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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE .ONLY SECTION TOWNSHIP RANGE - - - -- MAP NO. ZONING LAND USE �( j LOT CVG % TAZ NO. FLOOD ZONE X FIRM MAP # �� 1sT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after I LOT SPLIT LOT SPLIT (before 1/90) 1/90) 1 REQUIRED APPROVED ADMINST LIBRARY jIMPEACT PERMIT VARIANCE IMPACT FEE E FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE IMPACTFEE AREA SCHOOL GROSS ROAD—r�__ IMPACT FEE I I IWP GTTEE I CREDIT Y I N TOTAL ROAD IMPACT FEE t; <s r�br { ini+'� S.�F:?I� ::�,J �- t_, � � .,< ,rtCa+�`MI'L;ETE•'..�3 �;.: Y,Y:2a; ro OFMETE ONLY:: (� t DATE FILED. i PLAN REVIEW FEE:-= RECEIPT NO.: PERMITNUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO_: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED C\E COG St. Lucie County Building and Zoning s • SCANNED � 2300 Virginia Avenue - 7 j C • F �RpP BY Ft. Pierce, FL 34982-5652 (/ St, Lucie County 772-462-1553 `n APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITYIZONING COMPLIANCE PROJECT INFORMATION C_- 1. LOCATION/SITE ADDRESS: C��A 2. S/D NAME: Spanish I a k e T SITE PLAN NAME: 3. PROPERTY TAX ID #: pares o f 3 41 4 5 01 17 01 n n n 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Se^t-A nn 26, Tnwn sh i p_3 ti G ; and Range- 40R 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: _Single family r-esid-ence 11. SETBACKS (ACTUAL) A FRONT:1 : K \ S SIIGHDE �•.—�� SIDE 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL [.-] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. Sq. Ft./CONSTRUCTION: 1 ce 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 � J J J OWNER INFORMATION NAME: _ ADDRESS: gnipn .:.TT-1-1 -g,_; -p 402 CITY: Par- ct Lucie STATE: FL ZIP 34952 PHONE (DAYTIME): (=) R 7 R S 51 3 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: r t• ST. of FL REGICERT #: C-GC0 3 5 99 ST. LUCIE COUNTY CERT #: _Bg,a a BUSINESS NAME: W)znne Developmen QUALIFIERS NAME: ADDRESS: CITY: STATE: FT, ZIP 3 4 9 5 7 PHONE (DAYTIME) : (_7_ 8 7 8 — 5 51 3 FAX NO. ( 7 7-�') 8 7 8-765b email: ARCHIT/ENGINEER: ADDRESS: CITY: s t��t- STATE: F es-- ZIP 34996 PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. 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. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD.A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR -THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. -------------- OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work 1 be done in compliance with all applicable laws regulating construction and zonin . V CONTw aAxC Q ' • INATt , a t ; . STATE OF FLORIDA COUNTY OF "St T „r-i A The foregoing instrument was acknowledged before me this �22 day of IV 20. / 3 by Mathew y_1a Wynff4o is personall known to me or who has produced as identification. Signature of Wtary STATE OF FLORIDA COUNTY OF� �- LIapie The foregoing instrument was acknowledged before me this% day of - 20 fJ by Matthew T $1 A Winne who 1� � ersp onally known to me or who has produced as identification. Signature of Nouy o,Q oaf N H ski _Doe am q � �• J Type or Print Name N a, DOROTHY ANN BASKIN Type or Prin DOpOTHY AW PY P �I • `e�i Notary Pttbiic -State of Florida Notary P p� pp s omm. Expires Oct 2, 2016 Commission o ft Commission No. '� � ; y Ex► res Oct 2, 2016 Commission • FF 015226 n9;m. Bonded Through National Notary Assn. = Commission FF 01522d Bonded Through Nation! "Al NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE TAIUZED THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGI, THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. f JOSEPH E. SMITH, CLERK OP THE CIRCUIT CC FILE # 3840998 OR B00 624 PAGE 2009, - SAINT LUCIE COUNyTY, orded 06/04/2013 f `0:38 AM AFTER RECORDING -RETURN T0: PERMIT NUMBER: r 110., Spire u r,-.svi—d I'6r r,v.nrdi,y: i,dn 7 The undersigned hereby given notice that improvement will be mi de to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3 4 1 4 — 5 01 —1 7 01 — 0 0 0 9 Spanish SUBDIVISIONS 1 SLOC1 TRACT_t LOT BLDG UNIT Cos (�.J1=:�cr^. Section 26, Township +6G Ranae 40E 2. GENERAL DESCRIPTION OF IMPROVEMENT:sincle family residence,= 3.OWNER INFORMATION: a. Name w.Ynno B_ i1 7i C71rpnrAt-iO0 b.Address 8000 S_ U511 Suite 402, FSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owo :r) 4.CONTRACTOR'S NAME, ADDRESS AND PHONENUMPER: Wynne Development Corporation 8000 s- US1, Suite 402, PSL, FL 34952 777 B7A 5i1'i 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AN D BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: _ 7. Persons within the State of Florida designated by Owner upon wl om notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: 201-8418 NAME, ADDRESS AND PHONE NUMBER: Doug.Brant1ey 1 Silver Oak Dr. PSL, FL. B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 7)3.13 (1)(b), Florida Statutes: , NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20_ - - - - - ---- — Signature of Owner or Owner's Authorized OITicer/DirectorfPariner/Manager State of Florida County of Sr T irie' The foregoing instrument was acknowledged before me this By Matthew Lyle Wynne as (Name of person) Fo,WYnne Building Corporation (Name of party on behalf of whom instrument was executed) I p D1e Ol"k 14IV 1 (Printed Name of Notary Public) (Signature of Under penalties of perjury, I declare that 1 have read the forel belief (section 92.525, Florida Statutes). _ Sipnat of O or Owner(s)' Authori'. By: J it— 0V30n007tR-1dinrt Matthew Lyle Wynne Vice -President Print Name and Provide Signatory's Title/Office ay of / / r !1--/ . 20/3. pe of authority ...e.g-. Owner, officer, trustee, attorney in fact) mally KnownjZor produced the following type of ID: _.. OOIIO WAMf WKNI yln� �OCia,Fi... 1(wk rldradiMptmy ci . �+ od: toePublic)lhal`i:li0 10�0R015229 %tIMltattll, —�. tdt the facts in it are We to the hello o e e who signed above: By STATE Df FLDRIDA ST. LUCIE COUNTY THIS ISTOCERTIFYTHATTHISISA V. W TRUE AND CORRECT COPY Of THE ORIGINALA JOSV4E. SMITH, CLf RK p y Date: 1.NN____ 4 2013 WY'1*4E BUILDING CORPORA14vN 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 29, 2013 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 54 Golf Dr. Permit # 1306-0063 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved out of the park by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 02/20/2014 10:37 772878765V 1`, WYNNE BUILDING CORP._ PAGE 02/03 Professional Insulators Of South Florida FTC Insulation Installation Certificate To: st. Lucie County Date: February 13, 2014 Re: Lot/Block: Address: 54 Golf Drive Project: Th.-!mde.rsianp.d harehv certifies that insulation has been installed in the above described property as follows: I. 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 (fl arne walls) have been insulated with: Spray -on Cellulose Thickness In inches: Fiberglass Blankets Manufacturer: hock Wool Blankets Density: Aluminum Foil R-Value: Polyurrethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose 'thickness in inches: 10.375" Fiberglass Blankets Manufacturer: luauf Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose kill Other Ceilings have been insulated with: X Fiberglass Blankets Thickness in inches: 9.5" Fiberglass Loose kill Manufacturer: Ktauf Rock Wool Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: hock Wool Blankets "thickness in inches: 3.5" X Fiberglass Blankets Manufacturer: Knauf Spray -on Cellulose Density. Polyurethane R-Value: R-11 Other �.. .i- _."co"0 _:44 5. The following have been insulated: +` .-I1- •. r '� CB C� . aT •... (yLIP Co Cy ifs WYNNIK BU11�DING CORP Professional 10sulat- !7f General Contract/Builder I!MUlfttj11;AWqfita +. RECEIVED FES 20 7014 • Termite Inspection ® Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service •L' d9tl d JesLIS Christ is Lord Termite & Pest Control Inc, i 772=323-7921 Fax:112-348-5999 Email: Evictabug@gmail.com 2373 SW Woodridge St. 4 3 icense nsure Lic JB175775 - Port St. Lucie FL. 3 95 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC)104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I DATE OF SERVICE - Oaf f '/'-I TIME //." 15— DE �V.�ELOPMENT NAME (PROJECT) CONTRACTOR'S NAME JJ CONTACT PERSON d STRUCTURE ADDRESS (LOTIBLOCK) _ / r CITY, STATE, ZIP CODE r COUNTY 4" L � r el "NOTES 1 `P / 1 f CA TREATMENT TYPEIAREA / r I ❑ FLOATING l4MONOLITHIC 171PATI0 ARAGE (l7� DRIVEWAY ❑STEM WALL El ADDITION ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS ❑ TAMP & TREAT ap-'JTREAT ONLY ,)FINAL ❑ POOL DECK ❑ OTHER PRODUCTS f613ASELINE ❑ DOMINION 2LACTIVE INGREDIENT 'MIBIFENTHRIN ❑ TERMIDORTC ❑ BORACARE ❑OTHER ACTIVE INGREDIENT ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION F. ®J.06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED %t SQUARE FOOTAGE 0 LINEAR FOOTAGE SQUARE FOOTAGE VERIFIED YES ❑ NO O, MEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET RECEIVED 11112 7 7RIA -&YES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line' `(` t( FINAL STICKER AR� ElELECTRICAL PANEL ❑WATER HEATER �OTOTHER moment Terms: Payment due at time of service. I -rlLl - Date Date Applicator: (Evict A1Bug%rmite and•Pe`sf Control, Inc.) Lt + C-N n c1 J 'r, Customer (Property Owner or Agent) F �\ r , 4L CEMEX Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: ol-32/1f_JI-3-C f Customer Code: Customer Name: '30266-05 RODNEY HALL.' S CONCRETE? CONST I Project Code: Project Name: 40910256 MAY--RODNEY Y HPLI, ALL WORK Ticket Date: Delivery Address: 1 ()+/E<`. / 13 31' GOLF DR1 IJE 'Delivery Instructions _ µ NORTH '�N ORTH EN RAINC�E, iSt RIGHTS "LIEN LEFT ON GOLF Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number. VERBAL. RODNEY VIERSAL RODNEY Map Page: Map/Row/Column: Dispatcher: wi-1K,1L,UC 1 NEC Ticket Number: 32844862 Oue7b: Slump: TrukDrive �dDriveiNEnd Use: �Vti atLDNG WnLL�4'5 5 v0f l }��7a1' LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 30e00 1:0 Pwa1a 10,00 1'236590 3000 'RPM W/SAND YD3 OCT 24 tam 11 ' 14 1a f:y 1ic_4 813 FUEL SURCHARGE 1.00 1202749 ENVIRONMENTAL CHARGE Cash Check # /Auth Cade: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: RECEIVED OCT 94 2013 WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 0 68UNIVERSAL F'RE of TRK% ti INVOICE LOAD NUM � 1 This Delivery Ticket .incorporates here,*,-' by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotal if any, and Seller's Order Confirmation (i, ing limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre nt" ). Seller will provide the Standard Teal Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and .items were delivered as indicated and further expressly agrees to pay .in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including .limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion do credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albahilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025%v de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en ]a piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o per.