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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY SECTION d , TOWNSHIP i 1 RANGE '�� MAP NO. 13 06 ZONING P v LAND USE , ` U LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 STFLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS ! WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 1 AREA FEE FEE (RADON) LIBRARY f PUBLIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF ' NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVEQ-!z,> ` _ ' DAaE 4; ; COMPLEED:ft' i>si;; t. w�, iiit ;r•i ? i0 t� ..,.:. .. . j 7S - K F � [i% a'a}rc.,5 y °� 53;'.'E• t i�t:`3 � Tuff r >?.• �-`.8 a �tk INITIALS c J3`�iar :� ` (d,:i•J ti'. 2 "`(ill . "c'. (' -;;5: f'; ,CJ=,t, _ ..• - -.,:,,a•.r..�;.c�.•;me,;:n.+e.7tn-�.z._-,.=r,R:r DATE FILED:uq a PLAN REVIEW FEE-�,15o a RECEIPT NO.: L -1 1 PERMIT NUMBER: 130 1-4�0 0� CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning `'. 2300 Virginia Avenue Sc F<OR10� Ft Pierce, FL 34982-5652 �kv, 772-462-1553 �# 44C'eC APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Spanish Lakes 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) V;4' bc�c�s1 ��C-Qti� 11. SETBACKS (ACTUAL) FRONT: �� BACK: RIGHT SIDE: �l9\ LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [K] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: _15. SF. FT 1st FLOOR: a 16. VALUE OF CONSTRUCTION: $ 51 . 0 0 0. 0 0 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne Building Cor= carat i nn - ADDRESS: 8000 S. US1, Suite 402 CITY: Port S t. Lucie STATE: F L ZIP: 34952 PHONE (DAYTIME) : (17 21 8 7 8 — 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION STATE' ZIP: ST. of FL REG.CERT #: CG C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 &8 9 8 BLJSINESSNAME: Wynne Development Corporation' QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 - S. US1, Suite 402 CITY: Port St. Lucie STATE. FL Zip: 34952 PHONE (DAYTIME): a 72 FAXNO. 77-2-878-7656 Email: 878-5513 ARCHIT/ENGINEER: Braden &- B r a d e n ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 3 4 A A Fi PHONE (DAYTIME): (7 7 a 2 8 7— S 21, R B ONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICC&.- ; ;�L_,.i 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. 0 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.perinit and that all work will be performed to meet the standards of all laws regulating construction in -this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS,, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE AND INTEREST THAT IS SUBJECT TO ATTACHMENT AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done' compliance with all ap able laws regulating construction and zoni �OWNEROR,CO TRA,1C R SIGNATURE : , `'CONTRACTOR ATURE STATE OF FLORIDA STATE OF FLORIDA -COUNTYOF - St. Lucie COUNTY OF S t. Lucie The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this _ day of Fi'(� 6w s-r 20 1 3 me this / / in` - day of X-J_ 20- / 3 by Matthew Lyl a Wynne by Matthew T.yl P Wynna who is personally known ✓ or has produced who is personally known ✓ or has produced as identification. as identification. Signature of Not N\11111 DOROTHY ANN BASKIN Signature of Not 44\%t Notary Pt lic,- tate of Roddy Commission No. (ea Oct 2, 2016 DOROT1fY ANN BASKIN Commission No. .'at' �,i Notary Nona)- State of fiorde _ a. JANy Cie{` ` Commission f FF 015226 Ium7..111 -' •; My Comm. Expires pet 2, 2016 z=�I:Fo�c BondedTtn*N0wd"AssL d;:�`� Commission* FF 015226 •••,/111.\• Bonded Through Netiagl Nohry Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTA E A P THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 02/20/2014 10:37 77287876517 WYNNE BUILDING COF^" PAGE 01/03 Professional Insulators of South Florida FTC Insulation Installation Cei-tificate To: St. Lucie County Date: kebruaa X3 2014 Re: Lot/Block: Address: 6540 Dulce Real Project: The undersigned herebv certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: ki Foil Rock Wool Blankets Density: K Aluminum Foil R-Value: l?-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: S ray-ou Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluihinum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Tbickness in inches: 10.375" Fiberglass Blankets Manufacturer: Knauf block Wool Blankets Density: K Fiberglass Blown R-Value: R-30 Cellulose loose Fill Other Ceilings have been insulated with: X Fiberglass Blankets Thickness in inches: 9.5" Fiberglass Loose kill Manufacturer: Mlauf 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: Polyuretbaoe Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 3.5" X Fiberglass Blankets Manufacturer: Knauf Spray -on Cellulose Density: Polyurethane R-Value:. R-bl Other •Jung 5. The following have been insulated: .•� ��nt 'tee CBCuMN Com` VVYNN1; BUILDING CORP Professional bnsulato if Sou a .a, in* General Contract/Builder Iusulati ' n : L 11/19/2013 14:11 77287� "156 WYNNE BUILDING2`?u4P PAGE 04/05 Date - Property Address: St, Lacie County. Building & Zo nXrig Department 2300 Virginia Avenue Fort Pierce, FL 34082 772-4624165 Fax 772-462-6443 Request for 30;Day Temporary Power Release Permit Number: THE UNDERSIGNED-HRREBX REQUEST RELEASE OF ELECTRICAL. POWER TO THE ABOVESO DE.Ri 30)-'P ZOFERTY, FOR A PEATOD NOT TO EMCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND.EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPkOVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: X. This temporary power release is requested -for the above stated purpose only, and there will be no' occupancy Of arty type, other than that permitted by construction during this time period. 2. As witness by our signatixres, we hereby agree to abide by all terms and Conditions of this agreement, including Building D1*isloA Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Regairements for 30 Day Power for Testing have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for t}ze request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection bas not been approved within 30 days. A fee of $100.00 will be required,to lift the Stop Work Order. WE.HEREBY RELEASE AND AGREE TO noLD fiARMLE$S,.ST- LUCIE COUNTY, AND THEIR.EMPLOXEES PROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAX ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAX BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POW9�IN THE EVENT OF VIOLATION OF THIS AGREEMENT. SXGN DATE &_\a\ \ [AMM DATE RECEIVED P" 19 2013 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT 'CONSTRUCTION SOIL TREATMENT PERMIT #: 13os- 6 t, o-a, JOB ADDRESS: (-_? 5q0 Wce W Aje, QV�eme_ BUILDER/CONTRACTOR: 34w1 _ L PEST CONTROL CONTRACTOR: AM -A - ;Srm &- c PEST CONTROL LICENSE #: -,%% i � %� We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: D �F L�� Chemicals used: ff t Percentage of solution: Go Total gallons used: 010 Date of Treatment: `( Time of Treatment: C%q S Footing Slab 1 Treatment Vs Treatment Re -Treat Re -Treat Driveway Pools 1st Treatment 1t Treatment Re-T ate Re-Treat._- Othera © Perimeter for Fin I Inspection 1st Treatment Re -Treat Signat a of E r in or 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 galloIzs 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. zzccmax Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: 30216605 l IDDI EY' HALL." S CONCRETE CONST Project Code: Project Name: project P.O. Number: Ticket Date: Delivery Address: Delivery Instructions: i t"�IfivT 3A LrtA'E9 F e=E�:. lr�'�iar��. Order Code / Date: Orde iju0: p�nbes � rc Map Page: Map/Row/Column: Dispat her: i 1KIL,t i��J r Ticket Number. Due n•Jo4 Slump: Jo ()t Truc , Driver.NNmbef Drive.Na a.I• �rl End Use: r"��< } u Y +fir dt,t, .1L, tc�:�G_t�£, 1�3r �i�d't � C D IV'_l.:Is IQLOAD UANTITY CQUANTITYE QUAORDERED NTITY MATERIAL CODE PRODUCTION DESCRIPTION I 1. 0 j r—: A-11 P, 16 FUEL_ SURCHARGE Cash Check# /�h.Cod " Signature of Driver Receiving Cash: ' ] Check Charge Comments: / WATER ADDED: Cash UOM I UNIT PRICE I AMOUNT I i YD3 RED4 (v 65o00 jived: Total COD Order Amount to Collect Without Standby Charges: GAL YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: o e. 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 imtation, 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 safety handling information, and to the materia_I 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. 68UNIVERSAL PRE V TRK n • LOAD NUM: -INVOICE This Delivery Ticket incorporates herein by referencee3uyer'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 iterns 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 iric.luding limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025%n 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 arnmo- 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, inunediately 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. CEMEX, Memorial Hermann Tower 929 Gessner. Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit wwI)wLcemexusa.com. Este ticket de. entrega incluye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualgtiier termino estandar, condiciones del vendedor, propuestas,del vendedor y orden de confirmacion del vendedor (conlimitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato" )..EI'vendedor proveera los terminos estanclares y condiciones detal- lados en caso de asf ser requeridos. Corn este documento, el comprador acepta•los rnismos ya antes mencionados y (pe-las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo al contrcto" al menos que se identi- fique con una rota al frente de est:e documento. A(aREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / C: NI7 S VOLANTES Los productos de agregados >.)ri materiales naturales como piedra caliza, dolomita, granito, rota volcaiaiea-, arena, grava y otros materiales silicios. Los productos de cernento incluyen Cemento de tipo Portland, de albafiderfa, pozzolan'(tipo IP), azulejo de azotea y estuco. Los productos de concrato incluyen cernento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de Cemento fresco y/o cenizas volantes pueden- causar 'rrritaci6n en los Qjos, quemaduras en piel y ojos, y ,reacciones alergicas en la piel. Concreto seco y polvo de agregados. pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el .trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicos. los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En easo de ser irigeridos. mantenerse en temperatu•a caliza, reposar y tomar grandes cantidades cle agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la Iiberaci6n del amoniaco. La inhalaci6n del. amoniaco puede causar toser, irritaci6n o Seguridad: Lluemaduras en is nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duracion y el nivel de la exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado cots la piel. Use guantes, proteccion, en los ojos y ropa Primeros adecuada para proiecci6n. Lavese ]as manor con jabon suave y agua despues del nianejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos nras de1os limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en Isis ojos, inmediatamente fluya agua en la parte afectada por 1.5 rninutos. Si se inhala polvo, exp6ngase a aire fresco:'Si. el cernento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita w-,vtiv.cemexusa.com. /_-� 7 -0�.QLIS • Termite Inspection Je� • Termite Pretreatment Pest Control • Rodent Service • Fire Ant Lawn Service •I; d&1 d ftict-A-BUR-N Termite & Pest Control Inc. i 772-323-7921 fax:11Y-349-5999 Email: Evictabug@gmail.com 2373 SW Woodridge St. icense nsure Lic JB175775 FOR St. Lucie FL. 34953 Notice of Preventative- Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL d DATE OF SERVICE f � �' 1 f - TIME C� +itS DEVELOPMENT NAME (PROJECT) I CONTRACTOR'S , CONTACT PERSON Nr� <tsa^�C Sc€wasilk OUiev ,tc STRUCTURE ADDRESS (t OVBLOCK) + r� t 44 CITY, STATE, ZIP CODE ° COUN OTES TREATMENT TYPE/AREA % ❑ FLOATING ❑ MONOLITHIC CI PATIO �t7VGARAGE (LJ'DRIVEWAY ElSTEM WALL ❑ ADDITION � ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS ❑ TAMP &TREAT Ed ONLY ]yFINAL ❑POOL DECK ❑OTHER tt PRODUCTS ''BASELINE C. ❑ DOMINION 2L-ACTIVE INGREDIENT OjBIFENTHRIN ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER - - ACTIVE INGREDIENT ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION "a 06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED C SQUARE FOOTAGE LINEAR FOOTAGE r SQUARE FOOTAGE VERIFIED �l7 }YES ❑ NO kNEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET )AXES ❑ NO DETAILS t 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.) RECEIVED FE8 04 7q14 If this notice is for the final exterior treatment, initial and date this line I _ —) to FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER ��t �'\ � :) d lr ?c) PaymentTerms: Payment due at time of service. Date W Date Applicator: (Evict A Bug Terrpit"e and Pest Control, ME) Customer (Property Owner or Agent) cemcx // T x _ w1 3 I g• -- Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Custom(err Name: Proje'cirG`ode 'rF''05 Prole t �mel'!F1' l lt"�1 !_g S CONCRETE TE COl�lw'( Ticket Date: Delivery Address. t�tDeliverylnsruct n`s .1-; 3- - 6540--DU- l.::.CE --READ. ra SPAN 113H LAKES , FA I KJA,iS J ilk i Customer Job Number:' OrderCode/ Date: Project P.O. Number. Order P.O. umber. ! r f"f 7 `r VER AL RODNE S,MapPage ERNIap/Row/Column}! !E I Dispatcher. {j..� TicketN mbe}��'.UC].!�lEC 328679 36 Due Ori Job: Slump: Truck Number: Driver Number. Ddver Name: End Use: r ! r �=r1f f L h I Q'PFMC+� fsf 11 ICE I:I{]I I LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT " QUANTITY QUANTITY QUANTITY 1On 00 1 0o 10. t".t0 I P36590 3000 PRPM We Sgt11D ` D 3 1. 00' I.24*76 a 8 FUEL SURCHARGE .1, fits# i 2oP749 ENVIRONMENTAL CHARGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check �—� Charge v NOV I:31013 Comments: WATER ADDED: ��7 GAL YARDS IN DRUM:. WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: . 