I Cr{_�§. Driver Number e �' Driver,I�ame: � „ x rJit End Use: tYt _ I LOAD CUMULATIVE "QUANTITY QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT r �. ° r» . 3 ,10 RE t r . (+i E° 3i r p T:' I ; F^ s .. , Cash ' "'�. Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total,COD Order Amount to Collect Check Without Standby Charges: Charge - Comments: t WATERADDED; GAL YARDS IN DRUM: ' WHEN ADDED. l` SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: �it"y�r:fre� SIGNATURE I] LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but ;the SPECIAL TERINS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to'the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket, for important control after delivery; this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers,exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. Q 68UNIVERSAL f^'$-'f::.tl .:.j_P.K ;, I ietl. IM CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, it any, Seller's Standard Terms and Conditions, Seller's Qw-,—;on, if any, and Seller's Order Confinriati including limitations of warranties); as if fully set forth on this Delivery T!,.1et,(".4 ement"). Seller will provide the Standard als and Conditions upon reqiwst.43uyeragrees that, unless otherwise noted on the iront hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordafice with the Agreement. 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 bums 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 ofammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums 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, imniediately flush dyes with flowing water for 15 minutes. If dust is inhaled,moveto fresh air.If wet cement contacts skin., rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cernexusa.coin. Fate ticket de entreiya incluve como referencia a] cornDrador (va nreviamente eiecutada en su aDlicaci6n de cr6dito): cualouiei t6raii.no estdnaar, co-ndicione-s del vendedor, pro.puestas - del vendedor y orden de-&onfin-naci6n del vendedor (con limitacion I es y garantfas ' ), como acue.rdo total del ticket de entrega ("Contrato'-'). El vendedor proveerdl'os t6rminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta. Jos mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mism.o. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- Zn fique con un,a not,a al frente de este documento. AGREGAD08 / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Losproductos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcdnica, arena, gravy y otros C, materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaffilerfa, pozzolan (tipo I[P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcAnica, arena, gravy, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener m6s de 0.025% de silicio cristatino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar iffitaci6n en los ojos, qUemaduras en piel y ojos, y reacciones aldrgicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, pie]. y/o en la zona respiratoria. Polvo del mariejo en el triturarniento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis piilmonar y cancer si. son inhalados. En caso de se.r ingeridos, niantenerse 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, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inniediatamente al medico. El riesgo en ]a salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en Jos ojos y ropa Primeros adecu , ada para protecci6n. LAvese ]as 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 Jos ojos, inmediatarnente fluya agua en ]a paite afectada por 15 minutos. Si se inhala polvo, exp6ngase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, hivelos a Tondo 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 mds informaci6n visita. www.cemexusa.com. 10/24/2012 10:43 77287O7C56 WYNNE BUILDING'.,^^RP PAGE 01/01 r Professional Insulators of Sour Florida FTC Insulation Installation Certificate To: St, Lucie Coun Date: September 25, 2012 Re: 1.205-0264 Lot/Block., Address.- 6140 S anisb Lake Blvd Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) bave been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets. Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rearporch) have been insulated witb: S ray-oo Cellulose Tbicka s in inches: 10.251, Fiberglass Blankets Manufacturer: Owens Corning flock Wool Blankets Density: X. Fiberglass Blown R-Value: R-30 Cellulose Loose fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: X fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: e4Rock Wool Manufacturer; Polyurethane Density: Spray -oft Cellulose R-Value: I lother 4. Garage partition walls of A/C living area have been insulated witlt: JRock Wool Blankets Thickness in incltes: 91/21, Fiberglass Blankets Manufacturer, fiberteeb S ray -on Cellulose Density: rlOther Polyurethane R-Value: R-30 5. The following have been insulated: CBC1254041 Competency # .. WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General ContracUBu9lder In a 'on• Contractor Professional Insulators of South Florida FTC Insulation Installation Certificate To. St. Lucie Count Date: September 25, 2012 Re: 1205-0264 Lot/Block: Address: 6140 Spanish Lake Blvd Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: lFiberglass Blankets Manufacturer: Fi Foil lRock Wool Blankets Density: X jAluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" lFiberglass Blankets Manufacturer: Owens Corning IRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: lFiberglass Blankets Thickness in inches: lFiberglass Loose Fill Manufacturer: IRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: &0 IV r Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: OCT 23-70-12Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 I Other 5. The following have been insulated: CBC1254041 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor 18-OCT-2012 04:17 FROM:SOUTH CDAS d.Ljtj4j'ZlWd 12,48 tt2MA413 PERMIT # BUILDER/CONTRACMR: pEST CONTROL CONnUO REST CONTROL LICENSE * We, the urn, hw4W dorm' .vAm, erg an Wmftg in mordm Squers fe* I arm tl 0 per wftge of sWuWn: caw at nwom* W J77"LM4-W-10 A �� Tmgtmdnt -COW Re-Trmt Attv recum.La Groblo pvAft#vWArftpw goo* catrAlft awpmmw bw pcow La trees r , , La% PgW MW Alumd"b"onerA wb*mw&Am Gs st utc% County requkm for fhe 7723446042 SLc d Fat FL 34942 FM 7734W 300 __.z IN "* wn I We" IS f)m SOIL I ::.1 0,10ure" On 4b or the Nm U10t TOW pmm UN TjmG Of Tfodm far ftad ijwmow Wire Abmwaft,co 101 Al; &We, an and /RIP: ll;,Iihr dowe "t hm*mWj'lqdltrftmbP", for CD,, a 4626443 UT "man forW; bapedlon rk P. 1/1 PAGE 01/01 WV&eMft&MJl9Alt,bPWd*fi* jj* m wffm*vwnmhvddbm .cm. axe. hipbW4 mowpowtifts1ni moomr Of mw ft Aoboft� A" I emomvbw1i j xww R r4 CEIVE nt Sddbw to bo peed an (domm I ICT 19 201' �aMiffek" Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 26904 Parke 3East �Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CAR�76N III WIVPORCH 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name Date 15/14/012 1 IT4386201 JA5 12 IT4386202 JA6 1 5/14/012 1 13 IT4386203 JA7 1 5/14/012 1 14 IT4386204 JA8 1 5/14/012 J 15 IT4386205 IA9 1 5/14/012 1 6 IT4386206 JA 5/14/012 7 IT4386207 I GRA 1 5/14/012 1 18 IT4386208 IGRB 15/14/012 J 19 IT4386209 JJ2 15/14/0121 110 I T4386210 I J4 1 5/14/012 1 11 IT4386211 I J6 15/14/012 1 112 I T4386212 J J8 1 5/14/012 J 113 IT4386213 I KJ8 15/14/012 1 r The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. �i GENS' 39 0 e gad O'.. STATE OF :mow; i�'�SS l0 N Ai FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 ob e e e ce o Iona Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 VVCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 10-6-4 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 3-4-115-11-8 7-8-0 -0.0 d 4.00 12 5x8 = Scale = 1:59.7 13 12 3x5 ` 2.00 12 7x12 = 2x3 II LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.59 BCDL 10.0 Code FBC2010ITP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 `Except' 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 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) DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.70 14 >569 360 MT20 244/190 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=2336/1492, 7-8=-2310/1411,8-9=-2368/1397,9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-1785/3313,6-13=-254/513,9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard °`��tstss a trrr��s °°°BPS A• ,q j �f 'C ENS r !)o 3938 --` ATE ffF�'"':�44/e C? e S ."III 0 rdlllttt FL Cert. 6634 May 14,2012 WARNING - Verify desryn parameters and READ NOTES ON THIS AND INCLUDED bIITEKREFERENCE PAGE MI-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. R• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 1119 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/i'Pll 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 SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M 11323 A6 SPECIAL 1 1 JobReference (ontiona rs Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 I D:2GIS cwwyY5hn GhXVARzUkuyuF U M-iwY7g rl6_KyOg B4imM B Pu sHgDMO93McM Lh B9pvzG dvu 1-0- 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0- -0-0 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 2.00 12 4x8 % 4x5 7x8 = 11 2x3 Scale = 1:61.7 10-6-4 4-5-12 -0-0 4-4-8 5-7-7 8-0-1 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 CSI DEFL in (loc) I/de0 L/d TC 0.96 Vert(LL) 0.66 14 >604 360 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9==816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) 3x6 PLATES GRIP MT20 244/190 Weight: 174 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=-2292/1373, 7-8=-2300/1351,8-9=-3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11 =-1 536/2836 WEBS 4-14=-465/493, 5-14=-157012920, 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 �tit aIIIIit)/t/ A. fido3938-�;--. 0 0 tt�fdilgit9#40�1 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED INTEKREFERENC.E PAGE MII.7473 BEFORE USE. Design valid for use only with Mriek connectors. This design is based only upon parameters shown, and is foran individual building component. iY 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 ��[i�t�• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Cdteda, DSB-89 and SCSI Burlding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine SP or SPp lumber is specified, the design values are those effective 00112012 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carton III with porch M11323 A7 SPECIAL 1 1 ob eference o tonal Chambers Tmss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMO W3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 5-0- -0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 -0-0 5x6 d on 2.00 12 5x6 = 10 9 3x6 -- 7x12 = 2x3 11 Scale = 1:60.7 6 ' 10-6-4 3-5-12 6-4-8 5-7-7 8-0-1 ' Plate Offsets KY): 12:0-8-0.0-1-41, 17:0-3-14,0-1-81, 110:0-6-0.0-2-81 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 oc bracing. 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=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=303311714 BOT CHORD 2-11=-2831/5183, 10-11=-1412/2782, 9-10=-1507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10=-813/405, 5-10=-172/456, 6-10=-727/480, 6-9=0/293 NOTES Vasd 28mpthis design. 1) Unbalanced roof 2) Wind: ASCE 7-10 ve loads have been considered f165 h; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; `n` ' �� t1ld ph (3 econd gust) Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 e�®��A�1 ,, t ' 14� fp 3) Provide drainage to •� C• JU •. Pv�. adequate prevent water ponding. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent any other live loads. �,Y`1 ?©,. �7 •'•,•!ji Po psf with • �4 .' s " s 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 bottom •,'� 3 38z^— will fit between the 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. r"(i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. :+ �C/ 4 "Semi . I AT 8) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. (� v LOAD CASE(S) Standard i r,� �y • �� Q R •, QlP`��0`' 8��`� ��nif�.� ;to t8dHlti FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEKREFERENCE PAGE A171-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parametersshown, and is for an individual building component. !v 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 M 1�ye* fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Qualify CrItedo, DSB-89 and 6CSI BuIlding Component 6904 Parke East Blvd. Sotely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 I€ Southern Pine (SP or SPp lumber is specified. the design values are those effective 66igV2012 by ALSC or proposed by SPI6. Job Truss Truss Type Qty Ply 62' Grantl Carlton III with porch M11323 AS SPECIAL 1 1 Job Reference o do al Chambers Truss Inc., Foil Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkle5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0-0 8-8-4 12-0-0 15-8-4 20-4-8 22-0-0 24-8-12 34-0-0 5-0- -0-0 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 -0-0 5x6 = 4.00 12 3x4 = 2x3 II 5x10 14 5 6 15 7 i 12 11 3x6 7x12 = 3x4 = 2.00 12 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.82 TCDL 7.0 Lumber Increase 1.25 BC 0.96 BCLL 0.0 Rep Stress Incr YES WB 0.74 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) DEFL in (loc) I/deft Ud Vert(LL) 0.60 13 >667 360 Vert(TL) -1.19 9-11 >336 240 Holz(TL) 0.35 9 n/a n/a Scale = 1:60.7 PLATES GRIP MT20 2441190 Weight: 171 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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. 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 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 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 %`%O%JilAa ' ATE ' � a + !'�josr0 N Ak- FL Cert. 6634 May 14,2012 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEKREFERENCE 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 responsibility of the rg� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTk* fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII QuafBy Criteria, DSB-89 and BCSI Buuding Component 6904 Parke East Blvd. Safety Informatton 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 061t11t2812 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A9 HIP 1 1 b eee ce o 'o Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID:_etC1 cxC3ixVV?huls?ypJyuFU K-A66WtBmkle5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt 1-0- 6-7-15 10-0-0 15-2-14 20-4-0 24:2 0 27-4-1 34-0-0 5-0- -0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0 4.00 12 4x4 i:::; 3x4 2x3 II 5x10 = 4 16 5 6 17 7 Scale = 1:58.7 3x4 = 15 14 13 12 11 3x4 = US = 3x6 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.25 TCDL 7.0 Lumber Increase 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WE 0.95 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 6x8 = 3x6 = 3x4 = DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.21 9-11 >748 360 MT20 244/190 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a Weight: 156 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=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=91 O(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 (lb) or less except when shown. TOP CHORD 2-3=-1216/687, 3-4=-882/468, 4-116=801/463, 5-16=-8011463, 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 =-1 39/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11 =-1 58/383, 8-11=-424/384, 7-13=-818/443 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 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) 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 At • ENS**-. 39380 AT ss;O N A� -- r1111110 FL Cert. 6634 May 14,2012 IAARNTNG • Verify design parameters and READ NOTES ONTIIIS AND INCLUDED MTEKREFERENCE PAGE t1II1-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is loran individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown r AME Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 1 V9 ! fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 781 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine(SP or Spp) Iumber is specified. the design values are those effective 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type 62' Grand Carlton III with porch M71323 A COMMON 91 �Qt7YPIY Job Reference (optional ,bets I russ Inc., Fort Pierce Fl. 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_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv 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 4x4 = 19 3x6 17 — 15 14 12 2x3 I I 4x6 = 3x8 = 3x8 = 4x6 2x3 II Scale = 1:57.8 3x6 1� d I 6-7-13 12-4-13 21-7-3 27-4-3 34-0 -0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets (X.Y):12:0-3-14.0-1-81,It0:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >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/TPI2007 (Matrix) Weight: 163 lb FT = 0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied,or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=121 010-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=2655/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=2606/1555, 8-9=-2656/1547, 9-1 0=-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=-163513008,12-13=-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 �r1�>t/916i1116y�i NOTES 1) Unbalanced roof live loads have been considered for this design. eN 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; eve-?�.