-foracion 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 amoniaco. Seguridad: La h.umedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en ]a nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las mans con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos inns de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en ]a parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente s.i la irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fork Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITfE TREATMENT CONSTRlUCTION SOIL TREATMENT PERMIT #: �30C.- QQQ JOB ADDRESS: 5Lt G AU,q5a- BUI1 DER/CONTRACTOR: PEST CONTROL CONTRA( PEST CONTROL LICENSE We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: �1/ 61 Percentage of solution: Date of Treatment: /b-Y -13 Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: &GS kk n-e. Total gallons used: a0_0 Time of Treatment: 9: 40 �,- -Slab O 1' Treatment Re -Treat Pools 1" Treatment Re -Treat Perimeter for Final Inspection Si nature o xterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. , L- Ccmcx Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 0, 92,/ 10S,2 Customer Code: Customer Name: 30 `'Sc r.S``i fitMMEY 1-1s=s1_t._ q c CONCRETE C.".Ot'dST Project Code: Project Name: Ticket Date: Delivery Addresrs':: ii f ry r T LF Delivery Instructions: Ct.ltt I Hi N��a3;lF_ys �_'\? Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: I;;'-1, j- SIC T. 0—c Ticket Number: Due On Job: Slump: Truck Number: Driver Number: DriverName: End Use: ;} (_]t'121"1 75 41 1o5:*:*:'2 ANGEL DELATt7RRE UNIMSU." o DR I V'EW LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT , „ l,lt.,. 't, , -r a.l"�(,; _.,- o (,i t_"t j I. �a .l_ � i;�;;:i{./(_? I'�I.:.. • i� s 5. 2 I �_, r #,� a i; �. °r(,1..1.� "rf ,..:[E L:I?a It:�?r! i, 0 fi FUE�- SURCHARGE ENV t RM:IMEill i"fli._ CHANGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge _ Comments: WATER GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE r CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: RECEIVED ULI 1.1LU13 ❑ 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 i Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Pro( terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your afety and- eM1 control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling inf ation and to the mate 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 % L 1 rjersown risk. If water is added on job, concrete strength lay cause skin and/or eye Irritation. CAUTION: Material Please refer to the backside of this ticket for important Very data sheets for additional Information. 6BUNIVERSALIfi� ') TRI,e I.t.'{_ii_._rt :a�i INVOICE LOAD. '. This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if- any,, Seller's Standard Terms and Conditions, Seller's Quotati. T any, and Seller's Order Confirmation (: ding limitations of, warranties), as iffull.y •, set forth on this Delivery Ticket ("Agre, it"). Seller will provide the. Standard Ter ad Conditions upon request'?13L ehagrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated_ and further,. expressly agrees to pay in accordance with the Agreement. a AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH :Aggregate.products are naturally occurring materials including limestone, dolomite, granite, volcanic rock., sand, gravel, and other siliceous materials. Cement'products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to'eyes, skin, and/or respiratory tract. Dust from handling, crushing,, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and. appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for .1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical. attention if irritation persists. CE.MEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 . 02/1.2 For more information please visit www.cemexusa.com. Este ticket de entrega iricluye -como referencia al comprador (ya previamente ejecutada en� su aplicacion de- credito); cualquier termino estandar, .condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland. de albanilerfa, pozzolan (tipo IP), azulejo de azotea y-estuco: Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales sil cios. 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 irritation en los Ojos, quemaduras en pie[ 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, torte y/o perforation puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer s.i son inhalados. En caso de ser ingeridos, mantenerse en temperatura edlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad•� La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser. irritacion o quemaduras en la nariz, garganta y pulrrtones. Acudir i.nmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para. proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos man de los limiter recomemdados, use protecciorirespiratoria. Primeros auxilios: En caso de contacto en los ojos, i.nmed.iatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. . CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 :V7 combinado Houston., Texas 77024 02/12 Para mas information visita www.cemexusa.com. e )'3 oLd�� FIELD DENSITY TEST REPORT C " DUNKUDERGER engineering & testing, inc. Report Number: HB091011.0004 alienacanCOMraon Service Date: 10/01/13 607 NW Commodity Cove Report Date: 10/02/13 Port St. Lucie, FL 34986 Task: 772-343-9787 Reg No: 6870 Client Project Wynne Building Corporation Spanish Lakes -Phase I Attn: Matthew Wynne 8000 S US Highway 1 8000 South US 1, #402 Port St. Lucie, FL Port St Lucie, FL 34953 Material Information Mat. Proctor No. Ref, No. Classification and Description 1 HB091011.0001 Brown fine SAND, trace shell fragments Field Test Data Test No.' Test Location Project Number: HB091011 Lab Test Data Project Requirements Optimum Water Max. Lab Water Minimum Laboratory Content Density Content Compaction Test Method (%) (Pei) ASTM D1557 12.0 107.0 N/A 95 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (Pei) (%) 54 Golf Drive, Permit No. SLC1306-0063 1 Front of Building Pad 0-12 1 12 118.5 11.8 11.1 106.7 100 2 Center of Building Pad 0-12 1 12 :. 116.4 12.6 12.1 103.8 97 3 Rear of Building Pad 0-12 1 12 115.7 13.1 12.8 102.6 96 Datum: Inches below top of subgrade Serial Not 34488 Std. Cut. M:714 Std. Cnt. D: 2287 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in -place density tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Michael Cohen Reported To: Contractor: Wynne Building Report Distribution: (1) Wynne Building Corporation, Matthew Wynru (2) Wynne Building Corporation Reviewed By: RECEIVED OCT 07 2013 Test Methods: ASTM D6938 FL Registration No. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not.be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CRo007,447-12,Rev.5 Page I of 1 .FESIDENT'_IALIC`OMMERC`IAL.�ill�d)ING PERMIT CHECKLIST Site Location: '%.J '^ .Permit Number: .._._.... .._.._ _-- Technician: l General: Application completely filled out with notarized signatures J Yes No N/A . � Sub Summary List with contractors names and county & state 'v Yes � No N/A certification numbers � � Sub Agreements with original signatures Yes No N/A Yes No N/A Owner Builder Affidavit �/N/A Owner Builder Electric Affidavit Yes Cl.No � � Yes No N/A Filled Land Affidavit Geo or recorded warranty deed Yes No N/A Recorded Notice of Commencement�- Yes. - No N/A Utility Agreement or Payment Receipt Yes No N/A � � Yes �' No - N/A Vegetation Removal Permit �' � Non Conforming Lot of Record Yes No N/A Plans, Calculations & Attachments Q CoDies c0mmercial%.2 resaa ntzat : Complete set of plans with engineer/architect raised seal Yes r No 0 N/A l~=j f__I Truss plans reviewed and approved by engineer/architect Yes No lN/A r. ' l Landscaping and parking plan Yes — No / N/A 3 Copies of approved site plans Yes E-3 No / N/A 2 Sealed surveys or plot plans with dimensions, finished floor Yes No N/A elevation and setbacks Health Department approval stamped on survey and floor plan Yes No N/A Health Department food establishment permit stamp on floor plan Cj' Yes 0 No N/A Manual J or Manual N calculations Yes No N/A ,Signed Energy Calculations Yes �' No � N/A Sealed Wind Load Compliance Certification Yes No n N/A Product Review Affidavit Yes No 0 N/A Page 1 of 2 . ESI.DEN IALICO1Vp.1V ERCIAL BUILDING PLRIVI.IT CHECKLIST Site Location: Permit