1 ❑ 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 gdditjorrtaUnformation------- returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: withirt:one business day after the receipt of materials. O 68UNIVERSAL PREY T RN. o INVOICE LOAD 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 Quotatic any, and Seller's Order Confirmation (ir ling limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree______t"). Seller will provide the Standard Tern d 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 at comprador (ya previ.amente ejecutada en su aplicacibn de credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmacion 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 fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contacto; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rocs volcdnica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los gjos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander cantid'ades de agua.-.Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalacion del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para. proteccion. Lavese ]as 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 proteccion respiratoria. P.rimeros auxilios: En caso de contacto en los ojos, .inmed.iatamente llu.ya 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, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. Ccmcx T. N' lj�elf 'ae� 369 Plant: Begin Begin Loading: To Job: Arrive Job:. Start Unload: FinishUnload: Leave Job: Return Plant: t r9 V,l 1od-3V, II Customer Code: Customer Name: Customer Job Number: Order Code / Date: tb� ,�Li RODNEY HALL." S CONCRETE CONST a�48 10r`24: ]. . rolect Code , Project Narne Project P.O:'Number..' Order P.O: Number },J•.. �*r $i r ' ` m° ALL, �, ,ALL,: ��}�� VERBAL RODN�' Y ., VERBAL RODNEY Ticket Date: Delivery Address: � � � � ° Map Page: Map/Row/Column: �H .. Delivery Instructions y� Dispatcher: . . �< Ticket Number. Y e b ,w2 44o2(_) °fie: Due On'Job: Slumpi - Truck Number: Driver Number: Drver Name: End Use: .Esc_ ,1t,l�,:_�G4() 1c,`�205 Tcal° Y ANT NUCCI ��a��C�r'o L1R7 L'Ett' LOAD QUANTITY CUMULATIVE ORDERED QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT a 10. /Rcl r � Oo �3r13� 012 b 1"fir 2500 c1 }i_i R O 7. 5 is < ,ai 2` s00 F11-1ERMESH 150 8,47818 FUEL., SURCHARGE 0- . Z-)2 49 ENVIRONMENTAL. CHARGE RECEIVED OCT 2 4 2013 Cash Check # /Auth Code: Signatureof Driver Receiving Cash: Cash Received: Total.COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. �� SIGNATURE T OWNER'S/AGENT'S REQUEST: r' C R LINE CROSS It SIGNATURE O 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 SIGNA UREJ: within one business day after the receipt of materials. O /LZ �-, 68UNIVERSAL ='REV TR4:: 1. 0 }i_G,t' 88 INVOICE LOAD NUM: 3 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application., if any, Seller's Standard Terms and Conditions, Seller's Quotati.c , any, and Seller's Order Confirmation (ii - :Ling limitations of warranties), as if ful.l.y set forth on this Delivery Ticket ("Agree t"). Seller will provide the Standard Tern A 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 products are naturally occurring materials including limestone, dolorni.te, 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 M:SDS), wear suitable NIOSR-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. 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 referenc.ia at comp.rador (ya previamente ejecutada en su ap.licaci6n de cred.ito); 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 proveerd los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el co.mprador acepta los mismos ya antes merncionados y que las canticlades y materiales fueron entregados como se expresa en el m.ismo. Acepta pagar el monto de acuerdo at contaato; at menos que se identi- fique con una nota at 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, Brava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash) .la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en pie]. y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del. manejo en el trituramiento, pulido, torte y/o pet-foraci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura caliza, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar .la liberaci6n del amoniaco. La inhataci6n del amoniaco puede causar toner, irritaci6n o quemad.uras en la nariz, garganta y pul.mones. Acudir .inmediatarnente 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 p.rolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as 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 protecci6n respiratoria. Primeros auxilios: Ern caso de contacto en los ojos, inmed.iatamente fluya agua en la parte afectada por 1.5 m.inutos. Si. se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco ti.ene 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 Paramas information visita www.cemexusa.com. FIELD DENSITY TEST REPORT r DUNKIE6DERGER ^ Tr engineering & testing, inc. !' Report Number: HB091011B.0004 AllerraconcomPANr E 'Service Date: 10/16/13 607 NW Commodity Cove Report Date: 10/17/13 Port St. Lucie, FL 34986 Task: 772-343-9787 Reg No: 6870 Client Wynne Building Corporation Attn: Matthew Wynne 8000 South US 1, #402 Port St Lucie, FL 34953 Project Spanish Lakes -The Fairways 6102 Spanish Lakes Blvd . Fort Pierce, FL 34951 Project Number: HB091011B Material Information Lab Test Data Project Requirements Optimum Water Max. Lab Water Minimum Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) (%) (%) 1 HB09101113.0001 Gray fine SAND with shell and ASTM D1557 13.0 112.0 N/A 95 trace clay Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. ' No. (in) (pcf) (pcf) (%) (pcf) (%) 6540. Dulce Real, Permit No. SLC1309-0002 1 Front of Building Pad 0-12 1 12 118.3 7.0 6.3 111.3 99.4 2 Center of Building Pad 0-12 1 12 117.2 6.6 6.0 110.6 98.8 3 Rear of Building Pad 0-12 1 12 118.3 6.9 6.2 111.4 99.5 Datum: Inches below top of final fill Serial No: 34488 Std. Cut. M:715 Std. Cnt. D: 2280 Comments: Test and/or retest results on this report meet project requirements as noted above. 4/_1-e/-�-4/369 0 <5 2-- Services: Perform in -place density tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Michael Cohen Reported To: B. Bailey Contractor: Report Distribution: (2) Wynne Building Corporation Reviewed By: RECE;VEU OCi 1; Test Methods: ASTM D6938 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. cxo007.447-12.xcv.5 Page I of I Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: _ 1 _�0C1-opo JOB ADDRESS: 654 D We e Gov P fo(\- BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: -.!Lko 4 - b i -�'n&� �a ��` ✓ bs, a � PEST CONTROL LICENSE #: - iI � e, � � � ' 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: a0 fp Chemicals used: Percentage of solution: Total gallons used:S Date of Treatment: Footing 1't Treatment Re -Treat Driveway 1' Treatment Re -Treat Other 1't Treatment Re -Treat Time of Treatment: Slab —�215c Treatment Re -Treat Pools —It Treatment Re -Treat Perimeter for Final Inspection Sign ture of Ext minator 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, pro viding 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. JOSEPH E. SMITH, CLERK, `{PHE CIRCUIT COURT - SAINT LUCIE COU1,— FILE # 3873152 OR BOOI: {56 PAGE 378, Recorded 09/06/2013 a' :40 AM AMR RECORDING -RETURN TO,. PERMIT NUMBER: I 7Y,i. Spxcr it rrined ]xr n•cordiuR in(u NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement, 1. DESCRIPTIOrj OF P$OPERTy (Legal description and street address) TAX FOLIO NUMBERr•1 3 0 6 -1 1.1 - 0 n 01 4) 0 0 / Q SUBDIVISIOrt, rw��' sBLdt~IC TRACT LOT BLDG UNIT (oSHOOJ�Cs�"�n� 6/7 34 39 all that part lying northeast of 95 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3.OWNER INFORMATION: a. Name on b.Address 8000 S. USIE Suite 402g PSL# FL 34952 c.interest inproperty 1 11 I d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S- USlr Suite 402 PS I` 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: ] 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by ^j I Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE Tom Lee Spanish Lakes Blvd. Ft. Piercer FL. 201- / 0590 $. In addition to himself or herself, Owner designates the following to receive a copy of the Lienoc's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: / 9. Expiration date of notice of commencement (the expiration date is I year from the dale of recording unless a different date is specified) ; 20--_ ' WARNING TO OWNER ANY PAYMENTS MADE BY 011 Q ""� crcv n�ac FxPBIATION OF THE NQilr'R OF COMMENCEMENT r,..r..v,,rrc ntanRR CHAPTER 713. PRAT I SECTION 713 13 FLORIDA STATUTES AND Cl%N R ULT Matthew Lyle Wynne, Vice -President Print Name and Provide Signatory's Title/Office Signature of Owner or ' Owner's Authorized OfTicer/Director/Pariner/Manager State of Vlorida County of St. c u r i e. , q 20 The foregoing instrument was acknowledged before me this f / f day of � IT By Matthew Lyle Wynne as V (C.E 10)eES4D E7.JT (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of pony on behalf of whom instrument was executed) Personally [Chown 'or produced the following type of (D: 1111f ft 0,0,c7 `Wu-t t-(i')t.n 5 , �r /oEx - IhU of . 2016 MY Comm.. Eapm Od 2, 201{ (Printed Name of Notary Public) (Signature of Not Public) IJ,:d) OOri M MMIN I FF {1(122{ Ek td IMO N011111/ Mfty Am. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are I to the b to belief (section 92.525, Florida Statutes). Sign wner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: By Rr.. arnonotn(R..omo.p STATE Of FLNIOA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS 1S A TRUE AND fiRECT COPY OF TWA ORIGINA . WYfVniE BUILDING CORPORM-ivN 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie September 11, 2013 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6540 Dulce Real Permit # 1309-0002 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 26 Maya Lane in our Spanish Lakes One park. 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 r 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Rev(ew Record that require afield check or Inspection of the Installation must be coordinated with .',mlspection 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) s psf ✓ Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) 32 psf / Ground snow load ��q psf ✓ Dwelling/garage opening/penetration protec- tion (R302.5) Basic wind speed Wind exposure category (R301.2.1.4) High wind design criteria appli� . (R301.2.1.1) Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area ✓ Decay area Winter design temperature Ice barrier underlayment required /Y Flood hazards ✓ FIRE-RESISTANT CONSTRUCTION (R302) c/ Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2). Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) mph ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) 9/ 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 (R302.1a3, R302.10.4) Testing (R302.10.5) i/ Fireblocking (R302.11) Draftstopping (R302.12) ✓ Combustible insulation clearance (R302.13) Use Area a Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-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 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'4" 3 square feet 1112 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. Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink (� Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) i 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) Ah" 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) 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) X, 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) ,N, r Handrails required (R311.7.7) `V Handrail height, continuity, grip -size Pie(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) #li Height - 36" (R312.2) IN /K Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE�4LARMS (R314) �/ Referenced standards (R314.1, R314.2) ✓/Location and interconnection (R314.3) ✓ Power source (R314.4) CARB50P MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) •� Referenced standard (R315.3) FOA PLASTIC. (R302.8, R316) N Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317and R318) / Protection required (Table R301.2(1), R317.1, ��318.1) N Quality mark (R317.2 and R318.1.1) SITE RESS (R319) Address numbers (R319.1) ACQE SIBILITY (R320) Ifj Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) 4kHazard area and requirements (R301.2.4, 309.3, R322.2, R322.3) _jjDesign professional (R322.3.6) STO HELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MAT IALS (R402) 0 Concrete foundation walls (R404.1.2) A Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - ✓ Concrete, compressive strength (R402.2) FOOT_ �S (R403) Soil bearing value (R401.4, R403.1) noting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S 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) Sil l plate bolting in concrete/masonry = 1/2" di- ameter bolts, within 12" but not less than 7 olt diameters from corner, 7" embedment N(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) 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] 14'/Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] 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) Drains required if habitable or usable spaces ttt "" are below grade`' (R405) lV Soil class (Table R405.1) Dampproofing if basements are below grade" (R406.1) 1VW 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) 007.3) TABLE R403.1 ■■uu.