•`1 E Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �e �C ; ' F-�•�'�� -!_ 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®t 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 O 3 93 r will fit between the bottom chord and any other members, with BCDL = IO.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 F j joint 10. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.-- i /iT — : ((f 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 ® O �l! 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 . A`< of others. ®� R a 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). <041 J0 Al-�� Oe LOADCASE(S) Standard ��S�d9iltiil�'1 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11=-44, 2-20=-20, 20-21=-50, 10-21=-20 FL Cert. 6634 May 14,2012 W • Verify design parameters and READ NOTES ON 77HS AND INCLUDED MfTEKREPERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is foran individual building component. : Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown rd is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Bq•�yy 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 SCSI BuBding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective 0610112012 by ALSO or proposed by Spill. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job eee ce o do a Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=43(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 2 ID: a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 W CfgALelfuy9iKzgD71 SbGTzGdvv N-6 3938Q.� ATE ` ON t1ai{{{ FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MT 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 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 Crtierlo, DSB-89 and BCSI Bundling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0616112012 by ALSC or proposed by SPIB, Job Truss Truss Type Oly Ply 62' Grand Carlton III with porch M 11323 GRA HIP 1 1 Job a erence 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 09:54:15 2012 Page 1 1D:_etC1 cxC3ixW?huts?ypJyu FU K-eJg u5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18-6-0 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 — purlins as shown. 4x4 11 14 9 7x10 6 17 6x10 4.00 12 4 4x6 19 'a 3 = 13 5x6 21 10 '1 2 22 23 N d 3x4 = 29 28 27 26 d 25 24 4x4 = 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = r 8 6x8 = 11-1-1 18-6-0 26-0-0 34-0-0 r 8 -0-0-0-0 3-1-1 7-4-15 7-6-0 Plate Offsets (X Y): 13:0-3-8.Edgel. 121:0-3-8.Edgel. 122:0-3-10.Edgel 124:0-3-8 0-3-01. 127:0-3-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.26 2-29 >489 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 194lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-361(LC 8), 27=-1182(LC 8). 26=-1472(LC 8), 22=-648(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (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 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. r,l{ittttlpf�,dd 1�}bs, PS A. b '\ I ~39380 TAT E FL Cert. 6634 May 14,2012 W G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERENCE PAGE I f7-7473 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 Mli yepyit* fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII QuaOty Criteria, DSB-89 and BCSI BUBdIng Component 6904 Parke East Blvd. Safely Informa8on available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33810-4115 li Southern Pine Sp or SPp lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPiB. Job Truss Truss Type Qty Ply Carlton III with porch M 11323 GRA HIP 1 1 162'Grand Job Reference o do a ;hambers 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 09:54:15 2012 Page 2 ID:_etC1 cxC3ixVV?hulslypJyuFU K-eJgu5XnMWuD5vV E4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at B-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 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=555(F) 24=-555(F) S ci 39380 :n T E t ' ; CC/ • 4. FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED A9ITEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown HIS is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the p p�p�y�+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9 VS i 1C fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criterta, 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 SP lumber is specified, the design values are those effective 06i6112012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Carlton III with porch M11323 GRB HIP 1 1Reference F62bGrand (optional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID: SrRaEyyrg04M78G4raWBLWyuFUJ-7V EGitn_H FLyXfpGRUk6VUvC7zVYGkYpl fQpPEzGdvr 1-0- 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 5-0- -0-0 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 1-0-0 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WB = 3x4 = 6x8 = 3x6 — 6x8 = ' 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 ' Plate Offsets KY): 12:0-4-O.Edgel 13:0-5-0.0-2-01.14:0-3-8.0-1-81 f5:0-3-O.Edgel f8:0-2-O.Edgel.f10:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 150 lb FT = 0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13. 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=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=-1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=-992/1974, 11-12=-2381/1356,10-11=-2381/1356,8-10=-270/731 WEBS 3-15=-407/1219,3-13=-1661/791,4-13=-211/942,4-12=-4730/2565,6-12=-2457/1572, 6-10=-1766/3430,7-10=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. JJJf .. Pj `► ��j ©.•' �( 'ram 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; �`w G•E �7 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 a f�� •• __ .�'•!%,✓ 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. r O 393 8 Q 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 12 and 384 lb uplift at joint 8. m joint riJ` 0 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 �d.