Number: �-- ---� Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWMD or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets RV and Mobile Home Tie Down Only (2 copies): Permit Worksheet (Tie -down diagram) Manufacturer set-up and installation manual Manufacturer blocking diagrams Signed penetrometer test (1 copy) Stair details Mobile home inspection report for relocation Copy of Title for relocation Class A approval from Growth Management Comments: Name. i2,nature: Technician: -- -j 0 Clear Form Page 2 of 2 Yes No / N/A r Yes' No �j N/A �-` Yes -' No � N/A Yes � No � N/A Yes � No � N/A Yes Oj No N/A Yes' No N/A Yes No ...._� N/A � Yes No ' `' N/A Uj Yes ri No N/A 01 Yes U No `T N/A Yes No N/A • Yes -� N o l N/A • Yes Cl No p� N/A : C:�o_,)V 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan RevJew Record that require a field check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Two-family dwelling separation (R302.3) Floor live load (Table R301.5) 'a psf ✓ Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) psf / ✓ Dwelling/garage opening/penetration protec- Ground snow load WIA psf / tion (R302.5) Basic wind speed Wind exposure category (R301.2.1.4) mph High wind design criteria appli� (R301.2.1.1) Seismic design category (SDC) Qr [Figure R301.2(2)] Ilv A; SDC C&D provisions (R301.2.2) tj Weathering Frost line depth Termite area ✓ Decay area Winter design temperature Ice barrier underlayment required /a! Flood hazards ✓ FIRE-RESISTANT CONSTRUCTION (R302) r/ Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) '/Continuity and structural independence (13302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) _✓ Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) '�_� Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, , R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) L-' Fireblocking (R302.11) �✓ Draftstopping (R302.12) ✓ Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilincit Natural* light Natural ventilation* Living 120 T-0" 7'-0" T-0" 8% floor area 4% floor area Dining 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A T-0" 5'-0" 3 square feet 11/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8" min. at plumbing fixtures and for non -habitable basements. V Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink V_ Sanitary sewer (Chapter 30) Private disposal (Appendix /) GLAZING (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.4) _44__�_Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor ' /� (R309.1) A /� Carport: open two sides; noncombustible / floors; sloped floor (R309.2) ✓ Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) ✓✓✓✓ Areas, height, width, operations (R310.1.1 - R310.1.4) Window wells (R310.2) Bars, grilles, covers and screens (R310.4) At Under decks and porches (R310.5) MEANS OF EGRESS (R311) General (R311.1) Egress door (R311.2) Landings at exterior doors (R311.3 - / R311.3.3) Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces / (R311.7.5, R311.7.6) /fl!!� Handrails required (R311.7.7) �V Handrail height, continuity, grip -size a(R311.7.7.1 - R311.7.7.3) � Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) '� Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) WAL Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE/ALARMS (R314) Referenced standards (R314.1, R314.2) ✓Location and interconnection (R314.3) ✓/ Power source (R314.4) CARBO MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOA, PLASTIC (R302.8, R316) Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317/and R318) Protection required (Table R301.2(1), R317.1, 318.1) WJW_�Quality mark (R317.2 and R318.1.1) SITE DRESS (R319) Address numbers (R319.1) A�E SIBILITY (R320) Type B dwelling units applicable (R320.1) ELEV TORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) -"" General (R322.1) 4WHazard area and requirements (R301.2.4, �/Design 309.3, R322.2, R322.3) professional (R322.3.6) STO HELTERS (R323) , V.W General and referenced standard (R323.1) -4- FOUNDATIONS (Ch pter 4) MAT IALS (R402) Co /" Wood foundations (R402.1) Wa t Concrete, compressive strength (R402.2) FOOT_ If�l3S (R403) Soil bearing value (R401.4, R403.1) �ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but < footing / thickness (R403.1.1) / Footings in SDC C 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 pro- ected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry = 1/2" di- ameter bolts, within 12" but not less than 7 olt diameters from corner, 7" embedment '111(R403.1.6) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) AJ Masonry foundation walls (R404.1.1) ��Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] ncrete foundation walls (R404.1.2) II height, unbalanced backfill, nominal hickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), 6404.1.2.2, R404.1.2.3.7] Stay -in -place forms (R404.1.2.3.6.1) _ SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) (1�1 Drains required if habitable or usable spaces ppl`� are below grade* (R405) tV Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) jVW Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMN (R407) Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns (minimum 3" diameter, Sched- ule 40 pipe) (R407.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE PRECAST OR MASONRY FOOTINGS finches)a LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 >t 4,000 Conventional [inht—frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-Inch brick veneer over light frame or 8-inch hollow concrete masonry 1-story 12 12. 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or full routed masonry 1-story16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- .1 1 FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) IV W Access (R408.4) ba— Removal of debris (R408.5) WA Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOO JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) trusses (R502.11) Draftstopping (R502.12) LUM ER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOO STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) A Thickness (R503.2.1) IL Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] THE �jED-WOOD FLOORS (ON GROUND) (R504) �f Base course: 4" thick with maximum 3/4" /P gravel or IT crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEELIF,LOOR FRAMING (R505) [� Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CON,CR"E FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" R506.2.1) se course: 4" graded with 2" maximum aggregate (R506.2.2) apor retarder (R506.2.3) CZ Reinforcement support (R506.2.4) 10 WALL CONSTRUCTION (Chapter 6) GENERA (R601) �esign (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOODrCONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STE L WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) 00- Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Kl Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHE Q HING (R604 and R605) NWood structural panels (R604) �k Particleboard (R605) MASONRY ONSTRUCTION (R606 - R610) General design (R606) V/S C C and D (R606.12) v Unit masonry (R607) Multiple wythe masonry (R608) ✓ Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) tay-in-place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIO WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONITRUCTION (R613) Applicability (R613.2) IV Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTE I R WALL COVERING (R702) jV Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and / fastening (R702.3.2 - R702.3.8)- eramic tile (R702.4) �/ Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) j Wood siding (R703.3) N/ Attachment and minimum thickness L (Table R703.4) V Wood shakes and shingles (R703.5) Exterior plaster (R703.6) _Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum ( bearing each end (R703.7.3) N Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/8" corrugated metal; 24" o.c. maximum 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) lashing (R703.7.5 and R703.8) V Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) . Ar Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERfjL (R801) Design (R801.2 and R801.3) _Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) V., Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) -IRafter tie (R802.3.1) ✓ Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) `�► /'' Bearing (R802.6) _ f Cutting and notching (R802.7) N Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) /Wood trusses (R802.10) Roof tie -down (R802.11) CEILING OISTS [Tables R802.4(1), R802.4(2)] ithout attic storage, LL = 10psf With attic storage LL = 20psf Spacing �pecies Grade kX an Size RAFT RS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf iJ Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing ----/S ecies -" Grade pan /Size :'q He/HR; Adjustment factor ROOF SEATHING (R803.2) v/ rade Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) ROOF -CEILING CONSTRUCTION (cont'd.) STEE ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) oof construction (R804.3) Roof tie -down (R804.3.9) ROOF VENTILATION (R806) � Ventilation requirements (R806.1 - R806.4) ATTIC ACCESS (R807) Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF C ASSIFICATION (R902) ' { Slate and slate -type shingles (R905.6) t>' Roof covering materials (R902.1) N Wood shingles (R905.7) _ c n WEATHEFj,PROTECTION (R903) _dd shing (R903.2) C�eping (R903.3) of drainage (R903.4) Hail exposure (R903.5) -MATERIALS (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIR ENTS FOR ROOF COVERINGS (R905) .sphalt shingles (R905.2) lay and concrete the (R905.3) Metal roof shingles (R905.4) `Mineral -surfaced roll roofing (R905.5) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) RO INSULATION (R906) General (R906.1) RERpOFING (R907) Materials and methods (R907.1) Structural support (R907.2) IA- ) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MAeeSrr NRY FIREPLACES (R1001) W lk,*, Construction (Figure R1001.1 and Table R1001.1) _j_eSDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (RI 001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) -AwHearth extension (R1001.10) Af Fireplace clearance (R1001.11) Fireblocking (R1001.12) MAS NRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) OireCorbeling (R1003.5) w CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) b)_[KChimneycrickets (R1003.20) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) FACTORY -BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) A _ Installation (R1004.2) FACTPRY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) _ Installation (R1005.3 and R1005.4) EXTEPZIOR AIR SUPPLY (R1006) SKIntake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) = Compliance; material and equipment /(N1101.2, N1101.3) Climate zone (Table N1101.2) "See energy conservation plan review record v Building envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) . Appliance access (M1305, M1401) VAppliance installation (101307) ZHeating and cooling equipment; heating and cooling load calculations (Chapter 14) V Exhaust systems (Chapter 15) Duct systems (Chapter 16) ✓/ Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) . Air requirements (G2407) Installation (G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) 1�► Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) W fit- Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) Iv(� Piping installation (G2415 and G2419) kJ Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, / P2604) Sanitary and storm sewer location and depth � / (P2603, P2604) � / Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) �Sprinkfer coverage ` (P2904.2.4) N Piping materials (P2904.3) Flow rates (P2904.4.1, ( /� P2904.4.2) 1� �'l Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) `� Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) %,-/Storrn drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 334-43) t / " 3 y Penetrations of fire -resistance rated assem- blies (E3402.2) Listed and labeled materials (E3403) Service equipment and location (E3405, 1 / E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) V, System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Wiring methods (Chapter 8) t7Required lighting and receptacle outlets V Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) �7�yAppliance installation (Chapter4l) I"/ _�1 Swimming pools (Chapter 42) WA__Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) AkProvisions adopted (R102.5) Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) provisions adopted (R102.5) A�Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) NProvisions adopted (R102.5) ," Compliance with Appendix G verified PATIO COVERS (Appendix H) N 'Q Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) N Provisions adopted (R102.5) d" Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) 1� (A- Provisions adopted (R102.5) 6/ Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) �( Provisions adopted (R102.5) ---i--- Compliance with Appendix K verified HOME DAY, CARE—R-3 OCCUPANCY (Appendix M) lk-Provisions adopted (R102.5) Compliance with Appendix M verified -12- St. Lucie County Building'& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation willbeusing the following sub -contractors for'the (Company/Individual Name) project located at C"� C (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade. Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 194 RC29027087. Gas PERMIT I I�J .�� .I ISSUE DA' NUMBER: v� �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR10P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: cvoz ,I State of Florida Certification Number (If applicable): 4 % (— S E to cLr SAC e .l-l�C have agreed to be the (Company Name/Individual Name) e le C f ri c.Gi l sub -contractor for Lduylvic I M oarDcyll co(p, (Type of Trade) (rimary Contractor) for the project located at Z:�� , (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 4"_ 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 1; EOU1RED SIGNATURE PRINT NAME DATE Business Name: _S 4 I) 15 1 Address: —'5 LL0 l UJ • CO VAR X -- R 061d City/State/Zip: F7T' F�',2i('Cp //, 1�), 4-9 y� Phone: "7 7a. — q%4/— `p `t to (o email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC -WORKS BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8 2}1R State of Florida Certification Number (if applicable): CAC 0 7 4 3 7 9 Cnmfort Control of St. Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located atj� ��Q l' (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) Business N Address: City/State/Zip Phone: Barry Zimmerman PRINT NAME DATE Comfort Control of St. Lucie County, Inc. OFFICE USE ONLY: PERMIT # ISSUE DATE COUNT-Y E L 0 R I D A PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 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 tS*-A Q • - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing &'Supply co Inc. 3185 Sneed Road DATE Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com ni -p-ri 7i TT.CTi. nNT.V. V l'1'ivaJ vAJY �+ PERMIT # ISSUE DATE y i ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ' • F�ORI�P • BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (If applicable): R C 2 9 0 2 7 0 8 7 Treasure Coast Fan fC]f i ng , r.r.0 have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at': �Qy 1�,,Q- (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No_ 004-00)' BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE 1tEQUIRED 1Rri an Maloney SIGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 Al h SW R i l t m o r e St- City/State/Zip: Port S t. 'Lucie , FL. 34984 Phone: (7 7 2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE i` ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: E� Cnv'z Part of 3414-501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/LegaJ description/Address) .for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lvle Wvnne Property Owner Name RMT, t, OO wzler Sri e Date STATE OP FCORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS v`L of DAY OF /Q'LI 20 BYMatthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED &0-1� SIGNATURE Y NOTARY NOTARY PUBLIC TITLE S IDENTIFICATION. J>o R 0-ni Y '004'/j A 9'4sg1 a TYPE OR PRINT NAME OF NOTARY (SEAL) DOROTHY ANN BASKIN Notary Public - Sto of FloMM •5 My Comm..EWros Oct 2, 2016 ,�•'. p Commission 0 FF 015226 %.°;,� �5' Bonded Through Nib" NOW At>M. ZZcmcx w Customer Code: Customer Name: 302GG05 RODNEY HALL' u CONCRETE I:'04° ST Project Code: Project Name: Ticket Date: Delivery Address: 02/0-3/ 1 e . 54 GOLF DR, Delivery Instrtuctions: AK t _ I Customer Job Number: Order Code / Date: Project P.O. Number:' Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: _. ^ ,32985938 Due On Job: Slump: Truck Number. Driver Number: Driver Name: End Use: �07�15 5. oo 1 t to232--` 1 1139206 +JOHNN'V ` 1111PSON f3i..DNG n -SLAP. LOAD CUMULATIVE ORDERED MATERIAL CODE `, PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 10. 00 11.00 1.028081 2500 FtEG Vr) 3 FEB 01 Ay, 6:612 h Check # / Auth Code: -1 Signature of Driver Receiving Cash: Cash Ri J Check Charge Comments: Total COD Order Amount to Collect I , Without Standby Charges: 1 !dam' sq 4 WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. RECEIVED FEB 04 2014 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: - within one business day after the receipt of materials. O r 68UNIVERSAL PREV RK a INVOICE LOW) NUM.- I This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotation, if any, and Seller's Order Confirmation (including 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, 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 aYnmonia can cause coU ping 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 irrigation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia a] comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor, (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fucron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una rota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS ' VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca- volcanica, arena. Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, dd albanilera, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025%) de silicoo crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reaeciones alergicas en la piel. Concreto seco y polvo de agregados. pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis putmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en iemperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, in•itaci6n o Seguridad:.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 pia? J e btiaiites; IrptcZciiirfien los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte, afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci611 visita www.cemexusa.com. Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: 772- 462-2165 Fax: 772-462-2522 Request for 30-Day Temporary Power Release Date: 1/30/1-4 Permit Number: 1306-0293 Project Address: 10189 & 10191 S Ocean Dr., Jensen Beach, FL THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE 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 that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power .for 4. Testing" have been fulfilled and. the premise is ready for compliance inspection. 5. 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 Order issued if the .Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOED HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. / " 1 /30/14 O SIGNATURE DATE 1 /30/14 G N RAC OR SIGNATURE DATE 1 /30/14 ATURE DATE SI,CPDSD Revised 06/14/2010 RECEIVED JAN 30 1014 02/28/2013 04:31 7728787656 WYNNE BUILDING CORP PAGE 02/03 Date: Property Address: St. Lucie County )Building & Zoning Department 23o4 Virginia Avenue Port Fierce, FIB 34982 772-467-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release r Pern]it Number: �� r J THE UNDERSIGNED HEREBY REQ E ST RELEASE OF R A PERIOD NOT -TO3 0) DAYS, FOR ABOVE DESCRIBED L POWER TO THE PROPERTY,FOR THE PURPOSE OF TESTING SYSTEMSAND T VAL OF THE REQUESTENT R4 WE kIEREBY ION FOP. AL INSPECTION. IN CONSIDERATION OF APPRO ,ACKNOWLEDGE AND AGREE AS FOLLOWS: X, This temporary power release is requestedt ofor othle above stated purpose er than that permitted by construction and there will be 110 occupancy of any yp , during this time period. all terms and conditions 2. As witness by our signatures, we hereby agree to abide by of this agreement, including Building Division Policy, which is incorporated herein by reference. 3, All conditions and requirements Listed in the at h beelol fuiilled and the premise is ready'for compliance inspection "Requirements for 30 Day Power for Testing 4. All requests he Power may be r� uoyed from the site and/or as Stop Work0 days mu9t be made in writing to Order is issued if the Final Inspection for the request. has not been approved within 30 days. A fee of. $100.04 will be required to Lift the Stop Work Order. NTY, AND VVE THEREBY RELEASE AND AGREE TO HOLD ABILITIES AND �CLAIM' S OF ANY TYPE DOF NARE THEIR EMPLOYEES FROM ALL WHICH MAY ARISE NOW OR IN TIE FUTERE OUT OP"�IIIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE EVENT OFVIOEAT ON OF THIS AGREEMENT,ELEC ELECTRICAL PO'W�IN THE DATE �L DATE SIGNA,T URL, DATE RECEIVED N, 051013 02/28/2013 04:31 7728787656 WYNNE BUILDING CORP PAGE 01/03 St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort, Fierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary' Power Release Permit Number". \ Date: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAIS, FOR THE PURPOSE OF TESTINGCONSIDERATION OF APPROVAL OF'I'HE R REQUEST WE HEREBYTION FOR AL INSPECTION. IN CONSID ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This teinporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As vvituess by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. X11 conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" • have been, fulfilled and the premise is reedy for compliance inspection,. 4, All requests for an extension beyond 30 days mint be trade 1111vriting to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Fork Order issued if the Final Inspection has not been approved within 30 days. A fee of $1.00.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EM)?LOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WIiICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH EVENT OF VIOLA ION OF S A,G ENE INCURRED DUE' TO THE DISCONNECTION _WWOF ELECTRICAL Pp CONTRACTOR SIGN& DATE RECEIVED NOV 05 2013 ® Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely QiaJLWr xslues established by others. ph MiTek® G�kr6ts�.Copy RE: M11323 - 62' Grand Carlton III with porch MiTek USA Inc. Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL 6904 Parke ggEast ��Blvd. 62' GRAND CA4nf6 LIII?6gWITH5PORCH Model: M11: Name Address and License # of Structural. Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 IT4386201 JA5 5/14/012 12 I T4386202 J A6 1 5/14/012 1 13 IT4386203 JA7 1 5/14/012 1 14 IT4386204 IA8 15/14/012 15 IT4386205 IA9 1 5/14/012 1 16 I T4386206 J A 1 5/14/012 1 17 I T4386207 I G RA 15/14/012 J 18 IT4386208 JGRB 15/14/012 J 19 I T4386209 I J2 1 5/14/012 1 110 1 T4386210 I J4 1 5/14/012 1 Ill I T4386211 I J6 15/14/012 1 112 I T4386212 1 J8 15/14/012 J 113 I T4386213 I KJ8 1 5/14/012 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. PS iAr�'4 39 3 0 v s- O. STATE OF :�Q ��•�C O RIVP :\�`�. s/0 rr.rnni�� FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Jcb Truss Truss Type • Qty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFU M-Ek_ISVkUDOgX21 VVCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0 7-M 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 3-0-8 5-11.8 7.8-0 -0-0 �1 d 4.00 12 Scale = 1:59.7 5x8 = 13 12 3x6 7x12 = 2x3 II 2.0D 12 i 10-6-4 20-4-8 26-4-0 34-0-0 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 FBC2010/TP12007 (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) I/deft Ud PLATES GRIP Vert(LL) 0.70 14 >569 360 MT20 2441190 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Weight: 171 lb FT = 0%n BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 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 guide. 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, 9-1 0=-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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 AWARMNG - Verify design parameters and READ 111077S ON771I5 APM INCLUDED MMKREFERENCE 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 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 00112012 by ALSC or proposed by SPIEL JcpS Truss Truss Type ' • Qty Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Ff. 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:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imM BPusHgDMO93McMLhB9pvzGdvu ,1-0-Q 8-11-11 16-0-0 18-0-0 20-4-8 25-11-16 34-0-0 35-0-0 i-0-0' 8-11-11 70-5 2-0-0 2 4-8 5-7-7 8-0-1 0-0 Scale = 1:61.7 4.00 12 4x8 % 4x5 pV I6 6 2.00 12 7x8 = 2x3 11 10-6-4 5-0-0 6-0- 20-4-8 25- - 5 34-0-0 10-6-4 4-5-12 -0-0 4-4-5 5-7-7 8-0-1 Plate Offsets (X.Y): 12:0-8-0.0-1-41, 13:0-3-O.Edgel, 17:0-2-7,Edgel. 19:0-3-14.0-1-81, 112:0-4-0.0-2-131 114:0-5-9.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.08 14 >371 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 174 lb FT = 0% LUMBER BRACING k TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SYP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 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 5-14: 2x4 SP M 30 Installation guide. OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=-2292/1373, 7-8=-2300/1351, 8-9=-3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=-1039/2147, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920, 5-13=-373/161, 6-13=-188/550, 8-12=-822/564, 8-11=0/309 NOTES ,-*01111.1111111 ,� � � • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; Cat. II; •' G ENS*-. e �0 'Lj (3-second gust) eave=6ft; ��,••� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. •� 0 39380 % -,/l = * 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. PIZ 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rA T E 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 joint9. .0�,�'. iC` Q` ��♦ �� • 0 �'D-,•' ••' 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. R s • • • . • • • `\\& ��;'IS/O LOAD CASE(S) Standard N A, 1 ,%%N FL Cert. 6634 May 14,2012 AWARNING - Verify design parcanders and READ NOTES ON THIS AND INCLUDED MEKREPERENCE PAGE MY-7473 BEFORE USE, Design valid for use only with Mrrek 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 tnrss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine ISP or SPp) lumber is specified, the desiqn values are those effective 0610112012 by ALSC or proposed by SPIB, Tampa, FL 33610-4115 Job Truss Truss Type A Ply 62' Grand Carlton III with porch M11323 A7 SPECIAL JQty 1 1 Job Refe ence o do a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UIG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMO W3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-16 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 Sx6 = A nn r,- 7x12 = 2.00 12 2x3 11 Scale = 1:60.7 m v I� I" d Plate Offsets (X.Y): f2:0-8-0.0-1-41,f7:0-3-14.0-1-81 110:0-6-0 0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud 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/TP12007 (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 cc puffins. 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=-3033/1714 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 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • O 39380 MZ :O. ATE :�� O R C? �• FL Cert. 6634 May 14,2012 AWARNING - VerilIg design parameters and READ NOTES ON THIS AND INCLUDED MITEICREPERENCE PAGE M(I-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component.• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If 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 62' Grand Canton III with porch M11323 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-A66WtBmkle5FlLfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0-0 B-8-4 12-0-0 15-B-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 �1 6 Sx6 = 4.00 12 Scale = 1:60.7 3x4 2x3 II 5x10 = 14 5 6 15 7 oN I6 d 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 SC 0.96 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 BCDL 10.0 Code FBC2010lrP12007 (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 (too) I/deft Ud PLATES GRIP Vert(LL) 0.60 13 >667 360 MT20 244/190 Vert(TL) -1.19 9-11 >336 240 Horz(TL) 0.35 9 n/a n/a Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (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. ll; 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 ANSI1TPI 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 `%% A 3938 Miz o 0.