■� ■■ ienn,ru nc rn6iPocTc oo Fr•ACT n17 RAACflNRY Fn[1TINMR linr-hpcla LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 Conventional light —frame construction 1-story12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or B-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 liv arouted masonry 1 -story 16 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- r-) ;' FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Removal of debris (R408.5) AA Ventilation (R408.1 and R408.2) Finished grade (R408.6) Unvented crawl space (R408.3) Flood resistance (R408.7) IV W Access (R408.4) :YW FLOORS (Chapter 5) WOPP JOISTS AND GIRDERS (R502) Species and grade (R502.1) .Joists — Sleeping areas, LL = 30 psf 17able R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (fables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [fable 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) WOOP STRUCTURAL PANEL SHEATHING (R503.2) Wif Grade (R503.2.1) AM Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PAR CLEBOARD UNDERLAYMENT (R503.3) At Grade (R503.3.1) Thickness (R503.3.2) �iw Installation [Table R602.3(1)] THE ED-WOOD FLOORS (ON GROUND) (R504) pitBase course: 4" thick with maximum 3/," gravel or'/2" crushed stone (R504.2.1) i!V 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) CONCRE FLOORS (ON GROUND) (R506) Thickness: 31/," 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) ,.,Vapor retarder (R506.2.3) Reinforcement support (v. .2.4) -6- WALL CONSTRUCTION (Chapter 6) J GENERA (R601) esign (R601.2) ✓ Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) UCTION (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 R602.7.2] 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 (R602J0.4, 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) tilt Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEff HING (R604 and R605) NWood structural panels (R604) .iw Particleboard (R605) MASONRY ONSTRUCTION (R606 - R610) design (R606) L/ZS C C and D (R606.12) Unit masonry (R607) —Aft Multiple wythe masonry (R608) Grouted masonry (R609) eGlass 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) EXTERIOR WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CON jT�-RUCTION (R613) "� Applicability (R613.2) N 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). ��ceramic tile (R702.4) V Other finishes (R702.5 and R702.6) Y 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) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 7/8" 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 EXTERIOR WALL COVERING (R703) feet) (R703.7.4.1) . Water -resistive barrier (R703.2) �� lashing (R703.7.5 and R703.8) Wood siding (R703.3) Exterior insulation and finish systems (R703.9) Attachment and minimum thickness Fiber cement siding (R703.10) Table R703.4) vinyl siding (R703.11) ( ��' Y ROOF -CEILING CONSTRUCTION (Chapter 8) GEN7(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) /Rafter tie (R802.3.1) ✓ Collar ties (4' o.c., in upper third of attic) Purlins (2" x 4" at 4' o.c. minimum) �1 (Figure R802.5.1, R802.5.1) Bearing (R802.6) _ r 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 GISTS [Tables R802.4(1), R802.4(2)] ithout attic storage, LL = 10psf With attic storage LL = 20psf Spacing ___,Species Grade Span Size RAFT RS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf ff ontrolling design (LL or snow) Ceiling not attached/ceiling attached Spacing �S ecies Grade l pan ize eHc/HR; Adjustment factor ROOF S�iEATHING (R803.2) _-�G/ rade Thickness FRTW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)) Installation (R803.2.3) J ` l ROOF -CEILING CONSTRUCTION (cont'd.) STEET 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) RO7FRoof SSIFICATION (R902) ,, (( Pr Slate and slate -type shingles (R905.6) covering materials (R902.1) N Wood shingles (R905.7) WEATHEfj.PROTECTION (R903) ashing (R903.2) ping (R903.3) of drainage (R903.4) Hail exposure (R903.5) MATERIA (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIR ENTS FOR ROOF COVERINGS (R905) �sphalt shingles (R905.2) ,Clay and concrete tile (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) REROOFING (R907) Af,A- Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASS( NRY FIREPLACES (R1001) w Construction (Figure R1001.1 and Table [R1001.1) SDC D reinforcing/anchorage (R1001.3 and Q� R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) I ) ---'- Hearth extension material (R1001.9) Hearth extension (R1001.10) (AR � Fireplace clearance (R1001.11) (\) I " Fireblocking (R1001.12) MA S NRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) M CHIMNEYS AND FIREPLACES (cont'd.) - Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) jKChimney crickets (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) (v A Installation (R1004.2) FACT RY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXT IOR AIR SUPPLY (R1006) fj Intake size (141006.2, 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 Building envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Appliance access (M1305, M1401) Appliance installation (M1307) _ Z Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) _Combustion air (Chapter 17) g/A-Application (132401.1) General regulations (G2404) Appliance location (G2406) . Air requirements (G2407) Installation (G2408) ►" Chimney and vent location and terminations A (Chapter 10 and Chapter 18) J Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems r (Chapter 22) N Solar systems (Chapter 23) rJ Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) t'-//4- Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) -F ICI Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) kVenting (G2426 - G2429) Misc appliances (G2423, G2425, G2430 - G2453) 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) 4404---Dwelling unit fire sprinkler systems (P2904) N FPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, P2904.4.2) Water supply capacity J(P2904.5.2) Pipe sizing (P2904.6) —A— Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) r✓/Fixture traps (P3201) Storm drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters34-43) v Penetrations of fire -resistance rated assem- ✓ Wiring methods (Chapter 38) blies (E3402.2) 7- Listed and labeled materials (E3403) Service equipment and location (E3405, IXE3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) V Feeder requirements and load calculations (E3704) Required lighting and receptacle outlets (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting'fixtures (Chapter 40) �/ Appliance installation (Chapter 41) /" A --swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) '0.�—Provisions adopted (R102.5) Compliance with Appendix E verified -11- /I 1 i RADON CONTROL MEASURES (Appendix F) provisions adopted (R102.5) /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) 'v Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) 4-ec Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) ---!� Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- ` ` I St. Lucie County Building -& Zoning 2300 Virginia Ave IpR�pP Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade -..Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric/ Inc. 2045' ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing/ LLC 19496 RC29027087. Gas IIPERMIT NUMBER: 1 I�3y I ISSUE DATE: I II AJ_I- Gym ST. LUCIE COUNTY PUBLIC.WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: o?dq,". State of Florida Certification Number (If applicable): 4�,Q S 4- W E le GLj�,-C , �nC , have agreed to be the (Company Name/Individual Name) . G l e c f r-1 ca l sub -contractor for WMoapaevCOT - (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REODURED 01 $;:... �3- SIGNATURE PRINT NAME DATE Business Name: S ` - L) L= l e C � r; C. �t0 c , Address: City/State/Zip: Phone: -7 7a.- q'a4—l0`l46 email: OFFICE USE ONLY: PERMIT # ISSUE DATE E L L7L k ID 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 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co.. Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 DATE 461-1969 email: lindquistplumbing@ymail.com rTQV nNr .V Vr r 1t.L` v ui %-.F.L PERMIT # ISSUE DATE Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT .'`�OR►�P. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: O 2 O R State of Florida Certification Number (if applicable): nnmforr Cont Yai of si- Lucie county . Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project 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 1t DUII2ED 2 Barry Zimmerman \ �7 *'e: PRINTNAME DATE Comfort Control of St. Lucie County Inc. Address: 1501 City/State/Zip: Phone: 7 7 2 7 5=A a 1 D email: �� Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F(OR1�P ' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (]f applicable): R C 2 9 0 2 7 0 8 7 Troy c„ro rnAgt- gnnf 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 (Project Street Address or Property Tax It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by 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 23�Sri an Maloney SIGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 91 6 SW R i f t more S t City/State/Zip: Port S t.' L u c i e, FL. 34984 .Phone: (772) 343-8308 email: OFFICE USE ONLY: ST. LU.CIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:(';" CD"Q"Xgjz �Qq� #1306-111-0001-00010; 6/7 '34 3A all that —fit lying (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number ' , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name ,Pro erty OwnerSignature Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS LP�tAYOF J f , 20 l-3 BY Matthew Lyle Wvnne WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED SIGNATURE OF • NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY ,(SEAL) COMMI§6ftbP"1l1MS1(1N Notary Public - State of FMtida • , . • My Comm. 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Site Locations._.._._^'.....__....-....__._...__.___. -............ ... ......... ..-...._.._.._..-__.......... __.__.... _-_._.__._._.._._.__...._.___._.____-' .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 Nam Page 2 of 2 Technician. —�-- f Yes C No Uj Yes r_j No N/A F Yes E' No N/A ...-1 Yes ri No N/A Oj Yes U No N/A 0 Yes r_ No N/A 0 Yes U No N/A Uj Yes No _l N/A F Yes No N/A r_` rj Yes No N/A 0 Yes % No N/A 01 Yes No N/A 13 Yes 11 No N/A Oj Yes No N/A r fj� e o C-1, 0'. A .� z 5z-14 - f 3 n FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation --Residential Performance Method Project Name: WYNNE CARLTON 70 III Street: (4 J\-\ i.7 AC Q_ ?QjC'01 City, State, Zip: PORT ST. LUCIE , FL, 34983 Owner. Design Location: FL, Fort Pierce Builder Name: WYNNE Permit Office: Permit Number: Jurisdiction: 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1720.0 sqft.)' Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1720.00 ft= 6. Conditioned floor area above grade (ft2) 1720 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(118.5 sqft.) Description Area, a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d' U-Factor: N/A ft' a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1720.1 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 I hereby certify that the plans and specifications covered by this calculation are in compliance w�the Florida Energy Code. 7 PREPARED V DATE: �� l_ I hereby certify that this bui as d with the Florida Energaode. DATE: Review of the purrs and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 'CU.E ST,q�� - 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 WE 7/30/2012 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 • PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 III Bedrooms: 3 User Conditioned Area: 1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot# Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE Design Location IECC Design Temp TMY Site 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 1720 13760 - SPACES Number Name Area Volume . Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.06 ft ____ 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 ft2 286 ft2 Medium 0.5 N 0.9 No 0 18.4 ATTIC V/ # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft2 0.1 Wood 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 ' WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _ 1 N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 ft2 0 0 0.8 0 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft2 0 0 0.8 0 _ 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 ft2 0 0 0.8 0 _ 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 ft 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 ---'° U 248 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.6 3 0 7 0 21 ft2 2 Wood- Main None 0.39 3 0 7 0 16.25 ft2 WINDOWS Orientation shown is the entered Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft2 0 ft 6 in 0 ft 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft2 1 ft 0 in 0 ft 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft2 1 ft 0 in 0 ft 6 in None None 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft2 1 ft 0 in 0 ft 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 ft2 0 ft 0 in 0 ft 0 in None 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 EgL4 ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr cfm 0.8 1 sys#1 7/30/2012 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 • HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS --- Supply ---- -- Return -- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 176 ft2 Attic 130 ft' Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar f Xj Mar f A r ,j Apr f Ma Jun Jul j May Jun Jul Au Aug Se Sep E Oct Oct Nov X Nov Dec Dec VentingJan Feb X Mar [X Apr [ May Jun Jul Aug Se [X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hour Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 7/30/2012 4:20 PM EnergyGaugeO 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 #: PORT ST. LUCIE, FL, 34983 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 -ram- Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 k 41 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft2 2. Single family or multiple family Single-family b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1720.00 ft2 6. Conditioned floor area (ft2) 1720 b. N/A R= ft2 c. N/A R= ft2 7. Windows— Description Area 11. Ducts R ft2 a. U-Factor: Sgl, U=1.30 118.50 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 176 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 41.5 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency ,SHGC: a. Electric Heat Pump 41.5 HSPF:8.70 Area Weighted Average Overhang Depth: 0.624 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 1720.10 ft2 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Construction through the above energy saving features whi in this home before final inspectio herwise, a new E based on installed Code coma nt atures. Address of New Home: E ciency Code for Building will be installed (or exceeded) Display Card will be completed Date: 3 City/FL Zip��-ems �!`„ .. 