��i . A, 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 > R o rJ®�9 ° ° � ° ° • • ° ° •��°�� responsibility of others, JJt,,�0 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). N R8 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=-107(F=-63), 7-9-44, 2-15=-20, 10-15=-49(F=-29), 8-10=-20 May 14,2012 W Verify desiga parameters and REID NOTES ON THIS AND INCLUDED N=REFERENCE PAGE P171-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and is foran individual building component. gw- Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' ry+ 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 Crtiedo, DSB-89 and BCSI BaBding 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 I SP or SPol lumber is s necified. the desion values are chase effective 0610112012 by ALSC or nr000sed by SPIB. Job Truss Truss Type City Ply 62' Grand carton III with porch M11323 GRB HIP 1 1 Job e e e ce o do I LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=-555(F) 10=-555(F) Kun: r.44a s rep z4 zulz 1-nnt'. f.3W s Apr 23 2012 MI I ek InauStne5, Inc. Mon May 14 09:54:16 2012 Page 2 ID: SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr ♦'°,`,%\`t'P Aar �Lj`f`''i E r OR 11111110 FL Cert. 6634 :] May 14,2012 WARNING - Verify design parameters and READ NOTES ON MIS AND INCLUDED bIITEK REFERENCE PAGE P RI-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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine f SP or SPDI lumber is specified. the desian values are those effective 0610112012 by ALSC or 0rcoosed by SPIB. Job Truss Truss Type City Ply 62' Grand Carton III with porch M11323 J2 MONO TRUSS 8 1 Job a eceot'oa 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:xl?zS IZTbJCDIIrGPH1 QukyuFU I-7VEG Itn_HFLyXfpGRUk6VUvOOZd5Gvfpl f0 pPEzGdvr 1-0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 4.00 12 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.13 TCDL 7.0 Lumber Increase 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20101fP12007 (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. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.7 DEFL in (loc) I/deft 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 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 A. c'EN,9 • �'� Div P�o�3 380 _ -- - sl0 N A� E .�. FL Cert. 6634 :1 May 14,2012 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERENCE PAGE PHI.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. i 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 MOW �y+�8y9l+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 11/4 i fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/Vil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 181 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 3361 D-4115 If Southern Pine SP or SP lumber is specified, the rest n values are those effective 0GA112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 ob Refe a ce o tiona . 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_5MdK4MSQTz?ZfRxyuFU H-7VEGItn_H FLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 1-0-0 4-0-0 Scale = 1:11.0 3x4 = LOADING (psfl SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 14lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=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 non concurrent 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 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON 771IS AND INCLUDED MRTEK REFERENCE PAGE 01-7473 BEFORE USE. _ _= . Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is far 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 p1 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MffeA'16• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualtly Cdtedo, 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 00112612 by ALSC or proposed by SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M 11323 J6 MONO TRUSS 8 1 Job efere ce o do a . Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz. j7xSx_c_fXi4uz9yuFU G-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq i -1-0-0 6-0-0 1-,1-0 6-0-0 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TP12007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 CSI DEFL in (loc) I/deft Ud TC 0.86 Vert(LL) -0.07 24 >964 360 BC 0.74 Vert(TL) -0.18 2-4 >385 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) 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. Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 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 fora 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 Ib uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 A. ��°° • °•ENS'-. 1� 0 39380441 TE I A• V 4 '�.,�l�NAt-E� 1111111 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ,16TEKREFERENCE PAGE MU-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. w 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 e erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M!69grk* fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerla, 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 22374. Tampa, FL 33610-4115 If Southern Pins SP or SPp) lumber is specified. the design values are those effective 66i0112012 by ALSC or proposed by SPIB. Job Truss Truss Type PlyM Grand Carlton III with porch 11323 JB MONO TRUSS62' 12Qty 01 ob eference o io a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 is Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz-_j7xSx_c_tXi4uz9yuFUG-bhoeWDod2ZTp9pOT?C FL2iSUGzwn?MvyGJ9MygzGdvq 8-0-0 1-0-0 M-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.51 TCDL 7.0 Lumber Increase 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) 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. DEFL in (loc) I/deft Ud Vert(LL) -0.15 2-4 >613 360 Vert(Q -0.37 2-4 >245 240 Horz(TL) -0.00 3 n/a n/a Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. 