• ATE •<U: �i�s • O : � i..;4f O NIII N 6 I FL Cert. 6634 May 14,2012 AWARAMG - Verif ij design parameters and READ IV07ES ON 77115 dIVD 1KC1,0DE0 M EKREFERENCE PACE 101-7473 BEFORE USE, � Design valid for use onlywith MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the iViiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or SPp) lumber is specified, the design values are those effective 06111112012 by ALSC or Dr000sed by SPIB. Jo¢ Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A9 HIP �Qty 1 1 Job Reference (010tIona Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 a Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID:_etC1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkle5FILfuK3ieQ3g13mg2onKWaixiLLzGdvt ,1-0 Q 6-7-15 10-0-0 15-2-14 20 4 0 24-0-0 27-4-1 34-M 35-0-Q -0-0 6-7-15 313-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0 4.00 12 4x4 3x4 2x3 II 5x10 = 4 16 5 6 17 7 Scale = 1:58.7 3x4 = 15 14 13 12 11 3x4 = 3x8 = 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 WB 0.95 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 6x8 = 3x6 = 3x4 = DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.21 9-11 >748 360 MT20 2441190 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a Weight: 156 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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=-910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250. (lb) or less except when shown. TOP CHORD 2-3=1216/687, 34=882/468, 4-16=801/463, 5-16=-801/463, 5-6=-378/797, 6-17=-378/797, 7-17=-378/797, 7-8=-89/270, 8-9=-312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11=-168/383, 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. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 Ito 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 S A� q i T O 39380 Mir �.� . ATE : 411 • 441 ►nnt� FL Cert. 6634 May 14,2012 ® WARXIM - Verifij design parmaeters and READ KaM ON 7NIS AND INCLUDED i1I W REFERENCE PAGE MII-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the iVliTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSO or proposed by SPIEL, JQb Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A COMMON �Qty 9 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Hun: r3.34u S 4 I-eD Z4 Z111Z vnnt: I.JDU S Apr zJ zulz mi i ex mausrnes, inc. Mon May i4 09:54; iz zoic rage i ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv 1-0- 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0- 100 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 cY1 6 4.00 12 4x4 = 19 3x6 17 — 15 14 12 2x3 I 4x6 = 3x8 = 3x8 = 4x6 2x3 II Scale = 1:57.8 3x6 1 � 6 i 5-7-13 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 KY): 12:0-3-14 0-1-81 110:0-3-14 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >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 FBC201 O/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 purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 1 0=1 210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) 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, 9-10=-3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=-1635/3008, 15-16=-1635/3008, 15-20=-928/1921, 20-21=-928/1921, 14-21=-928/1921, 13-14=-1635/3008, 12-13=-1635/3008, 10-12=-1635/3008 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=-600/407, 6-15=-523/891, 5-15=313/304, 3-15=-599/407 1 NOTES 1) Unbalanced roof live loads have been considered for this design. Are q tp.S • • • • �e �j ,�� O� •. 1v E S �•.�q�1�� 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; ..•�\G Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ; rt, for 10.0 bottom live load live loads. �� 3) This truss has been designed a psf chord nonconcurrent with any other O 3 938 0 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * �• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at = joint 10. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ATE : ��/, 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 •, • 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 �j,� . �� Q Q;•• ��`�� of others. i0 R 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). . ! `G `� `,��`` '��ss�0 N A' ; LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11=44, 2-20=-20, 20-21 =-50, 10-21 =-20 FL Cert. 6634 May 14,2012 W6R IAiG • Verifrj design parmnetem and READ NOTES ON 771IS RAID INCLUDED Plff=REFERENCE PAGE A7If-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 Welk'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southem Pine (SP or SPOT lumber is sneciffed-the design values are those effective 06181(2012 by ALSC or orODOsed by SP1B. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A COMMON �Qty 9 1 Job Reference o tional 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 Pnnt: 7.350 s Apr23 2012 MiiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv `,BPS iA1/ q %�1,� G•E N A . _•: 411 39380 a :ram :. ATE .,�SS,Q N AL - %% ►nn�► FL Cert. 6634 May 14,2012 ®WARNING - VerU3j design parameters and READ N07ES ON 771IS dND INCLUDED M MKREFERENCE PAGE MI1-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII 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 06MI12012 by ALSC or proposed by SP18. JQb Truss Truss Type Ply 62' Grand Carlton III with porch M11323 GRA HIP �Qty 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Man May 14 09:54:15 2012 Page 1 ID: etClcxC3ixVV?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18-6-0 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 =l:so.7 roof diaphragm, or properly connected 44 — purlins as shown. 11 14 7x10 6 1 i 6x10 4.00 12 4 4x8 19 3 = 13 5x6 21 u 10 2 1 22 N 231c5 d 3x4 = 29 28 27 26 25 24 4x4 = o 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = 8-0-0 11-1-1 18-6-0 26-0-0 34-0-0 i 6-0-0 7-4-15 7-6-0 8-0-0 Plate Offsets (X.Y): 13:0-3-8.Edge1 121:0-3-8 Edael. 122:0-3-10,Edae1 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/defl 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 FBC2010rrP12007 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 'Except' TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (Ib) - 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(1_13 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14). 22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=560/309, 3-5=-358/948, 5-7=-616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-18=-616/1259, 18-20=-2145/1219, 20-21=2145/1219, 21-22=-2236/1203, 6-9=163/310, 9-11=154/376, 11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=834/497, 25-26=-373/630, 24-25=-373/630,22-24=-1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=-766/630, 5-26=-501/320, 13-26=918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=36/367, 4-5=-562/478, 19-20=-345/311, 14-15=-509/387 Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 02 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. FL Cert. 6634 May 14,2012 W G - v pg design Parmnd. and READ N07ZS ON 77IIS AND INCLUDED M =REPERENCE PAGE MII-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type > Ply 62' Grand Carlton III with porch M11323 GRA HIP �Qty 1 1 Job Reference o tional uss inc., ron rierce ri. J4yoz Kun: i.34u s Pen Z4 ZU1Z Print LJSU s Apr 23 2U72 MI I eK Industries, Inc. Man May 14 09:54:15 2012 Page 2 ID:_etC1 cxC3ixVV?huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?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 at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 21-23=44, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11=-103(F=-59), 11-21 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=555(F) 26-0-0, and 967 lb down and 461 lb up 0 39380 Mir : 0 . ATE . � .40 .,;SS;0 N A1-1 �,��. innfl1 FL Cert. 6634 May 14,2012 ® WARMNG - VeHftj design parmnetem and RFAD NO7E5 ON 771I5 AND INCLUDED MT77X REPERENCE PAGE MR-7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06MI12012 by ALSC or proposed by SPIB. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 GRB HIP �Qty 1 1 Job Reference OD tional Chambers Truss Inc., Fart Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID: SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr 1-0- 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 5-0- 1% B-M 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 N N 6 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WB — 3x4 = 6x8 = 3x6 _ 6x8 = i 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 8-0-0 6-2-6 6-1-10 5-8-0 Plate Offsets MY): 12:0-4-O.Edael, 13:0-5-0.0-2-01, f4:0-3-8,0-1-81, f5:0-3-O,Edgel. 18:0-2-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 Na 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=-117512398, 5-6=-117512398, 6-17=-727/411, 7-17=-728/411, 7-8=-829/387 BOT CHORD 2-15=-169513431, 14-15=-171713497, 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. • • • �e �j 2) Wind: `�� O� •.. E N ••. �i 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; `� .••�G S' 9 • Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ; V _��!_ 3) Provide adequate drainage to prevent waterponding. O 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * �• 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. = 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at f� joint 12 and 384 lb uplift at joint 8. i ATE 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . 0 • 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at �� Q Q;•• ��`�� 26-0-0, 967 lb down 461 lb 8-0-0 bottom The design/selection device(s) is OR X and and up at on chord. of such connection the ��`, responsibility of others. O 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). N A` ,,�%% s 11111`; 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 desig. parameters and READ N07ES ON THIS AIW INCLUDED b97EKREFERENCE PAGE MI-7470 BEFORE USE. Design valid for use only with M1ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine 1SP or SPp) lumber is specified, the design values are those effective 0810112012 by ALSC or proposed by SPI8. Jc b Truss Truss Type • Ply 62' Grand Carlton III with parch M11323 GRB HIP �Qty 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Fl. 34952 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=555 fl 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 2 ID:SrRaEyyrg04M78G4ra WBL WyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr FL Cert. 6634 May 14,2012 ® WARNING - Verify design parmrteters and READ NOTES ON MrS AND INGMI ZIED A=KREFERENCE PAGE MII-74T3 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quardy Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSO or proposed by SPIEL Job Truss Truss Type I • Ply 62' Grand Carton III with porch M11323 J2 MONO TRUSS �Qty 8 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:xl?zSIzTbJCDIIrGPH1 QukyuFUl-7VEGltn_HFLyXfpGRUk6VUv00Zd5GvfplfQpPEzGdvr -1-0-0 2-0-0 1-0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale =1:7.7 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 FBC2010ITP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (Ib/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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 2441190 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 8 lb FT = O% 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 0 E NS' .,q �4*. Oi 80 r *: :4 i .10. ATE FL Cert. 6634 May 14,2012 ® WAR AM - Verify design parametem and READ N07ES ON THIS AArD INCLUDED MEKREFERENCE PAGE 1mI.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., Applicabirity 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/TPII Quality Criteria, DSB-89 and SCSI 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 effecWe 0610112012 by ALSC or proposed by SPIB. b Truss Truss Type + Qty Ply 62' Grand Carlton III with porch 11323 rM J4 MONO TRUSS 8 1 Job Reference o lional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID: PDYLfd_5MdK4MSQTz7ZfRxyuFUH-7VEGItn_H FLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 1-0-0 4-0-0 1-0 0 4-M 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.28 TCDL 7.0 Lumber Increase 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=-188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.0 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 2-4 >999 360 MT20 244/190 Vert(TL) -0.03 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 14 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required 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 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 %%��Pg • 0 39380 ' STATE fillN Al-IE�C� �. 1 FL Cert. 6634 May 14,2012 ® WARAWG - Verifti design parameters and READ NOTES ON 7FIIS AAID INCLUDED MITEKREPERENCE 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 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/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type < Qty Ply 62' Grand Carlton III with porch M11323 J6 MONO TRUSS 8 1 Job Reference (optional) s Truss Inc., Pon Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtzJ7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL21SOszpy?MvyGJ9MygzGdvq 1-0-0 6-0-0 ' 1-0-0 ' 6-0-0 Scale = 1:14.2 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20101TP12007 CSI TC 0.86 BC 0.74 WB 0.00 (Matrix) DEFL in Vert(LL) -0.07 Vert(TL) -0.18 Horz(TL) -0.00 (loc) I/deft L/d 2-4 >964 360 2-4 >385 240 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=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 144 lb uplift at joint 3 and 218 lb uplift at joint 2. ``�r,11 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.�PS... LOAD CASE(S) Standard `��A�.�'\,�Ci �i�� Q 39380 VIZ Z :O. 5 ATE :�� .�,,��,.c� ��''SS�ONALE�.•�% FL Cert. 6634 May 14,2012 ® WARMNG - Verify design pm -a nefers and READ NOTES ON THIS AMI INCLUDED b TFAREFEREWCE PAGE 11UI-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the .MITek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Into rmatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 3 East Blvd. 15 If Souther Pine (SP or SPp) lumber is specified, the design values are those effective 06f01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type 1 Ply 62' Grand Carlton III with porch • M11323 J8 MONO TRUSS �Qty 20 1 Job Reference o lional Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz_j7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9p0T7CFL2iSUGzwn7MvyGJ9MygzGdvq 1-0-0 8-0-0 1-0-0 8-0-0 Scale = 1:17.3 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 26 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2=-250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,,,,,BPS1A1.1q � t .�% 4 , ADO �-\ C E.N 3 q��r�• 0 39380 s :ram = �.�. ATE •:��; �S& 0 N AL1�?,`�. �111 FL Cert. 6634 May 14,2012 ® WARMNG - VerTy design pare peters and READ B07ES ON THIS AND INCLUDED E177LKREPERENCE 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 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 MOTs k• fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPI6. Job Truss Truss Type a ' A Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS �ty 1 Job Reference (optional) •.nenrvcm i ,wa a un nape n. o.... Kun: t.34u S reD 24 2u12 vnm: /=U s Apr 23 ZU12 MI I eK In Ousmes, Inc. Mon May 14 09:b4:17 2012 Page 1 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq 1-5-0 7-34 11-3-0 15-0 7-34 3-11-12 Scale = 1:20.3 3x4 = «o I 5 3x4 = 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=1220/720 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-44 Trapezoidal Loads (pig Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) A • 0 39380 ;cr ► ATE .411 //11111111� FL Cert. 6634 May 14,2012 ® WARTMVY • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREPERENCE PAGE 191-7473 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 -•NYC is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIO. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I For 4 x 2 orientation, locate plates 0-'na' 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. 0 Uf O U O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1 311, ESR-1 352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents current/old values as published by AWC in the 2005/2012 NDS by text in the bracing section of the SPp represents SPIB proposed values as provided output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades Indicates location where bearings (supports) occur. Icons vary but © 2012 MTekO All Rights Reserved reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /18/2012 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. MIN. SETBACK REG. FRONT A I SIDES CNR SIDES REAR ZNG. BLS S . FORM405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRA CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: �� \ �� , Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= f:2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: ' Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area 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 4 'LKE Sr'f?' this calculation are in compliance with the Florida Energy specifications covered by this .y� Code. calculation indicates compliance q iif, ' = ; .��` oft ��» PREPA P B with the Florid Energy Code. Before con uction is completed rnr,''�% `f'••;• �•' _ DATE: �� this buil ' g will be inspected for - compl' nce with Section 553.908 I hereby certify that this building, as designed, is ' liance Flo ' a Statutes. 5� CAD with the Florida Energy Cypde. , /,� WE'D OWNER/A F-NT: • - _ BUILDING OFFICIAL: _ DATE: �'� l3 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated .1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 -_-- 0 0 1 ROOF / # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 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 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 9 Ornt TO Wall Tvpe1 N Exterior Concrete Block - Int InsGIoomsInBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsBloomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsMoomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsMoomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int Ins5IoomSInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None - 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — -- Return — Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat:]Y Ceiling Fans: Heating Jan X] Feb Mar Apr Ma Jul Aug [X] Sep Oct Dee X] 0 f N �X� Apr �X� May INov X1 Jun rXj rXj [X] XOct �Xi Nov �X� DecVenting. Jan [X] Feb Mar Jun Jul Aug [X) Sep L Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker i (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 - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 c. N/A R= ft2 7. Windows— Description Area 11. Ducts R ft 2 a. U-Factor: Dbl, U=1.30 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. O��rwise, a new EPL Display Card will be completed based on installed Code comoliapUtfa"Lres. I Address of New Home: 0 Date: City/FL Zing *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 . Project SummaryJob: wrightsoft® � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsic. corn 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 Heating Cooling 1446 Area (ft2) 1446 Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference' 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/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 -Suite® Universal 2012 12.0.04 RSUD5864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: wrightsoft oaDate: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Project • • For: 62' GRAND CARLTON LI, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 477 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX41DN(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 M S B D R M 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 B D R M 2 196 3577 ; 2100 166 100 cn_ r14 4 Q77 di 1 R MAJ I the LAv Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 * wrightsoft" Right-Sufte® Universal 2012 12.0.04, RSU05864 I Page 1 �CA 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 1 23742 947 Qd7 TOTALS 1445 2118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 * wrightsofta Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 R( 1 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft= 60.