11— *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 J Project Summary Job: wrightsoftW Date: JULY 25, 2012 Entire House By: . PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Proiect Information For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 l Notes: Design • • Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17435 Btuh Structure 18569 Btuh Ducts 4298 Btuh Ducts 5276 Btuh Central vent (37 cfm) 1143 Btuh Central vent (37 cfm) 612 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 23235 Btuh Method Simplified Construction quality Average Fireplaces 0 Heatingg Cooling Area (ft2 1720 1720 Volume (ft') 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25H C B536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47°F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft° 2012-Aug-02 20:age I 9 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 1 i4CCA EAWrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W Load Short Form Job: • � wrightsoftW Date: JULY 25, 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: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47'F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4D N (B. F) 037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 cnn_ c000 R7A1 7Q`2 9FIA LIVING RIVI JGV J"JVV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 )IM EAWrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 Equip. @ 0.95 RSM 23235 Latent cooling 5556 1180 1180 TOTALS 1720 22876 28790 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nLjL 2012-Aug-02 20:38:19 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 AC0% E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W - wrightsoft• Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 179.0 ft 8.6 ft d 1720.0 ft' FOYER 6.0 ft 8.0 ft heat/cool 6.0 x 17.0 ft 102.0 ftZ Ty Construction number U-value (Btuh/ft''F) Or HTM (Btuh/ft� Area (ftl or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W V {L-_G D 12C-Osw 1 D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-rlom 12C-Osw 1 Dc2ow 4A5-2cmd 12B-Obw 11 DO 16A-30ml 22A-tpm 0.091 0:870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.180 n n n a a a s s w w w - n 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10' 0.85 11.31 2.32' 0.00 591 12 20 156 20 21 449 6 325 30 33 248 16 1720 1720 579 0 20 115 1 21 443 6 262 2 0 232 16 1720 179 1474 292 70 293. 605 353 1128 213 668 479.. 701 629 177 1541 5914 1264 325 44 251 962, 365:: 967 158 573 1788 1531 198 184 3990 0 0 0 0 48 6 21 0 0 0 ` 0 0 124 0 102 102 0 0 0 27 0. 21 0 0 0. 0 0 124 0 102 6 0 0 0 69 0 353 0 0 0 0 0 337 0 91 198 0 0 0 59 0 365 0 0 0 0 0 106 0 237 0 VV I--G W P L--D C F 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13693 10481743 12 a) Infiltration b) Room ventilation 2896 0 816 0 90 0 25 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 3600 0 0 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 25% 28% 0 0 0 17435 4298 0 0 0 18569 5276 16% 18% 0 0 0 1138 183 0 0 0 769 1 35 Total room load Air required (cfm) 1 21733 1 11801 23845 11801 172 1321 904 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsotFt' 9 2012-Aug-02 20:38:19 wri 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 1 AC6A EAWrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area LAUNDRY 7.5 ft 8.0 ft heat/cool 7.0 x 7.5 ft 52.5 ftz KITCHEN 0 ft 8.0 ft heat/cool 1.0 x 144.0 ft 144.0 ft' Ty Construction number U-value (Btuh/ft2- °F) Or HTM (Btuh/ft') Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W t--G W %J �-Gp 12C-Osw 1 Dc2om 13A-5ocs 12C-Osw 1A-rlob 11.10 12C-Osw IA-rlom 12C-Osw Dc2ow 4A5-2cmd 126-0bw 11DO 16A-30ml 22A-tpm 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.180 n n n a a a s s w w w - n 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90: 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 0.00 0 0 0 0 0 0 60 0 0 0 0 56 16 53 53 0 0 0 0 0 0 60 0 0 0 0 40 16 53 8 0 0 0 0 0 0 153 0 0 0 0 108 177 47 248 0 0 0 0 0 0 131 0 0 0 0 34 184 122 0 0 0 0 0 0 0 0 0 0 0 0 68 0 144 144 0 0 0 0 0 0 0 0 0 0 0 68 0 144' 0 0 0 0 0 0 0 0 0 0 0 0 185 0 129 0 0 0 0 0 0 0 0 0 0 0 0 58 0 334 0 W. L-G W Ij1 P I-D C F 6 c) AED excursion -61 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration b) Room ventilation 113 0 32 0 0 0 0 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 1 2400 Subtotal (lines 6 to 13) 846 1651 314 2708 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 16% 18% 0 0 0 846 136 0 0 0 1651 291 16% 18% 0 0 0 314 50 0 0 0 2708 477 Total room load Air required (cfm) 982 53 1942 96 1 364 20 3185 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCk E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W �d- 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.0 x 8.0 ft 7.0 x 9.0 ft 5 Room area 56.0 ftz 63.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 L 1 D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 /�12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 --G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 UV I--G 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0, 0 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 Ij1 4A5-2omd 0.770 w 21.56 47.10 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 L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 0.90 2.32 56 56 50 130 63 63 56 146 F 22A-tpm 1.180 33.04 0.00 56 8 264 0 63 0 0 0 6 c) AED excursion -13 -4 Envelope loss/gain 676 401 56 142 12 a) Infiltration 120 34 0 0 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) 796 435 56 142 Less external load 0 0 0 0 Less transfer 0 0 0 OI Redistribution 0 796 0 435 0 56 0, 142' 14 15 Subtotal Duct loads 16% 15% 128 65 32% 42% 18 60 Total room load 924 500 74 202 Air required (cfm) 501 251 4 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri Fftsoft° 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 AC�A E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS BDRM HALL 2 Exposed wall 49.0 ft 0 ft 3 Room height 8.6 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 304.5 ft 4.5 x 5.0 ft 5 Room area 304.5 ft' 22.5 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 %tI-- 12C-0sw 0.091 n 2.55 2.18 81 81 206 176 0 0 0 0 G 1 D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0. 0 0 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0. 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 119 89 227 194 0 0 0 0 D-c2ow 0,570 w 16.96 59.58 30, 2 479 1788 0 0 0 0 Lt1 4A5-2omd 0.770 w 21.66 47.10 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 0 I---D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 16A-30ml 0.032 0.90 2.32 305 305 273 706 23 23 20 52 C F 22A-tpm 1.180 33.04 0.00 306 49 1619 0 23 0 0 0 6 c) AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration 783 221 0 0 0 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 01 1 Subtotal (lines 6 to 13) 4138 4414 20 51 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4138 4414 20 51 14 15 Subtotal Duct loads 32% 42% 1305 1874 32% 42% 6 21 Total room load 1 6443 1 6287 27 1 72 4 Air required (cfm) 296 311 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft° 9 2012-Aug-02 20:38:19 At=9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 4 ACdts E:\Wrightsoft HVAC\Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W -.LIL 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name BATH BDRM 2 2 Exposed wall 5.0 ft 40.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 193.5 ft 5 Room area 45.0 ft' 193.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W-°F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 W 12C-Osw 0.091 n 2.55 2.18 40 40 102 87. 108 108 275 236 L--G 1D-c2oMr 0.870 n 24.36 27.10 0 0 0 0 0. 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 01 0 108 88 224 192 IA-rlob 1.080 a 30.24 48.10 0 0 0 0 20 1 605 962 D 11J0 0.600 a 16.80 17.40 0 0 0 G 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 108 108 275 236 W T-G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0; 0- 0 0 0 0 1D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 '0 0 0 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0. 0 01 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 16A-30ml 0.032 0.90 2.32 45 45 40 104 194 194 173 449 C F 22A-tpm 1.180 33.04 0.00 45 5 165 0 194 41 1338 0 61 c) AED excursion 1 -6 -49 Envelope loss/gain 307 185 2891 2025 12 a) Infiltration 75 21 609 172 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 10 Subtotal (lines 6 to 13) 383 207 3500 2197 Less external load 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 0 383 0 207 3500 2197 14 15 Subtotal Duct loads 32% 42% 121 88 32% 42% 1104 933, Total room load 503 294 4604 3130 Air required (cfm) 27 15 250 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft° 9 2012-Aug-02 20:38:19 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 5 A z5K E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W -}�- wrightsoft° Right-.10 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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area CLOSET 2.5 ft 8.0 ft heat/cool 9.0 x 2.5 ft 22.5 ft2 BDRM 3 14.0 ft 8.0 ft heaticool 13.5 x 14.0 ft 189.0 ft2 Ty Construction number U-value (Btuh/W-°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W �G W D 12C-Osw 1 Dc2om 13A-5ocs 12C-OSW 1A-r1ob 11Jo 12C-Osw 1A-r1om 12C-Osw D-c2ow 4A5-2omd 1213-0bw 11 DO 16A-30ml 22A-tpm 0.091 O' 870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 1.180 n n n a a a s s w w w - n 2.66 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.72 10.92 0.90 33.04 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 0.00 0 0 20 0 0 0 0 0 0 0 0 0 0 23 23 0 0 20 0 0 0 0 0 0 0 0 0 0 23 3 0 0 70 0 0 0 0 0 01 0; 0 0 0 20 83 0 0 44 0. 0 0 0 0 0 0 0 0 0 52 0 1:12 12 0 0 0 0 0 0 0 0 0 0 0 189 189 100 0 0 0 0 0 0 0 0 0 0 0 0 189 14 255 292 0 0 0 0 0 0 0. 0 0 0 0 169 463 218 325 0 0 0 0 0 0 0 0 0 0 0 438 0 W I-G W Et1 P I-D C F 6 c) AED excursion -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration b) Room ventilation 38 0 11 0 211 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 210 104 1390 1010 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 210 66 0 0 0 104 44 32% 42% 0 0 0 1390 438 0 0 0 1010 I429 Total room load Air required (cfm) 277 1 151 148 71 1828 99 1439 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -pp- wri htsof ' 2012-Aug-02 20:ge 6 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 ACCK EAWrightsoft HVAC\Wynne Corp%WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W -9- wrightsoft' Rig ht-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: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 2 3 Room name . Exposed wall Room height LIVING RM 46.5 ft 9.8 ft heat/cool 4 Room dimensions 1.0 x 525.5 ft 5 Room area 525.5 ft2 Ty Construction number U-value (Btuh/ftz °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W %1 I-G I-D 12C-Osw 1 D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 12C-Osw 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 n n n a a a s s w 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 2.18 27.10 2.22 2.18 48.10 17.40 2.18 26.39 2.18 250 0 0 0 0 0 0 0 206 250 0 0 0 0 0 0 0 173 637 0 0 0 0 0 0 0 442 546. 0` 0 0. 0 0 0 0 378 IW G WI - 1 D-c2ow 4A5-2omd 12B-Obw 0.570 0.770 0.097 w w - 15.96 21.56 2.72 59.58 47.10 0.85 0 33 0 0 0 0 0 701 0 0 1531 0 Ij P L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 526 525 471 1219 F 22A-tpm 1.180 33.04 0.00 526 47 1536 0 6 c) AED excursion 506 Envelope loss/gain 3786 4180 12 a) Infiltration b) Room ventilation 857 0 242 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 0 Subtotal (lines 6 to 13) 4643 4882 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 15 Subtotal Duct loads 16% 18% 4643 745 4882 859 Total room load 5388 5741 Air required (cfm) 293 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 wrightsoft` Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 �� E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek 0 RE: m11324 - 70' Carlton Elev D Site Information: Customer Info: WYNNE BUILDING CORPORATIN Project Name Lot/Block: Subdivision: Address: N/A City: ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. 70' CARLTON TnW8340Atldel: 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: ASCE 7-10 [All HeighIl Floor Load: N/A psf . Load: 32.0 psf Wind Speed: 165 mphThis package includes 25 individual, dated Truss Design Drawings an ra gOS- Roof. With my seal affixed to this sheet, I hereby certify that I am the Truss si ngineer and-RS index sheet conforms to 61 G15-31.003, section 5 of the Florida. Board of Professional Engineers Rules. No. I Seal# Truss Name Date INo. I Seal# I Truss Name I Date 1 IT4938755 I Al 7/19/013 18 IT4938772 JJB 7/19/013 12 I T4938756 I A2 17/19/013 119 I T4938773 J JC 1 7/19/013 13 _ I T4938757 I A3 1 7/19/013 120 I T4938774 I KJ5 1 7/19/013 14 I T4938758 I A4 1 7/19/013 121 I T4938775 J KJ7 1 7/19/013 15 I T4938759 I A5 1 7/19/013 1 22 I T4938776 I KJA 1 7/19/013 16 _ I T4938760 I A6 1 7/19/0.13123 I T4938777 J KJB 1 7/19/013 17 I T4938761 J A 1 7/19/013 1 24 I T4938778 I MV2 1 7/19/013 18 I T4938762 113 1 7/19/013 1 25 I T4938779 I MV4 1 7/19/013 19 I T4938763 J BH7 1 7/19/013 110 I T4938764 I GRA 1 7/19/013 11 I T4938765 I GRB 1 7/19/013 112 I T4938766 I GRC 1 7/19/013 113 I T4938767 J J 1 1 7/19/013 114 I T4938768 I J3 1 7/19/013 115 I T4938769 J J5 1 7/19/013 116 I T4938770 J J7 1 7/19/013 117 I T4938771 I JA 1 7/19/013 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, 2015 IMPORTANT NOTE: Truss Engineer's responsibility is.solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. A. N39380 r S o4OF •�/� �0 N A� eii FL Cert. 6634 July 19,2013 Alban, Thomas 1 of 1 .Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938755 M11324 Al SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MTek Industries, Inc. Fri Jul 19 14:15:34 2013 Page ID:JdiGCA6bx7j2Syl HDXFw7ye3lO(-BxLARFdqW_zA?fQQ64gB83pE?wTgFV3AisU]QuywL 1 og 7-8-0 13-7-8 17.6-0 23-11-12 26-9-10 35-0-0 36-0-0 F1-0-0 7-8-0 5-11-8 3 10 8 6-5-12 2-9-14 8-2-6 1-0-0 Scale = 1:61.0 4.00 Ft2 5x6 = 6 2x3 II 2X3 II 3x6 % 5 06 7 4 8 2x3 3x4 3 9 12 10 2 N1 =I 16 5X12 MT18HS= Io Y 15 04 = 14 13 08 = 2x3 I 5x12 = 2.00 Ft2 7-8-0 13-7-8 23.11-12 35-0-0 7-8-0 5-11-8 10-4-4 11-0-4 Plate Offsets X 2:0-3-14 Ede 8:0-3-0 Ede 10:0-5-2 Edge] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.76 12 >539 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(fL) -1.3012-13 >317 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(fL) 0.39 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 158 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-1 cc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1021/0-8-0 (min. 0-1-8), 10=1023/0-8-0 (min. 0-1-8) Max Horz2=224(LC 7) Max Uplift2=-837(LC 8), 10= 837(LC 8) Max Grav2=1 171 (LC 2), 10=1 171 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2741/1788, 3-4=-2154/1460, 4-5=-2097/1474, 5-6=-2129/1562, 6-7=-4406/2927, 7-8=-4337/2831, 8-9— 4384/2824, 9-10= 4785/3126 BOT CHORD 2-14=-1582/2548, 13-14=-1582/2548, 13-15= 1023/1828, 15-16=-1018/1832, 12-16=-1017/1840, 10-12=-2876/4512 WEBS 3-13=-631/465, 5-13— 271/242, 6-13=-269/46916-12=-1740/2753, 7-12=-258/249, 9-12= 388/377 ``,,,�1111111#it,,, NOTES �P?, A'• -14e ��.e 1) Unbalanced roof live loads have been considered for this design. �� Q ., •� G E N S' •, "� �� 2) Wind: ASCE 7-10; VuR=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; F,1,�`Z`; �`'•,� 2� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60oo 3) All plates are MT20 plates unless otherwise indicated. O 3938 00 •� 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 wilat between the bottom chord and any other members, with BCDL = 5.Opsf. , - `N 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacitBI--• - �� c 1 ATE bearing surface. - b 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joinf",�,0�•. Q;•. •� O • \��v ,0R1 G �o 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %O O N Ak- ` LOAD CASE(S) Standard , 11 FL Cert. 6634 July 19,201 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M713KRF-FERBNCE 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. incorporation designer designer. Bracing Applicability of design parameters and proper of components responsibility of building -not truss 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/rPll Quality Criteria, DSE-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 5autherzt Pine ISP) lumber is specified, the design values are these effective (16101/2013 by ALSC Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938756 M11324 A2 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce A. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:36 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-7JSwrxe42cDuEzaoEVBfDUvaUj8kjLlTAAzPUmyw 1-0- 7-8-0 13.7-8 17-0-0 8-0• 23.11-12 26-9-10 35-0-0 36-0-0 1-oo 7-8-0 5-11-8 3-4-8 1-0 5-11-12 2-9-14 8-2-6 1-0 0 Scale = 1:63.0 4.00 F12 4x4 % 4x5 zzz 6 7 3x4 3x6 % 5 4x5 4x6 8 3x4 % 4 9 2x3 3 10 17 13 11 N1 2 12N m 15 14 5x12 MT18HS = Io 4x4 = 17 16 3x4 = 4x8 = 2x3 II 6x12 = 3x5 = 2.00 F12 7-8-0 13-7-8 17-0-0 8.0- 23-11-12 35-0 0 7-8-0 5-11-8 3-4-8 1-0 5-11-12 11.0.4 Plate Offsets X 2:0-3-14 Ede 9:0-3-0 Ede 11:0-5-2 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.76 13 >540 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(fL) -1.19 11-13 >347 240 MT18HS 244/190 BCLL 0.0 " Rep Stress Incr YES WB 0.70 Horz(TL) 0.42 11 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 168 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied,or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 11=986/0-8-0 (min. 0-1-8) Max Horz2=218(LC 7) Max Uplift2=-837(LC 8), 11=-837(LC 8) Max Grav2=1 171 (LC 2), 11=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2746/1787, 34=-2132/1457, 4-5=-2075/1471, 5-6=-1998/1418, 6-7=-1880/1381, 7-8=-2019/1397, 8-9=-4321/2829, 9-10= 4369/2821, 10-11=-4778/3131 BOT CHORD 2-17=-1580/2533, 16-17=-1580/2533, 15-16=-1174/2004, 14-15=-1013/1855, 13-14=-2504/4176, 11-13=-2882/4503 WEBS 3-16=-675/465, 5-15=-287/192, 6-15=-379/503, 7-14=-242/437, 8-14=-2499/1605, 8-13=-955/1626, 10-13=-413/387 `,,,��19IIf/0��,, NOTES ,% NS `� ��,.... I� 1) Unbalanced roof live loads have been considered for this design. ♦ Q ' 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. ll; E,�`Z'; • \C' E N S�:••'9j�i� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. O 39380 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity9f'O b ATE bearing surface. Q` lie 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 0 R \ I \ % •�Ci 11. I�` ss , , . • �t 9) "Semi -rigid including heels" Member end fixity model was used in the analysis and design of this truss. pitchbreaks LOAD CASE(S) Standard FL Cert. 6634 July 19,201 0 WARNING - Verify design parameters and READ NOTES ON TITIS AND INCLUDED MtTEKREFERENCE 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 iTek° 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/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine f5P) lumber is specked, the design values are those effective O6/01/2013 my ALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938757 M11324 A3 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:38 2013 Pag ID;__cfiGCA6bx7i2Sy1 HDXFw7ye3KX-3iahGdgKaDTcTHkBLwE7JvyYXpJBBJmdUSWzfywU 1-0- 8-0-1 15-0-0 20.0-0 23-11-12 26.9-10 35-0-0 6-0- 111- 8-0.1 6-11-15 5-0.0 3-11-12 N- 44 8-2-6 0.0 Scale = 1:63.0 4.00 12 4x5 % 4x4 5 6 3x6 7 _ 3x6 % 3x4 % 2x3 4x6 4 8 3 9 i 2 12 10 It2 I o 1 13 6x8 = 11 m 0 14 3x8 = o 4x4 = 15 4x8 = 2x3 II 5x6= 2.00 F12 8-0.1 13-7-8 20.0-0 23-11-12 35-0-0 8-0-1 5-7-7 6-4-8 311-12 11-0-4 Plate Offsets MY): : 2:0-3-14 Ede 9:0-3-0 Ede 10:0-5-2 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.68 12 >605 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(rL) -1.14 10-12 >363 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.38 10 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 159 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-1-13 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=986/0-8-0 (min. 0-1-8), 10=986/0-8-0 (min.0-1-8) Max Horz2=194(LC 7) Max Uplift2=-837(LC 8), 10=-837(LC 8) Max Grav2=1 171 (LC 2), 10=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-2729/1771, 3-4=-2607/1786, 4-5=-2104/1448, 5-6=-2324/1632, 6-7=-2452/1671, 7-8=-4324/2787, 8-9= 4610/3102; 9-10=-4723/3088 BOT CHORD 2-15=-1575/2516, 14-15=-1575/2516, 13-14- 1128/1961, 12-13=-2458/4129, 10-12=-2848/4446 WEBS 4-14=-718/514, 5-13= 272/588, 6-13=-306/516, 7-13=-2100/1327, 7-12=-939/1576, 8-12=-412/397 ,e11111111/1j�, NOTES Cj A �sI 1) Unbalanced roof live loads have been considered for this design. �� P•,,,, q4 �j♦ e9 2) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; `�iQ ,•`G E S' •, ♦♦♦ N Lumber DOL=1.60 DOL=1.60 C; Encl., GCpi=0.18; MWFRS (directional); plate grip �`�,••� �`� :�//� 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. 3938 5) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willit'K between the bottom chord and any other members.• ATE 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacityZf'O •• bearing surface. A, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint ♦♦e ` . 0 R 4a % 10. "Semi including heels" Member fixity in the and design of this truss. o�♦�I�S�O 10) -rigid pitchbreaks end model was used analysis N A' 111 '��, LOAD CASE(S) Standard FL Cert. 6634 July 19,201 A WARNING - Verify design parameters and READ NOTES ON THIS BALD INCLUDED MITEKREPERENCE PAGE l fl-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/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety tio Inforrnan available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Sauthem Pine f5P) lumber isspeclfied, the design values are those effective 06/01/2.013 by ALSC Tampa, FL 33610-4116 Job Truss Truss Type City Ply 70' Carlton Elev D T4938758 M11324 A4 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:40 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-04iRhlhb6gjJjauaTLGbOK3FIKVif5W34oxcdXywU r1-0-Q 7-8-0 13-0-0 22-0-0 i23-11-121 26-9-10 i 35-0-0 $6-0-0 T1-0-0 7-8-0 5-4-0 9-0-0 1-11-12 2-9-14 8-2-6 1-0-0 Scale = 1:62.0 5X10 i 5x6 = 3x6 4.00 12 4 5 6 3x4 % 2x3 3 7 v,1 2 10 ,128 9I�1 3x8 4x4 = 13 12 5x12 MT18HS = 4x8 = 2x3 II 5x12 = 2.00 F12 7-8-0 13-7-8 22-0-0 2311-12 35-0-0 '1 7-8-0 7-8-0 5-111 8-4-8 11-0-4 Plate Offsets X 2:0-3-14 Ed a 4:0-5-0 0-2-0 8:0-5-2 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 10 >590 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -1.14 8-10 >362 240 MT18HS 244/190 BCLL 0.0 " Rep Stress Incr YES WB 0.99 Horz(TL) 0.38 8 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 157 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 "Except" TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. BOT CHORD 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Horz2=170(LC 7) Max Uplift2— 837(LC 8), 8=-837(LC 8) Max Grav2=1 171 (LC 2), 8=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2732/1777, 3-4=-2167/1493, 4-5=-3002/2033, 5-6=-3106/2070, 6-7=-4297/2756, 7-8=-4794/3146 BOT CHORD 2-13= 1570/2517, 12-13=-1570/2517, 11-12=-1195/2039, 10-11=-2412/4080, 8-1O 2897/4519 WEBS 3-12= 626/420, 4-11=-616/1112, 5-11=-266/557, 6-11=-1556/940, 6-10=-980/1602, 7-10= 527/494 11111111/1/11 NOTES 1) Unbalanced roof live loads have been considered for this design. ��p S A 11�I � \vP'. • • q�e ✓jam, 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 6=45ft; L=50ft; eave=6ft; Cat. II; Ex�s Q G E N S •, 9®, C; Encl., GCpi=0.18; MWFRS (directional); LumberDOL=1.60 DOL=1.60 '��'. plate grip : A`l - 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. •�� s 0 �3 9380 *�'3 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:ot between the bottom chord and any other members. _ f 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacityf� bearing surface. ATE .• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint', .08. •• ♦ `w F: 9) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0% LOAD CASE(S) Standard r01 /0 N AX 111 FL Cert. 6634 July 19,201 Q WARNING - Verify design parainetc7s and READ NOTES ON THIS AND INCLUDED W EKREFERENCE PAGE D71I-7473 BEFORB USE. Design valid for use only With Wek 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. if;=t hem Pine ISP) lum'beris specified, the design values are those effective 06/01/2013 by ALSG Tampa, FL 33610-4715 Job Truss Truss Type Qty Ply 7U Carlton Elev D T4938759 M11324 A5 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:41 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-UHGpveiDt8rAKkTml2ngwXcPgkrlOcyCJShA9-ywU 7-10-13 11-0.0 17-11-10 24-0.0 26-8-1 35-0-0 -o- 1-0.0 7-10-13 3-1-3 6-11-10 60-6 2-8-1 8-3-15 1-0. Scale = 1:62.0 5x10 4x5 3x4 = 4.00 12 4 13 5 14 6 2x3 3 7 0 8 9 t2 , 0 6 5x12 MT18HS= r7 0 4x4 = 12 11 4x8 = 3x4 = 5x6 = 2.00 rl2 11-0.0 13-7-8 23-11-12 35.0.0 i 11-0-0 2-7-8 10-4-4 11.0.4 Plate Offsets X Y : 2:0-3-14 Ede 4:0-5-0 0-2-0 8:0-5-2 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.74 10 >555 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(fL) -1.21 10-11 >341 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.39 8 n/a n/a BCDL 5.0 Code FBC2010/fP12007 (Matrix) Weight: 151 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 3-11-14 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=986/0-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Horz2=146(LC 7) Max Uplift2=-837(LC 8), 8=-837(LC 8) Max Grav2=1171(LC 2), 8=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2691/1791, 3-4=-2368/1605, 4-13=-2371/1648, 5-13=-2370/1648, 5-14=-4103/2666, 6-14— 4103/2666, 6-7-4353/2795, 7-8=-4790/3131 BOT CHORD 2-12-1581/2480, 11-12=-1307/2219, 10-11=-2041/3253, 8-10=-2881/4516 WEBS 3-12-400/355, 4-12=-171/351, 4-11-181/348, 5-11=-1096/784, 5-10-444/964, 6-10-748/1211, 7-10=-466/436 NOTES 011111111/// 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; �� Cj A L=50ft; eave=6ft; Cat. II; Exp P q I� gust) ,% `� C; Encl., GCpi=0.18; MWFRS (directional); Lumber D0L-1.60 plate grip DOL=1.60 Q C E N 5 •, '��i� ' 3) Provide adequate drainage to prevent water ponding. ��,``r: \,� �`'•, 4) All plates are MT20 plates unless otherwise indicated. r ,_-�'"" ' �• r'`t '- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r"d O 39380 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 willalt k between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity3)f,. bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at join O ;• ATE 8. 9) Semi -rigid including heels" Member end fixity model was used in the analysis and design of this truss. ��i� •�.,� Q pitchbreaks R LOAD CASE(S) Standard sap N p,��G;�l�,, /11111111 FL Cert. 6634 July 19,201 ® WARNING - Verify design parameters and READ NOTES ONT71IS AND INCLUDED MlTEKREFERENCE PAGE J917473 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/rPll Quality Criteria, DSE-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 5authern Pine (SP) lumber is specified, the design values are those effective 06/01/2013 by ALS+C Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Carlton Elev D T4938760 M11324 A6 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:43 2013 Pag ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-QfNaKKkTP15ua2d88TplOyhmzYYhscrVnlAGEsywU i-0 Q 9-0-0 13.8.0 20-2-13 26 0-0 35-0-0 36.040 1-0-0' 9-0-0 4-8-0 6 6-13 5-9-3 9-0-0 1-0 0 Scale = 1:61.0 5x10 % 2x3 11 4x6 = 2x3 11 4.00 12 5x10 3 16 17 4 5 6 18 19 7 1 2 8 g u> 166 o Im d 4x4 = 15 14 13 12 11 10 4x4 = 2x3 If 46 = 3x4 = 3x4 = 3x6 = 2x3 11 9-0-0 13-8.0 20.2-13 26-0-0 35-0-0 9-0-0 4-8-0 6 6-13 5-9-3 9-0-0 Plate Offsets X 2:0-3-10 Ede 3:0-5-0 0-2-0 5:0-3-0 Ede 7:0-5-0 0-2-0 8:0-3-14 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.68 10-12 >373 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(rL) -0.91 10-12 >278 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 142 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 5-9-3 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=823/0-8-0 (min. 0-1-8), 13=267/0-8-0 (min. 0-1-8), 8=882/0-8-0 (min. 0-1-8) Max Harz 2=- 121 (LC 6) Max Uplift2=-712(LC 8), 13=-205(LC 8), 8=-757(LC 8) Max Gmv2=977(LC 2), 13=351(LC 19), 8=1048(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2024/1307, 3-16=-2314/1627, 16-17=-2314/1627, 4-17=-2314/1627, 4-5=-2314/1627, 5-6=-2314/1627, 6-18=-2314/1627, 18-19=-2314/1627, 7-19= 2314/1627, 7-8=-2288/1477 BOT CHORD 2-15— 1106/1837, 14-15= 1103/1838, 13-14=-1103/1838, 12-13=-1427/2314, 11-12=-1269/2096, 10-11= 1269/2096, 8-10=-1268/2087 WEBS 3-13=-387/829, 4-13=-462/352, 6-12= 254/217, 7-12=-179/405, 7-10=-20/296 NOTES �t111111°11ee 1) Unbalanced roof live loads have been considered for this design. A. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exio off`_A NS q4 • • • • ��i C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 00` 0\v. •' •�`,•• E N S�` ••'9��i� 000 4) The solid section of the plate is required to be placed over the splice line at joint(s) 11. �4 5) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. O 39380 = 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilit •fi between the bottom chord and any other members. _ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 2, 205 lb uplift at joint 1� ; - and 757 lb uplift at joint 8. "Semi including heels" Member fixity in e TAT E •.