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 chard 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 �At�,1911SIi01BlJ!! 9io 39330 s •• .R =FL Cert. 6634 ::1 May 14,2012 L WARNING . Verify design parameters and READ N07ES ON771IS AND INCLUDED MITEK REFERENCE PAGE P211-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component.~ Applicability of design parametersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility 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/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 f SP or SPol lumber is specified. the design values are those effective 06A112012 by ALSC or Dr000sed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M 11323 KJ8 MONO TRUSS 4 1 Job Reference o do al . chambers Truss Inc., Fort Pierce FI. 34982 1-5-0 7-3-4 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq Scale = 1:20.3 3x4 = _,.., 5 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.29 TCDL 7.0 Lumber Increase 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr NO WB 0.50 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) 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 (Ib) or less except when shown. TOP CHORD 2-3=-1116/488 BOT CHORD 2-7=656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=1220/720 DEFL in (loc) I/deft Ud Vert(LL) -0.06 2-7 >999 360 Vert(TL) -0.15 2-7 >845 240 Horz(TL) 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ib 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)-10-4=-124(F=-40, B=40), 2=-2(F=9, B=9)-to5=-56(F=-18, B=-18) €�39384-:- r7. "'_ ��~ate: x TAT E C?`% tii1891 FL Cert. 6634 :::] May 14,2012 AWARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITBKREFERENCE PAGE )61-7473 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. i--, 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/rPil Quaftty CrIteda, 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 Sop lumber is specified, the design values are those effective 00112612 by ALSC or proposed by SPIB. e ,ZI; PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'nd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or ell by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O U a- O 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 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 © 2012 MiTek@ All Rights Reserved 2 �0000000 00 - a[ 1-NI" "" - "' MMT a ,ell MiTek Engineering Reference Sheet: Mll-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 BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. 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. -0, cf. /< - /4— j Z. — 2 6 " S c A /C — el - / 51 - / 2 T 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 Street: ��-o S�Q �:ls� - +X� , Builder Name: COMFORT CONTROL OF SLC, INC. 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 % 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 (ft') 0 c. 11. Ducts R= ft2 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 EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and 4l'�B S'r �040 this calculation are in compliance with the Florida Energy specifications covered by this �y0 = fi Code. calculation indicates compliance h ,,' ; ',0`„ "1 with the Florida Energy Code. rnrr • '�� " _ `•';•. „ O l PREPARED BY: DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 0d * k l� t° I hereby certify that this building, as designe , is in ompliance Florida Statutes. COD with the Florida Energy Code. WE OWNER/ GENT BUILDING OFFICIAL: DATE: 1; CL DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE , FL CLIMATE / v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlock1 150.7 ft 0 1446 ft2 _--_ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 W WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Otnt To waILT-ype Space R_ya�iia Et t� Ft In Area FZV_alue-Faction-9hsor_ ° 1 N Exterior Concrete Block - Int InsRoomSInBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomsInBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomsInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsEloomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomsInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomsInBIoc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomslnBloc 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 Oft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.00036.0 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 cfrn 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / ---- Supply ---- ---- Return ---- Air Percent HVAC # �/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb X] Mar X Apr May Jun Jul Aug Sep X] Oct f Nov X Dec IX] Heating XJan X] Feb IXI Mar f Xj Apr May XJun XJul �xi 1XI JXJ JXXJ Aug �Xxj Sep X] Oct jXXjNov IX Dec Venting X Jan X Feb lX] X Mar [X Apr May X Jun X Jul X Aug XSep [X] Oct XNov X Dec Thermostat Schedule: HERS 2006 Reference Hours. Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 28.3. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGaugeO USA - RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. , , FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftz b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ftz 6. Conditioned floor area (ftZ) 1446 b. N/A R= ftZ c. N/A R= ftZ= 7. Windows— Description Area 11 •Ducts R ft a. U-Factor: Dbl, U=1.30 114.00 ftZ a. Sup: Attic, Ret: Attie, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ftz SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ftZ 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft Z a. Electric EF: 0.9 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwis new EPL Display Card will be completed based on installed Code complian t re Date: Builder Signature: Address of New Home:�yr��S��p��j�� City/FL Zip' 'Acce *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software :. 