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (BtuW °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246. 627 537 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 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 2.18 490 460 1146 983 0 0 0 0 T L-G 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 �D 11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 .0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 128-0tw 0.097 2.72 0.85 204 204 554 174 80 80 217 68 C 16B-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 1 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 0 Appliances/other 3600 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 17399 16133 1027 588 14 15 Subtotal Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 197921 F1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i F11tsoTt" 2012-May-15 09:13:19 wr 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N EL 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 GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 9.8 ft heat/cool 6.5 ft 8.0 ft heat/cool 3 Room height 1.0 x 482.5 ft 7.0 x 6.5 ft 4 Room dimensions 482.5 ftz 45.5 ft2 5 Room area Ty Construction U-value Or HTM Area (ftj 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 VN12C-OSW 0.091 n 2.55 2.18 196 157; 400 343 : 0 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 2A-2ob 0.630 n 17.64 22.24" 0 0 0' 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0: 0'. 0, 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 2A-2om 0.640 a 23.52 68.19 40 3 931 2699 0 0 0 0. 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0' 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 0 0 D 11JO 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 01 52' 52 132 114 W I 12C-Osw 0.091 w 2.55 2.18 0: 0 01 0 . 0 0 0 2A-2om 0.840 w 23.52 66.16 0' 0 0 0 0 ---G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 P 126-Obw 0.097 2.72 0:85 0 0 0' 0 56 56 152 48 C 16B-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C F 16C-19al 22A-tph 0.049 1.358 1.37' 38.02 2.08 0.00 0 483 D 45 0 1711 Or 0 0 46 0 7 0 247 0 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 1 460 0 0 Appliances/other 01 1 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 6362 0 6346 0 688 0 1387 14 15 Subtotal Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 3291 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�- wrightsoft- 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSUD5864 Page 2 ACC` EAWrightsoft HVAC\Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 164.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft2 52.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/W-°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VVVh 12C-Osw 0.091 n 2.55. 2.18. , 0 0 0, • , 0 ° , 0 01 0, 0 1A-rlomd 1.270 n 35.56 '26.39 ` 0, 0 0, 61 0 0 0- 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0, 0 0 0 0 2A-2om 0.840 n 23.52 25.39: 0 0 0 0.. 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I- G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2AQ 0 ,0 0' 0 0 01 0: 0 2A-2om 0.840 s 23.52 . 25:39 0 0 0 0 0' 0 0 0 D 11,10 0.600 s 16.80 17.40 0 0 `. 0. 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-0sw 0:091 w 2.55 2.18 0' 0 0, 0 60, 54' 138 118 L- G 2A-2om 0.840 w 23.52 66.18 0 0. 0; 0, 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 126'-0bw 0.097 2.72, 0.65 fib. 68 • " 185' 58 ox, A 0 0 C 1613-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 2:08 . _ 0 . '0 0: G 10: , . 0, 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion. -153 215 Envelope.loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other i 2400 Subtotal (lines 6 to 13) 323 25CA 744 855 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 171 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsoft• 2012-May-15 09:13:19 9 Right-Sulte® Universal 2012 12.0.04 RSU05864 Page 3 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. t5m SE RILTMORE ST.. PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 It heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft= 266.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (M Load number (BtuhV °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 218 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 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I-G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 0 2A-20m 0.840 s 23.52 25.39 0 0 o 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 I � 2A-2om 0.840 w 23.52 66.18 0 0. 0 0 0 0 0 0 --G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 OL 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 63 118 266 265 238 447 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 265 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 0 791 0 217 0 b) Room ventilation 0 13 Internal gains: Occupants 230 0 , 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 63 111 4077 2231 14 15 Subtotal Duct loads 22% 34% 14 36 22% 34% 896 760 Total room load 77 4 149 7 1 4973 231 2990 143 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- Wri FltsOft' Ri 9 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 ,O Ck E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N wrightsoftRight-J® Worksheet Job: Enure House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com 1 Room name 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 ft2 45.0 W Ty Construction U-value Or HTM Area M Load Area (ft5 Load number (Btuh/ft''F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18. 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24. 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 I--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39, 0 0 0, 0. 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18. 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.90 1.68 18 18 16 29 45 , 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 16 0 28 421 177 14 15 Subtotal Duct loads 22% 34% 3 9 22% 34%1 93 60 Total room load 19 37 614 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoft" 9 2012-May-15 09:13:19 wr 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 5 AC�A E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N wrsog ightft` Ri ht-J® Worksheet Job: • Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 W 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftZ °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 W 12C-Osw 0.091 n 2.55 2.18 0 0 0, 0 0 0 0 0 0 0 �-G 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 I(-�G 2A-2om 0,840 n 23.52, 25.39 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 T �G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 V�V 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 II---G D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 2932 1567 747 281 14 15 Subtotal Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 L 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoft' 9 2012-May-15 09:13:19 wr 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 6 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N TYP OF SURVEY.1 BOUNDAqLa PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 10-02-13 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 54 GOLF DRIVE, OF THE 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF SPANISH LAKES I� W. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PHASE 1, OF ST. LUCIE COUNTY, 2. FLORIDA. t` o LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO We THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q ^ 12111CO280 J, EFFECTIVE DATE 2-16-12. o v 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FIFE = FINISHED FLOOR ELEVATION to SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT—OF—WAY v V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R =RADIUS OF CURVE a to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF GOLF DRIVE HAVING AN ASSUMED BEARING SF = SQUARE FOOT C9 OF NORTH, ACCORDING TO THE UNRECORDED PLAT OF A = DELTA OF CURVE SPANISH LAKES PHASE 1, 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. r PERMIT #: / 30 6 006'3 EXISTING EMPTY 0 .9 45.99' 10.11• Q in mo 57' AVERAGE TOP ��, a v7 p —a , 30:9 N OF FORMS Ui ELEVATION=" 94'� a c Ga-33:300. o L L a 1o.6s' 1 70'.-ABOVE EDGE �OF'PAVEMENT 10.11' 3 ClLri O�o_ 0 N 61.94' EXISTING I St. le CO. F Date knit Ap Tc�iied RECEIVED COT 07-2013 54 GOLF DRIVE LAST FIELD DATE: 10-01-13 SCALE: 1 "=30' ALEXANDER A PIAZZA PSM, INC. CERTIFIED TO: WYNNE BUILDING CORPORATION , DATE:10-02-13 Surveying • Mapping • Consulting DRAWN: CJM 619 SW Biltmore Street Port St. Lucie, Florida 34983 I hereby certify that the survey shown hereon is true and JOB NO.: ® Phone: (772) 340-7770 correct and'is-based on acfual measeurewnta taken in the FOX' (772) 340-2250 field. This survey meets the Mi,nimm Technical Standards 13-1676 L9f7280 of Chapter 5J-17 Florida actninistrative'r-ode. DATE: REVISIONS: _ ALEXAND J. PIA Professional Surveyor & Mapper CR DC• Florida Certificate No.: 6330 .i..�..�..-��.�r. .�. •.i-. r.�1 �. �.�.r..�� -/` 1_____ 111-11-1 1_1-.11 1.A