• 9) -rigid pitchbreaks end model was used the analysis and design of this truss. SOT All O LOAD CASE(S) Standard s��s R G o0 FL Cert. 6634 July 19,201 A 1WARNTNG - Verify design parameters and READ NOTES ONTHIS AND INCLUDED i11ITEKREPERENCE PAGE M(I-7473 BEFORE USE. r Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/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. if Southern Pine (51131 lumber is specked, the design values are Phase effective 06/01/2013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Carlton Elev D T4938761 M11324 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. 'Fri Jul 19 14:15:33 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-jknoDvcBlhrJNVsDZNeycrH8sWCXW2o1TCIItRywU ri-0.Q 8-4-0 12-11-0 17-6.0 22-1-0 26.8-0 35-0-0 36-0-0 1-0.0 8-4-0 4-7-0 4-7-0 4.7-0 4-7-0 8-4-0 1-0.0 Scale = 1:60.0 4.00 F12 4x4 = 6 2x3 11 18 19 2x3 II 3x6 % 5 7 3x6 3x4 % q 8 3A 3 9 1 2 10 11I , 0 3x6 17 16 15 20 21 14 13 12 3x6 2x3 II 4x6 = 3x8 = 2x3 II 3x8 = 4x6 = 8-4-0 12-11-0 22-1-0 26.8-0 35-0-0 8-4-0 4-7-0 ' 9-2-0 4-7-0 8-4-0 Plate Offsets X Y : 2:0-3-14 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(FL) -0.61 14-15 >676 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.13 10 n/a n/a BCDL 5.0 Code FBC2010lFPI2007 (Matrix) Weight: 166lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-3 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=1079/0-8-0 (min. 0-1-8), 10=1079/0-8-0 (min. 0-1-8) Max Horz2=223(LC 7) Max Uplift2=-787(LC 8), 10=-787(LC 8) Max Grav2=1221(LC 2), 10=1221(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2851/1613, 3-4=-2350/1342, 4-5= 2322/1353, 5-18=-2344/1412, 6-18=-2293/1436, 6-19=-2293/1436, 7-19= 2344/1412, 7-8= 2322/1353, 8-9=-2350/1342, 9-10=-2851/1613 BOT CHORD 2-17= 1408/2666, 16-17= 1408/2666, 15-16= 1408/2666, 15-20=-753/1731, 20-21=-753/1731, 14-21=-753/1731, 13-14=-1408/2627, 12-13=-1408/2627, 10-12=-1408/2627 WEBS 6-14=-455/854, 7-14=-253/174, 9-14=-552/440, 6-15=-455/854, 5-15=-253/174, 3-15=-551/440 NOTES �� PS A. ,.•... 1) Unbalanced roof live loads have been considered for this design. �� • \ C E N S' •, 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Fi�`Z`; �, �C`••, ��. C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ' •• 9 3) 100.0Ib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O 0 - — 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 wilit e between the bottom chord and any other members, with BCDL = 5.Opsf. mcc 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 2 and 787 lb uplift at joi1 v 10. �A`-r E •� I "Semi �� 7) rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ; •. A' < 0 R `� LOAD CASE(S) Standard ��s �S1/O N A® ",%0 1111110 FL Cert. 6634 July 19,201 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WT EKREPBRENCE PAGE P iI-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 Additional bracing the is the the building designer. For till iTek° erector. permanent of overall structure responsibility of 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. ifSourhern WineISP}lumberisspecified,thedesignvaluesaretheseeffectiveObJ01/2013byALSC Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply 70' Carlton Elev D T4938762 M11324 B COMMON 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:44 2013 Pag ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-usxyXgk5A3DIBCBLiBKXYAE48yOXb6cf?Pvgmlyw i -1-40 6-11-0 13-10-0 1-0 0 6-11-0 6-11-0 Scale = 1:24.3 4x5 = 3 4.00 12 4 2 I 5 3x4 = 2x3 II 3x4 = 6-11-0 13-10-0 6-11-0 6-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(rL) -0.09 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 47 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=353/0-8-0 (min. 0-1-8), 2=417/0-8-0 (min. 0-1-8) Max Horz2=93(LC 7) Max Upl'Ift4=-275(LC 8), 2— 391(LC 8) Max Grav4=418(LC 2), 2=497(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 771/473, 3-4— 769/470 BOT CHORD 2-5=-370/67314-5= 370/673 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL--I.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit / S between the bottom chord and any other members. ��P........ q� ' e9 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 Ib uplift at joint 4 and 391 Ib uplift at joint �Q �, • C E ' •, 2 ``� \ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. -,,....-- "'— � .• � `jj 46 LOAD CASE(S) Standard 39380 4ATE - FL Cert. 6634 July 19,201 VIARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEICREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. if Southern Pine ISP) lumber is specified, the design values are thase effective 06/01/2013 by ALSO Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938763 M11324 BH7 BOSTON HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:46 2013 Page ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-qE3-yMmLhgTTRVLjpbN?dbJMwlfe3wAyTjOxrBywu 14-0-0 21-6.1 1.0- 7-0-0 11-5-15 13-5-15 15-5-15 17-6-0 19-6-1 21-0-0 23-6-1 28-0-0 35-0-0 6-0- 1-0-0 7-0.0 4-5-15 2-0-0 -6- 2-0-1 2-0-1 1-5-15 2-0-0 4-5-15 7-0-0 1-0-0 1-5-15 0-6-1 Scale = 1:63.0 (+) Top chord must be braced by end jacks, roof diaphragm, or properly connected 4.00 F12 4x5 = purlins as shown. 10 13 15 3x6 % 7 18 3x6 6 20 5x12 % 4 3x4 &6 = 22 5x12 3 9 17 23 N 1 2 24 25 N I of 4x4 = 31 30 29 28 27 26 4x4 = o 4x6 = 3x4 = 3x8 = 4x6 = i 7-0-0 14-0-0 21-0-0 28-0-0 35-0.0 i 7-0-0 7-0-0 7-0-0 7-0-0 7-0-0 Plate Offsets X 2:0-3-14 Ede 24:0-3-14 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Weil L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.46 28-29 >896 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.62 28-29 >664 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.14 24 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 207 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. WEBS 2x4 SIP No.3 JOINTS 1 Brace at Jt(s): 9, 17, 14, 5, 21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 24=986/0-8-0 (min. 0-1-8) Max Horz2=-223(LC 6) Max Upli t2=-837(LC 8), 24=-837(LC 8) Max Grav2=1171(LC 2), 24=1171(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2794/1817, 3-4=-1005/604, 4-6=-942/613, 6-7= 945/634, 7-10=-931/668, 10-13=-9321711,13-15=-9331711,15-18=-932/668,18-20= 945/634,20-22=-942/613, 22-23=-1004/604, 23-24=-2793/1816, 3-5= 1968/1462, 5-8=-1969/1463, 8-9= 1969/1463, 9-11=-1976/1465, 11-12— 1976/1465, 12-14= 1976/1465, 14-16=-1976/1465, 16-17— 1976/1465, 17-19= 1976/1465, 19-21=-1976/1465, 21-23= 1975/1464 BOT CHORD 2-31=-1612/2583, 30-31=-1618/2571, 29-30=-1618/2571, 28-29=-1807/2861, ,0,>1111111111 27-28=-1618/2570, 26-27=-1618/2570, 24-26=-1612/2582 Q��, cj A. �I** WEBS 3-29=-202/347, 9-28=-457/4629 23-28= 205/361, 13-14=-265/351 i NOTES 1) Unbalanced roof live loads have been considered for this design. I`ll 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II- 39380�,, 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. _ _ � CC 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 fir. ' �, �0 between the bottom chord and any other members. . •. ,(� joint joint �i 7 Provide mechanical connection b others of truss to bearing late capable of withstanding 837 Ib uplift at 2 and 837 lb uplift at �� )24. (Y ) 9P aP 9 P 1 P 1 ��5•<0RkO,\`8) "Semi ,'''s�Isj;0 -rigid heels" t used in the analysisthis N A® bepresentation he send 9) Graphical pu I n doest depict ize or the orientation of the purlin ng thetop and/orbottom chord. LOAD CASE(S) Standard FL Cent. 6634 July 19,201 t. Q WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED rOTEKREFERENCE PAGE Affi-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 � V 6904 Parke East Blvd. Safety Infonnalion available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern pine (SP} lumber is specified, the design values are those effective OSfOl j2d13 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 7O' Carlton Elev D T4938764 M11324 GRA SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:48 2013 Pag ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-ndBTN1 ncDlkBgpV6xOPTiOPngZN?Xx2Ewltiv4 -1-0.0 , 4-1-8 5-7-3 2-13 9-8-8 13-10-0 14-10-0 1 1-0 0 ' 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 Scale = 1:27.0 2.37 F12 5x6 = 5x6 = % 4.00 12 4x4 13 4 14 15 5 16 6 4x4 3 2 7 LLI 3 Io 12 17 11 10 18 9 3x5 = 2x3 11 2x3 II 2x3 11 2x3 II 3x5 = 4-1-8 5-7-3 8-2-13 9-8-8 13.10.0 ' 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 Plate Offsets X Y : 2:0-2-8 Ede 7:0-2-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.10 11 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(fL) -0.12 10-11 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.06 HOrz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight: 53 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2x4 SIP 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=684/0-8-0 (min. 0-1-8), 7=684/0-8-0 (min. 0-1-8) Max Horz2=53(LC 7) Max Uplift2= 615(LC 8), 7=-615(LC 8) Max Grav2=814(LC 19), 7=814(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1795/1223, 3-13=-1702/1206, 4-13= 1679/1188, 4-14=-1657/1171, 14-15— 1657/1171, 5-15=-1657/1171, 5-16=-1679/1187, 6-16=-1702/1202, 6-7= 1795/1224 BOT CHORD 2-12=-1104/1646, 12-17=-1104/1655, 11-17=-1104/1655, 10-11=-1098/1657, 10-1 8=-1 103/1655, 9-18=-1103/1655, 7-9= 1102/1646 NOTES 1) Unbalanced roof live loads have been considered for this design. I I I l I f 2) Wind: ASCE 7-10; Vu@=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp � C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 PS A q� plate grip • • . • • 3) Provide adequate drainage to prevent water ponding. Q� • �\ G E N S+� e-92�� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��. �'• 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit, »-� �� j'` l between the bottom chord and any other members. IN 3938 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 2 and 615 lb uplift at jo)at 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �rfr .; .d�.� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 102 lb up at 4-1-8 ,,-,o d ATE �L! 111 lb down and 136 lb up at 5-0-0, 132 lb down and 158 lb up at 5-7-3, 61 lb down and 129 lb up at 5-11-0, 61 lb down and 129 lb up1ht' •� �� 7-11-0, 132 lb down and 158 lb up at 8-2-13, and 111 lb down and 136 lb up at 8-10-0, and 79 lb down and 116 lb up at 9-8-8 on top .0�� ••. < P ,• chord, and 34 lb down at 4-1-8, 45 lb down at 5-0-0, 54 lb down at 5-7-3, 38 lb down at 5-11-0, 38 lb down at 7-11-0, 54 lb down at 0 R kp ��`� • • • • • • •' ��% �e 8-2-13, and 45 lb down at 8-10-0, and 34 lb down at 9-8-8 on bottom chord. The design/selection of such connection device(s) is the jJG responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 FL Cert. 6634 July 19,201 Continued on a e 2 0 FIARMNG - Verify design parameters and READ NOTES ON77171SAND INCLUDED rMEKREPERENCE PAGE MD-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on 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 Additional bracing MiTek' erector. permanent 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 � V 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if Southern Pine (SP} luanber is specified, the design values are [hose effective 05/01/2013 by A1SC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Carlton Elev D T4938765 M11324 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:51 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3lO(-BCsb?3gUWD6D(HEhc9yAKe1 GCmJfkClhc?61WOywU r1-0-0 5-0.0 10.3-14 15-6-0 21-6-0 26-2-0 28-1-0 35-0-0 36-0-0 '1-0-(f 5.0.0 5-3-14 5-2-2 6-0-0 4.8-0 1. 106-11-0 1-0.0 Scale = 1:63.1 4.00 12 4x4 = 4x4 % 3x6 = 2x3 II 2x3 II 4x4 % 3X4 = 9 3 18 19 4 20 21 5 622 23 24 725 26 27 8 �1 2 I 10 11I�I� 0 m 3x5 = 17 28 29 30 16 31 15 3233 34 8 74 3513 12 3x4 = 3x4 — 4x6 = 5x6 = 3x4 =3x6 = 3x4 = 5-0.0 15-6.0 21-6-0 2B-1-0 35-0-0 5-6-0 10-6 0 6-0-0 6-7-0 6-11-0 Plate Offsets X Y : 2:0-2-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.33 15-17 >544 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(fL) -0.61 15-17 >299 240 BCLL 0.0 " Rep Stress Incr NO WB 0.45 Horz(TL) 0.03 10 n/a • n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 144 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz2=83(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-592(LC 8), 15=-830(LC 8), 14= 565(LC 8), 10— 331(LC 8) Max Gmv All reactions 250 lb or less at joint(s) except 2=760(LC 19), 15=1213(LC 2), 14=797(LC 2),10=413(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1677/1084, 3-18=-1540/1050, 18-19=-1539/1050, 4-19=-1539/1050, 4-20=-313/525, 20-21=-313/525, 5-21=-313/525, 5-22=-313/525, 6-22— 313/525, 6-23=-313/525, 23-24=-313/525, 24-25— 313/525, 7-25— 313/525, 7-26=-313/525, 26-27=-313/525, 8-27=-313/525, 8-9= 580/297, 9-10— 616/273 ,1111111111!1 BOT CHORD 2-17= 937/1535, 17-28=-912/1201, 28-29= 912/1201, 29-30= 91211201, 16-30=-91211201, % A' 16-31= 912/1201, 31-32=-912/1201, 15-32= 912/1201, 15-33— 525/437, 33-34=-525/437, �� PS 34-35=-525/437, 14-35_ 525/437, 13-14=-114/546, 12-13= 114/546, 10-12=-153/528 `�� `;.