9 ® Pro Job: wri htsoft Project Summary � 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 Proiect 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 Heatt'n6 CoolingArea 1446 Volume e 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data 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 25HBC630A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling, 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . 2012-May-15 09:13:19 wrightsoft' Right-SuHe® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: Wt'I ji1t50{i 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 Information For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 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 25H BC530A 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 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 (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 RAA�M 1 A\f Cn f144 977 A') IQ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .c� + wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ZCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 Tr%TAI C, AAAL r14404 n'37A'1 nA7 OA7 %J I r%LJ I YYJ 41 10 1 GJ! `TG dT I - Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .z- wrightsofta Right Universal 2012 12.0.04 RSU05864 Page 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N + wrightsoft° Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-678-2799 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 ft2 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 - I 2.18 315 246 627 . - 537 0 0 0.: O AA-rlomd 1.270 n 35.56 39 0 1387 1029 0 0 0 0 2A72ob 0.630 n 17.64 126.39 122.24 15 .0 265 334 0 0 :; ° 0 -,,0 2A-2om _ . -. 0.840 - .n 23.52 . ! 25.39 ` ' 15 0 353 381 0 ' .. 0 .- - . 0 '" - . .0 11 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 I 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.- 6 124 83 211 161 48 27 : 69 59, G 2A-2om 0.840 s 23.52 25.39 20 ' 20 470 ; - . 508 0 0 0 0 D -11J0 0.600 s 16.80 } 17:40 21 21' 353 365 21- 21 . - , 353: 365: W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W L-G' 12C-Osw 0.091 w 2.55 i , 2.18; 282' 278 702 _ _ : 502 0 ° "0 0 - ' 0 ,2A-2om . 0.840 w " 23.52 - 6618 '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 R- 126-0bw' 0:097 - 2.72 t , 0:85.: 204' 204 554! _ '1Z4 80; - 80 , : 217 ' 68 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 G . 16C-19al 0.049 . - 1.37 2.08 = 66 56 77 ,. - . 117_ '0. 0 0 0. F 22A-tph 1.358 - 38.02 0.00 t 1445 151 5729 0 60 6 228 0 61 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20406 j 19792 j j j 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 WrlghtsOtTt® 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 : +�+ wrightsoftx Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-1378-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ftz 45.5 ftz Ty Construction U-value Or HTIVI Area (ftj Load Area (ftj Load number (Btuh/ft' °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat lCool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 . " 12C-Osw 0.091 n `. 2.55 2.18 196' ' ,157 400 " 343 ' 0 0 . 0 0 1A-riomd 1:270 , n - 35.56 " 26.39 -39, 0 " ° 1387 ton 0 , 0 , . 0 0 2A-lob 0.630 n 17.64 }" 22.24 :, 0 0 0 p 0 0 p p 2A-2om 0.840 n 23.52 25.39 -0 0 0 0. 0 0 _0 0. VLl 11 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 � G 2A-2om" 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw, 6.091, s, 2.55 2."18' 0 0 0 0 0 0 ". ,0 0 :L:G 2A-tom 0.840 s 23.52 25.39, .0 0 0 0 0 0 0 0 �D 11J0 " 0.600 . s 16.80 "1, 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 L-G 12C-0sw 0.091 w 2.55 , 1 2.18 0 = , '•0 6 0 52 '_ 52 0' 132 114 0 2A-2oin 0.840 w 23.52 66.18 I b 0 0. '.'0 0 O W 13A-5ocs 0.125 w 3:60 2.22 0 0 0 0 0 0 0 0 P 12B 0bw 0.697 - 2.72 ,0.85 0 0 0 0 56 56, 182 48 C" 16B-30ad 0.032 - 0.90 l 1.68 483 483 432 811 46 46 41 76 C 16C-19a1, 0.049 1.37 2.08 0. 0 0 " . 0 0 0 F 22A-tph 1.358 38.02 0.00 I 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft ' 2012-May-15 09:e 2 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 'CC4'6 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N +�- wrightsoft 1501 SE BILTMORE ST., PORT ST I Right-J® Wor sheet Enure House COMFORT CONTROL OF I LUCIE, FL 34983 Phone: 772-878-2799 Fax. SLC, INC. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 16, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height I 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft2 52.5 ft' Ty Construction U-value Or HT Area (ft� Load Area (ftj Load number (Btuh/ft' °F) (Btuhl�� 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 IA-rlomd 1.270 n W.56 26.39 .- 0 0 0 0 0 0 .: 0• 0 2A-26b 0.630 n 17.64 22.24 0 0 0 0' 0 0 0 0, 2A-2om . 0.840 _ n 23.52 25.39, . D. ,. 0 0 . 0 .. 0 0 . - _ _ 0. -0 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 G 12C-Osw . ' 0.091 . s 2.55 2.18 , 0 0 0 0 0 .. 0 `0 ` 0, 2A-2om ` 0.840 s 23.52 25.39 0 0 0 0 0 0 0 -0 -- I---D- 11J0 - 0.600 - s 16.80 17.40 0. 0 . 0 0 0 6 , 0' 0 W 12C-Osw '120-064 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W `:-L-G. . 0.091 . w 2.56 2.18' : 0 0 : 0 - 0 60 54 `. , ' 136 118 2A-2om 0.840. w . 23.52 66:18 0: ; 0. A .. . .0 .. ' . ' 6 ... 1 :, 141.. , 397: W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P ]2B-Obw 0.097 - 2.72 A:85' ' t(3 68 185 ' "5B 0. 0 '0 : 0 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 - 1.37 2:08 0 0 .0 0 .. O.