• C•E•IV WEBS 3-17=0/299, 4-17= 59/611, 4-15=-1790/1402, 6-15=-496/476, 7-14=-433/409, A'�; ' �,� S�`••9/L 8-14=-890/586 06 3938 NOTES k :• ''J 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45ft; L=50ft; eave=6ft; Cat. 1 _ •vrr r - C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 SATE �• 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. T ` ••0 P °'• \� 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 �iO�� R • �' Ci between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint s • • • .. , 2, 830 lb uplift at joint 15, �'�i `S/O N M- � 111M 565 lb uplift at joint 14 and 331 lb uplift at joint 10. it i a lli 11 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 July 19,201 13 Continued on pace 2 ® WBRDMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M11-7473 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. MR, 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 Additional bracing the is the the designer. MiTek` erector. permanent of overall structure responsibility of building 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 BNd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. if Soot hem pine f5131 lumber is specified, the design values are those effective 06/01/2013 by ALSO Tampa, FL 33610-4115 Job M 11324 I G RB I SPECIAL Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:51 2013 Pa ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-BCsb?3gUWD6D(HEhc9yAKe1 GCmJfkClhc?6iWOyw NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 353 lb up at 5-0-0,101 lb down and 129 lb up at 7-0-12, 101 lb down and 129 lb up at 9-0-12, 101 lb down and 129 lb up at 11-0-12, 101 lb down and 129 lb up at 13-0-12, 101 lb down and 129 lb up at 15-0-12, 101 lb down and 129 lb up at 17-0-12, and 101 lb down and 129 lb up at 19-0-12, and 101 Ib down and 129 lb up at 21-1-4 on top chord, and 112 lb down at 5-0-0, 38 lb down at 7-0-12, 38 lb down at 9-0-12, 38 lb down at 11-0-12, 38 lb down at 13-0-12, 38 lb down at 15-0-12, 38 lb down at 17-0-12, and 38 lb down at 19-0-12, and 38 lb down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-8=-44, 8-9=-44, 9-11= 44, 2-10=-10 Concentrated Loads (lb) Vert: 3=-170(F) 5=-49(F) 17=-42(F) 18=-49(F) 19=49(17) 20=-49(F) 22= 49(F) 23=-49(F) 24=-49(F) 25=-49(F) 28=-13(F) 29= 13(F) 30= 13(F) 31=-13(F) 32=-13(F) 33=-13(F) 34= 13(F) 35=-13(F) ® WARMNG - Verify design parawsams and READ N07Y;S ON THIS AND INCLODED b UTEKREPERENCB PAGE MII-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 corn ponent. 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 j� iTek° 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 ANSIifPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihrte, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. !f Southem Pure fSPI lumber is specified, the design values are those effective 0G/01/2019 by ALSC Tampa, FL 33610-4115 • Job Truss Truss Type Qty Ply 70' Carlton Eley D T4938766 M11324 GRC HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:53 2013 Page ID:_kfiGCA6bx7j2Syl HDXFw7ye3lO(-7b_MQlrk2gMTnaN3ka?eP36TOa?jC16z4JboaHywU rt-0-q 7-0-0 13-8-0 20-9-10 28-0-0 35-0-0 36-0-0 1-0-0 7-0-0 6-8-0 7-1-10 7-2-6 7-0-0 1-0-0' Scale = 1:61.0 4 00 F12 5x8 = 3x6 11 5x6 W13 5x8 = 5xio 3 16 17 18 194 20 5 21 22 6 JAI 23 24 25 26 7 N 1 2 8 g vi I60 0 3x4 = 15 P7 28 14 29 13 30 31 32 33 12 34 11 35 36 10 3x6 2x3 11 3x6 = 6x10 = 3x4 = 4x6 = 2x3 11 7-0-0 13-8-0 20-9-10 28-0-0 35-0-0 7-40 6-8.0 7-1-10 7-2-6 7-0-0 Plate Offsets X 3:0-5-12 0-2-12 5:0-3-0 Ed a 6:0-3-8 0-2-8 7:0-5-0 0-2-0 8:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.26 10-12 >965 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(rL) -0.38 10-12 >669 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.10 8 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 155 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 "Except' WEBS 1 Row at midpt 3-13, 6-13 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=445/0-8-0 (min. 0-1-8), 13=2650/0-8-0 (min. 0-3-11), 8=103710-8-0 (min. 0-1-8) Max Horz2=84(LC 7) Max Uplift2=-430(LC 8), 13=-2294(LC 8), 8=-942(LC 8) Max Grav2=539(LC 19), 13=3139(LC 2), 8=1234(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-869/566, 3-16=-1085/1586, 16-17=-1085/1587, 17-18=-1085/1587, 18-19=-1085/1587, 4-19= 1085/1587, 4-20=-1085/1587, 5-20=-1085/1587, 5-21=-1085/1587, 21-22=-1085/1587, 6-22=-1085/1587, 6-23=-2144/1634, 23-24= 2144/1634, 24-25=-2144/1634, 25-26=-2144/1634, 7-26=-2144/1634, 7-8= 2967/2109 BOT CHORD 2-15=-458/764, 15-27=-4677793, 27-28=-467/793, 14-28= 467/793, 14-29=-467/793, 13-29— 4677793, 13-30=-1473/2144, 30-31= 1473/2144, 31-32=-1473/2144, 32-33=-1473/2144, 12-33=-1473/2144, 12-34=-1898/2774, 11-34=-1898/2774, A. 11 -35=- 1898/2774, 35-36=-1898/2774, 10-36=-1898/2774, 8-1 0=- 1887/2743 ♦ ♦♦♦,,t PS ....•N WEBS 3-15=-171/559, 3-13=-2501/1791, 4-13=893/863, 6-13=-3917/2865, 6-12— 25/611, 7-12=-670/448, 7-10=-181/595 ,��, Q` ;• • StC`��•9/j� io e��`Z`,••�,\ NOTES ,ram: ,.i�O 8 •- f 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=61t; Cat. IEExp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Provide adequate drainage to prevent water ponding. ` 5 E 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s ,>u- ,qT 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'' P� •. • �/411 Q, between the bottom chord and any other members. 00• . R \ �' •�G 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2, 2294 lb uplift at joint 13 '0 � css ....... ee and 942 lb uplift at joint 8. ,��/0�0 N � A % g d pit hbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) "Semi -rigid 11 FL Cert. 6634 July 19,201 Continued on page 2 WARMNG - Verify design parameters and READ NOTES ON THIS AIM INCLUDED MTTEKREFERENCE PAGE b91I-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. SIM Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. it Southern Pine (SP) lumber is specified, the design values are those effective (16/01/2013 by ALSO Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938766 M11324 GRC HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:53 2013 Page ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-7b_MQlrk2gMTnaN3ka?eP36T0a?IC16z4JboaHywU NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 352 lb up at 7-0-0, 118 lb down and 189 lb up at 9-0-12, 118 Ib down and 189 Ib up at 11-0-12, 118 lb down and 189 lb up at 13-0-12, 118 lb down and 189 lb up at 15-0-12, 118 lb down and 189 lb up at 17-0-12, 118 lb down and 189 lb up at 17-11-4, 118 lb down and 189 lb up at 19-11-4, 118 lb down and 189 lb up at 21-11-4, 118 lb down and 189 lb up at 23-11-4, and 118 lb down and 189 lb up at 25-11-4, and 231 lb down and 352 lb up at 28-0-0 on top chord, and 388 lb down and 240 lb up at 7-0-0, 68 lb down at 9-0-12, 68 lb down at 11-0-12, 68 lb down at 13-0-12, 68 lb down at 15-0-12, 68 lb down at 17-0-12, 68 lb down at 17-11-4, 68 lb down at 19-11-4, 68 lb down at 21-11-4, 68 Ib down at 23-11-4, and 68 lb down at 25-11-4, and 388 Ib down and 240 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-7=-44, 7-9=-44, 2-8=-10 Concentrated Loads (lb) Vert:3=-156(B) 5=-96(B) 7=-156(B)15=-333(B) 10=-333(B) 16= 96(B)17=-96(B) 19=-96(B) 20=-96(B) 21=-96(B) 22=-96(B) 23=-96(B) 25= 96(B) 26=-96(B) 27=-23(B) 28=-23(B) 29= 23(B) 30= 23(B) 31=-23(B) 32— 23(B) 33=-23(B) 34=-23(B) 35= 23(B) 36=-23(B) © WARMNG - Verify design parameters and READ NOTES ONTMIS AND INCLUDED IM KREPERENCE PAGE M-7473 BEFORE USE. Design valid for use only with Wek 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 responsibillily of the lilt!Tek" 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. if Southern Pine f5P} lumber is specified, the design values are these effective 06/01/2013 by ALSC Tampa, FL 33610-4115 • Job Truss Truss Type Oty Ply 70' Carlton Elev D T4938767 M11324 J1 MONO TRUSS 6 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s'Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:54 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-bnYkd5sNp8UKOkyGHHWtyHerU_UAxfU71zKM7jywU , -1-0-0 1-0.0 1-0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to Scale = 1:6.2 supporting carrier truss (typ all applicable jacks on this job) 3 4.00 F12 2 N 1 O 4 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(rL) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=-7/Mechanical Max Horz2=47(LC 8) Max Upli t2=-153(LC 8), 3= 8(LC 2) Max Gmv2=120(LC 2), 4=14(LC 3), 3=26(LC 8) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=611; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 2 and 8 lb uplift at joint 3. S A `w0A�, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • • • • qZ J*��' `,O�O�P. LOAD CASE(S) Standard •�\G E �S�`••,9if :��.�`; 3938 MCC Z '..-ATE )i, 4 / /O N A� e FL Cert. 6634 July 19,201 0 WARNING - Verify do ign parameters and READ NOTES ON THIS AND INCLUDED IffTEK REFERENCE PAGE M►I-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIirPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformationTruss Plate available from TrPlate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. ifsauthem Pine (SP) lumber is specified, the design values are those effective 06/01/2013 by ALSO Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938768 M11324 J3 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:55 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-4z66rRt?aRcBOuXSr_16VUB?ENp2g6kGXd4vfAywtl -1-0-0 3-0-0 1.0.0 3-0-0 Scale = 1:9.6 3 4.00 12 2 0 ' 1 4 3x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 11 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=43/Mechanical, 2=144/0-8-0 (min. 0-1-8), 4=13/Mechanical Max Horz2=84(LC 8) Max Uplift3=-47(LC 8), 2=-178(LC 8) Max Gmv3=61(LC 13), 2=174(LC 2), 4=39(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �J1111/1/// �� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 3 and 178 lb uplift at joint 2. A, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �� `, �C' E N S •• F��• �i i w � •'��. �• N 39380ITS * : f e :Y STATE /0 N AL E�� ////11111��10 FL Cert. 6634 July 19,201 0 WdRMNG - Verify design prrrmnetem and READ NOTES ON THIS AND INCLUDED h1I7EKREFERENCE PAGE l67II-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 - nottrLm 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if Souther Pine (SP) lumber is specified, the design values are those effective (16/01/2073 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 7O' Carlton Eley D T4938769 M11324 J5 MONO TRUSS 15 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:55 2013 Page ID:_kfiGCA6bx7j2Syl HDXFw7ye3IO(-4z66rRt7aRcB0uXSr_16VUBwYNIMg6kGXd4vfAyWU 1-0 0 5-0-0 t-ao S-0-0 Scale = 1:12.9 3 4.00 F12 N 2 t 4 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(fL) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=93/Mechanical, 2=192/0-8-0 (min. 0-1-8), 4=23/Mechanical Max Horz2=122(LC 8) Max Uplift3= 114(LC 8), 2= 202(LC 8) Max Grav3=127(LC 13), 2=230(LC 2), 4=69(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 6=4511; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFIRS (directional); Lumber DOL=1.60 plate grip D0L--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. % J 1111 f 1111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 202 lb uplift at joint ,�tl1Ps A I��, 2. e�� 6) "Semi including heels" Member fixity in �9 -rigid pitchbreaks end model was used the analysis and design of this truss. `®� � , •� Ci E N S • �� •� F••'? LOAD CASE(S) Standard ` 38 i4 0-3 r MCI: Z AT E ` P • ��` 'O lee 0 R �. N A_ FL Cert. 6634 July 19,201 Q WARNING- Verify design parameters and READ NOTES 0111THIS AND INCLUDED lUIEKREFERENCE PAGE IS97I-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. WK 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 resporsibillity 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 ANSIRPII 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 line (SP) lumber is specified, the design values are these effective 06/01/2013 by ALSC Tampa, FL 33610-4115 . Job Truss Truss Type Qty Ply 70' Carlton Elev D T493B 70 M11324 J7 MONO TRUSS 12 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:56 2013 Page ID: _kfiGCA6bx7j2Sy1HDXFw7ye3KX-YggU2nudLlk2e26ePiYL1ik69n_RPZ_QmHpSBcywU ; 1-0.0 7-0-0 1-0-0 7-0-0 Scale: 3W=V 3 4.00 F12 2 1 4 3x4 = 7-0-0 r 700 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.12 2-4 >639 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.22 2-4 >365 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 23lb IFT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP 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=140/Mechanical, 2=243/0-8-0 (min. 0-1-8), 4=33/Mechanical Max Horz2=160(LC 8) Max Uplift3=- 1 74(LC 8), 2=-234(LC 8) Max Grav3=189(LC 13), 2=291(LC 2), 4=99(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121t; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 7 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 234 lb uplift at joint A _ p O 2. %�S • • 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �%� Q\V, •' e \G E NSF•. LOAD CASE(S) Standard ��'��•.. O'"" 3 $-0 •�, i�AT E •� � /0 1, N A� �E�O` thiff t� FL Cert. 6634 July 19,201 WARN(NG - Verify design. parameters and READ NOTES ONTHIS AND INCLUDED NBTEKREFERENCE PAGE MII-T473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an indlvidual building component. �e Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responslbillity of the 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 ANSIfTPll 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. Ifs f sauthem Pine (SP} lumber is specified, the design values are those effective 06/01/2013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 7O' Carlton Elev D T4938771 M11324 JA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:57 2013 Pag ID:_kfiGCA6bx7jj2Syl HDXFw7ye3KX-OMEsG6uF63svFChrzP3aavGKkBVD80DZ?xZOk2ywU -1-0-0 2-4-3 1-0-0 2-4-3 Scale = 1:8.5 3 4.00 F12 2 1 4 3x4 = 2-4-3 2-4-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(rL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 9 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 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=24/Mechanical, 2=132/0-8-0 (min. 0-1-8), 4=10/Mechanical Max Horz2=72(LC 8) Max Uplift3� 28(LC 5), 2=-175(LC 8) Max Grav3=36(LC 13), 2=159(LC 2), 4=30(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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. J%% J 1111111111, 5) Provide connection (by others) of truss to 28 lb at joint 3 d 175 lb uplift at joint 2. twas used fthe A aks including heels" Member end fixity odelaring inable antanding alysis and design of this truss.ift 6) "Semi -rigid pitchb el`®�0w�A PS ` i� ,% 0 LOAD CASE(S) Standard ��`, '�\C' '•9�s 0 39380 -- - L TAT E (�F •' e. s,o N A` �%G FL Cert. 6634 July 19,201 WARNING - Verifg design parameters and READ NOTES ONTEIS AAA INCLUDED B97EKR -FERENCE PAGE 1rIU-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 responsiblily 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 Additional bracing the Is the the building designer. For MiTek' erector. permanent of overall structure responsibility of 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. if Southern Pane (SP} lumber 1s specified, the design values are those effective OS/01/2013 byALSC Tampa, FL 336t 0-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938772 M11324 JB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:57 2013 Pag ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-OMEsG6uF63svFChrzP3aavGDPBPb8ODZ?xZOk2ywUo -1-2-5 5-5-11 1-2-5 5-5-11 Scale = 1:12.9 3 3.35 12 2 1 4 3x4 = 5-5-11 5-5-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Hell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.04 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(rL) -0.08 2-4 >800 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL. 5.0 Code FBC2010lfP12007 (Matrix) Weight: 19 Ito FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-5-11 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=102/Mechanical, 2=215/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Harz 2=115(LC 8) Max Uplift3=-119(LC 8), 2= 234(LC 8) Max Grav3=127(LC 13), 2=258(LC 2), 4=77(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOLr1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. t%J 1 111 f 11111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 234 lb uplift at joint S A ®,off 2. � �� 44 "Semi e 6) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� Q G E N �� • � SF'.9,Lr 44% LOAD CASE(S) Standard O 8 - AT41 .