• 0._ 0- 0 F 22A-tph 1.358 - 38.02 0.00 i i ) i 154 0 0 0 53 8 , 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 1 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 1-1 Total room load T-] 359 2942 -F 907 1 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 lak E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - vvrightsoft° 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.cam Job: Date: MAY 16, 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 It 14.0 x 19.0 ft 5 Room area 70.0 ftz 266.0 ftZ Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ftz °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat jCool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 WiWiWi 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 2A-2ob 0.630 n 17.64 22.24 .0 0 0 0 15 0 266 334 2A-2om. 0.840 n 23.52 I 25.39 0 , , 0 0 0 . 15. 0 3M .. 381' 11 W, 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I-- G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw-" ., 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0. 0" 0 0 �-D 11J0 0.600 s 16.80 " 17.40, 0 0 0 0 .. 0, 0 0, 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W . 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 162 162 . 412 353 2A-2om 0:840 w 23.52 66.18 0 .0 0. 0 10 0 .. 0. 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 129-0bw 0.097 - 2.72 '0.85 0 0 0 0 0 _0 0 ': - 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 - 1.37 I 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 I 0.00 l i I I i I 70 0 0 0 266 42 - 1697 - 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 Ill 4077 2231 15 Duct loads 22% 340% 14 38 22% 34% 896 760 Total room load i 1 77 149i 4973 1 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 1 2012-May-15 09:e 4 Right -Suite® Universal 201212.0.04 RSU05864 Page 4 'CC4" E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -;vrightsoft- Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ftz 45.0 ft= Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft'--°F) (Btu 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 , ; .. A : . .. 0' 1A rlomd 1.270 n• 35.66 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 2A-2om :. 0.840 n 23.52 25.39 0 0 0 . _ 0 0.. 0 1q1 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 I-G 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 _2A-2om 12C Osw" - 0:091 s 2.55' 2.18 0` D 0 0," 0 0 0. 0 --G 2A-tom . ' 0:840 , s 23.52 25.39 0 < ;. 0 0 0 0 0 '" 0 ,_ 0' D.:11'JO 0:600 s: 46.80 17.40 -. 0 ' .: 0 0 0, .. 0. " _. 0 .: Q 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, �--G .2A-tom, . 0;840 w ,:. 23.52 66.18 • 0. 0 . .. .0 ; '0. 0 . 0 .-;:. 0. ". _ _°...0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P. - 126-06w 6.097 2.72 0:85 E 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-19a1' 0.049 . 1.37 .' ;2:08 - 0 ,. '::, .p _' _A ...... 0 .." 0 ... 0 ; .V "_ :A: 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 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 ��` E:1Wrightsoft HVACIWynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N +�- wrightsoft' Right-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ftz 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft'L °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 yJ 12C Osw 0 091 n 2 55 218' 0: '0 0 0 0 0 0, 0 1A-riomd 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-tom O.8MO . n " 23.52 _25.39 0 ., 0 . , '°0 0 _ 0 0 . 0 0. 11 V+J 12C-Osw 0.091 a 2.65 2.18 128 128 326 280 0 0 0 0 I--(� 2A-2om 0.840 a 23.52 68.19. 0 0 0_ 0 0 0__ 0 0 w12C-Osw 0:091 s 2:56 2.18 ' 76 ' 66 143 122 0 0 - 0 0 -----GG 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 -..'O _ '0 0 6 0 ... 0 .... _ ' A 0, W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W `�---G 12C Osw , ` 0;091 w ` 2:55 2.18 8 8 '20 17 p, 6 0 0 - 0 "; ' '0: 0 W 2A-2om :. 13A-5ocs Oi840 0.125 w w 23.62 3.50 66.18 2.22 p" 0 0 0 0 0 0 0 64 ` , 64 224 _0. 142 R' `- : = 128 Obw,. ,-. 0:097 :: • 2.72 , 0.85 0 ., 0 : _ -,- 0 0 0 . ' 0 :: "'0 0 C 1.6B-30ad 0.032 - 0.90 1.68 196 196 175 328 0 0 0 0 C _: 16G19a1. 0.049 -. 1.37 2.08 .. -0 . -' " ' 0 6 _ : ,' 0 " ;,56 '" , 56 .. 7T 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 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 ACCk E:%Wrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N T'!PE. OF SURVEY.1 BOUNDARY PLOT PLAN I U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 6-25-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 6140 SPANISH LAKES "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE BOULEVARD, OF THE UNRECORDED PLAT COUNTY, °'-TOWN HEREON. 2• NSl UNDERGROUND UTILITIES OR IMPROVEMENTS WERE OF FAIRWAYS OF ST. LUCIE FLORIDA. o LOCATED UNLESS OTHERWISE SHOWN. 'X', Z 3. THIS SITE LIES WITHIN FLOOD ZONE 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 -NAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF SPANISH LAKES BOULEVARD HAVING AN SF = SQUARE FOOT c3 ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED A = DELTA OF CURVE PLAT 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 LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: lZ ate'-O Z 6�1 EXISTING SITE BENCKMARK S89'36'1 O"E ASSUMEDN= 23.41 c 109.68' SPANISH LAKES BOULEVARD 0ca o 00 20' PAVED ROAD c : 33.59 9i g197' C) A W AVERAGE TOP �G 4 V OF FORMS 10.00' 15.00 o, ELEVATION=25.80 r 2.39' ABOVE EDGE ;a OF PAVEMENT a �• 15N 6. ai0 .67' r; a - � 46.03' 10.00' • • �,�/ 3 N O n Ol 10 V / SCALE: 1 "=30' DATE': 6-25-12 DRAWN: CJM JOB NO.: 12-1368 DATE: 6140 SPANISH LAKES BOULEVi ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street *LEB#7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 EXISTING N89036959"W 87.009 LAST FIELD DATE: 6-25-12 CERTIFIED T0: '', WYNNE BUILDING COR RATION I hereby certify that the sg4ey, shown hereon -is true and correct and 13 based on actual measeurements=taken in the field. This survey meets the Minimm Technical Standards of Chapter 5J't17=florida;odm4ist'rative ad e ALEXAND J. 'PIA Professional'Surveyor & Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012 \DWG\12-1368.dwg, 6/25/2012 12:49:51 PM