��,� •.,,off O R 1 F i % SSIO FL Cert. 6634 July 19,201 ® WARMNG - VerIN design parameters and READ NOTES ONTBIS AND INCLUDED AMEKREFERENCE PAGE bill-7473 BEFORE USB. 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. lflAthern pine ISP) lumber is specified, the design values are those effective 06/01/2013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Carlton Elev D T4938773 M11324 JC MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:58 2013 Pag ID:_kfiGCA6bx7j2SytHDXFw7ye3lO(-UYnFTSvttM_mtLGlW7ap67pWUbr3tTTjDbIZGUywU ` -1-0-0 1-1-4 1-0-0 1-1-4 Scale= 1:6.3 3 4.00 F12 2 1 4 3x4 = 1-1-4 1-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD 2x4 SIP 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) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=-2/Mechanical Max Horz2=49(LC 8) Max Uplift2— 149(LC 8), 3= 6(LC 5) Max Grav2=120(LC 2), 4=15(LC 3), 3=18(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber D0L--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. ,®1 p 111111 '��0 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 2 and 6 lb uplift at joint 3, A. S A i��weA,p 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , LOAD CASE(S) Standard ��`Z'.'•�G E N S_F.•y_ 39380 •••-,X A u►i 11" FL Cert. 6634 July 19,201 ® WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERENCE PAGE PHI-7473 BEFORE USE. Design valid for use only with MiTek connectors. Ws design is based only upon parameters shown, and is for an individual building component. �ry Applicability of design parameters and proper incorporation of component is responsibility of building designer -not inns designer. &acing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction isthe responsibillity of the Additional MiTek' erector. permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabr cation, 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. if5autherrr pine. (SP) lumber is specified, the design values are those effective 06/01/2013 by ALSO Tampa, FL 33610.4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938774 M11324 KJ5 MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:15:59 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye31O(-ykLdgowVeg6dWrD4g62fKMdH?8ecwisSF27oxywU -1-5-0 7-0-2 1-5-0 7-0-2 Scale: 3/4'=1' 3 2.83 12 5 2 1 4 3x4 = 7.0-2 702 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.09 2-4 >840 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.16 2-4 >495 240 BCLL 0.0 ` Rep Stress Incr NO WE 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight: 23 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD 2x4 SP M 30 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=164/Mechanical, 2=187/0-11-5 (min. 0-1-8), 4=40/Mechanical Max Horz2=110(LC 8) Max Uplift3=-190(LC 8), 2=-211(LC 8) Max Gmv3=211(LC 13), 2=225(LC 2), 4=106(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=loft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 3 and 211 lb uplift at joint ��®►►®►► A 2. PS • • • A�e o��i 6) Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦e,Q `' 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • �� c E N s�.• y,L'-s ♦♦♦[�.� LOAD CASE(S) Standard `0 39 3$ 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44 r� Trapezoidal Loads (plf) " `" " Vert: 5=0(F=22, B=22)-to-3= 77(F=-16, B=-16), 2� l(F=S, B=5)-to-4— 18(F=-4, B=-4) + -� ATE AN .,�sS/Q�.%% "1111111► FL Cert. 6634 July 19,201 ® WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MFffX REFERENCE PAGE b7fl-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. �a 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 Additional bracing the MiTek` erector. permanent of 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 Tnus Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. if 5outhem Pine (SPI luanher is specified, the design values are those effective 06/O1/2013 by ALSO Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938775 M11324 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:16:00 2013 Page ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Qxv?u8x70_EU6fQQeYdHCYuglOUWLKv?hvngKNywU 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 Scale = 1:20.8 4 2.83 Ft2 3x4 3 8 2 1 7 6 3x4 = 2x3 11 5 3x4 = 6-8.12 9-10-1 6-8-12 3-1-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2010ffP12007 (Matrix) Weight: 38 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=104/Mechanical, 2=294/0-11-5 (min. 0-1-8), 5=310/Mechanical Max Horz2=191(LC 8) Max Uplift4=-130(LC 8), 2=-280(LC 8), 5=-232(LC 8) Max Grav4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/330 BOT CHORD 2-7=454/699, 6-7= 454/699 WEBS 3-6=-806/524 NOTES 1) Wind: ASCE 7-10; Vu@=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�►111 1 ! 1�� 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 �►, �s� A. between the bottom chord and any other members. ��%(� PS ........ 1 4) Refer to girder(s) for truss to truss connections. Q • • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 280 lb uplift at joint 2 ' �,� S�` �.,9/f� ✓s and 232 lb uplift at joint 5. 6) "Semi including heels" Member fixity in design "6 O 3938 -rigid pitchbreaks end model was used the analysis and of this truss. 0 7) 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 (p[l) �`' ATE Z Vert:1-8=-44 Trapezoidal Loads (plf) �i •. \ Vert: 8=0(F=22, B=22)-to-4=-108(F=-32, B=-32), 2=-1(F=5, B=5)-to-6=-25(17=-7, B=-7) R �.'� �� .. , • '•,��SS�� 4,0 N itj� FL Cert. 6634 July 19,201 © WARMNG - Verify design parameters and READ NOTES ONTEIS AND INCLUDED mTrEKREPERENCE 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 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 ANSlfTPII 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 Sauthem Pine (SP} lumher'is specified, the design values are those effective 06/01/2013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Carlton Elev D T493B 76 M11324 KJA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:16:00 2013 Page ID:_kfiGCA6bx7j2Syl HDXFw7ye3lO(-Qxv?u8x70_EU6fQQeYdHCYugQOV8LNz?hvngKNywU -1-2-9 6-0-4 1-2-9 6-0-4 Scale = 1:13.7 3 3.30 12 2 5 1 4 3x4 = 6-0-4 6-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.05 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(rL) -0.08 2-4 >854 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010ffP12007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-4 oc purlins. BOT CHORD 2x4 SP M 30 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=119/Mechanical, 2=148/0-9-11 (min. 0-1-8), 4=29/Mechanical Max Horz2=97(LC 8) Max Uplift3=-139(LC 8), 2=-169(LC 8) Max Grav3=155(LC 13), 2=178(LC 2), 4=85(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber D0L--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. 111 I I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 3 and 169 lb uplift at joint �,`'►PCJ A 2. �i �� 1 6) "Semi including heels" Member fixity in -rigid pitchbreaks end model was used the analysis and design of this truss. �� 0 G ENS ., 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ' /J+ ��`; �,� _.�9 �--1 LOAD CASE(S) Standard O 3 938 0 — — 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 j1 Uniform Loads (plf) Vert: 1-5=-44 Trapezoidal Loads (plf) ,f .0' ATE Vert: 5=0(F=22, B=22)40-3=-66(17 11, B=-11), 2=-1(F=5, 6=5)-to-4=-15(F=-3, B=-3) 00 o N A`�. I, ►, I l n► FL Cert. 6634 July 19,201 © WARNING - Verify desigrr parmna. and READ NOTES ON7HIS AND INCLUDED MITEKREPERENCE PAGE NOI-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. �" Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Additional bracing the is the the building For MiTek' erector. permanent of overall structure responsibility of designer. 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. if Southem Pine {SP) lumber is specified, the design values are thane effective 06/01/2013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938777 M11324 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:16:01 2013 Page ID:_MiGCA6bx7j2Sy1 HDXFw7ye3KX-u7TN5Uym9HMLkp?cCF8WkIR12osP4pD9vZXDtpywU 1-2-9 4-11-9 1-2-9 4-11-9 Scale = 1:11.8 3 3.30 12 2 5 1 4 3x4 = 4-11-9 4-11-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(fL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 SP M 30 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=75/Mechanical, 2=123/0-9-11 (min. 0-1-8), 4=20/Mechanical Max Horz2=73(LC 8) Max Upl1ft3=-83(LC 8), 2=-156(LC 8) Max Grav3=95(LC 13), 2=148(LC 2), 4=65(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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. �o061 111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 156 lb uplift at joint 2. S A.�I�� `� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � \v`P• q� ego e 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ♦ Q o � .Z,� ••• G E N,3 �`� �\ —•' :?moo LOAD CASE(S) Standard ,--- •:-- i) Regular: Lumber Increase=1.25, Plate Increase=1.25 a 30 39380 Uniform Loads (=- 44 Trapezoidal Loads (plf) Vert: 5=0(F=22, 13=22)-to-3— 55(F= 5, B=-5), 2= 1(F=5, B=5)-to-4=-12(F=-1, B= 1) A,T � •�". C lJ t'`• 'oO �•. E�G s1111i11110, FL Cert. 6634 July 19,201 Q WARMNG - Verl& design parameters and READ NOTES ON THIS AND INCLUDED Aff7RKRE11FERENCE PAGE P f1-7473 BEFORE USE. Design valid for use only with MiTek connectors, fiis 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 Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP) lumber is specified, the design values are those effecfive 09/01/2013 by ALSO Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4938778 M11324 MV2 VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.356 s Sep 26 2012 MiTek Industries, Inc. Fri Jul 19 14:16:02 2013 Pag ID:_kfiGCA6bx7j2Syl HDXFw7ye310x-MJl lJgyOwbUCMz2otyfiHz_D?CDzpGT18DGnPGywU 2-0-0 2-0-0 4.00 12 Scale = 1:6.1 2 1 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 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 1=3012-0-0 (min. 0-1-8), 2=24/2-0-0 (min. 0-1-8), 3=6/2-0-0 (min. 0-1-8) Max Harz 1=21(LC 8) Max Upliftl=-20(LC 8), 2= 30(LC 8) Max Grav 1=36(LC 13), 2=32(LC 13), 3=17(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; Lt50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); LumberDOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of A. cJ A `,�� bearing surface. �S P qZ I� • e �i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 2.Q� •' 7) "Semi -rigid including heels" Member end fixity model was used in the analysis and design of this truss. ��`; '�\C' E NJ �: pitchbreaks ` LOAD CASE(S) Standard �a O 39380 �-• ATE O N A` 0 �1,1111�� FL Cert. 6634 July 19,201 Q WARNING- Verify design parcuneters and READ N07ES ON THIS AND INCLUDED MITEKREFERENCE PAGE PHI -7473 BEFORE USE. � Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. ra 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 IV! I elk' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII (duality 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 (SP) lumber is specified, the design va lues are thase effective 416/01/2013 by ALSO Tampa, FL 33610.4116 Job Truss Truss Type Oty Ply 7U Carlton Elev D T493B 79 M11324 MV4 VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.350 s Sep 26 2012 MTek Industries, Inc. Fri Jul 19 14:16:02 2013 Page' ID:_kfiGCA6bx7l2Sy1HDXFw7ye3KX-MJ11JgyOwbUCMzZolyfIHzACCEpGT18DGnPGywU F 4-0-0 4-0-0 Scale = 1:9.5 2 2x3 I I 4.00 12 1 3 3x4 % 2x3 II f LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(rL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight: 12 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SIP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SIP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=80/4-0-0 (min. 0-1-8), 3=80/4-0-0 (min. 0-1-8) Max Harz 1=56(LC 8) Max Upliftl=-54(LC 8), 3=-72(LC 8) Max Grav 1=97(LC 13), 3=102(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B—_I5ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber D01--1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit , J1911 f 111111 between the bottom chord and any other members. S A �I,�, ♦♦♦♦ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72 lb uplift at joint 3. ♦ _{� P • ` •E e fee 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �♦, Q\�` • LOAD CASE(S) Standard ^ 3 �� ff11 ��]] pp •� :� 9 V OQ 3 8 3938 * ^"` VC r � SATE ` FL Cert. 6634 July 19,201 © WARMAIG - Verify design parameters and READ NOTES ON TBIS AND INCLUDED IMEKREFERENCE PAGE M1 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 Mel(' el( 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 1 V 6904 Parke East Blvd. Saley Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Sauthem Pine (SP) lumber is specified, the design v2lues are those effective 06/01/2023 by ALSO Tampa, FL 33610-4115 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4� 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. O-r716rr For 4 x 2 orientation, locate plates 0-11,9' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS W JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTekO All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 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 atjoint 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. OF SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL I IUVUUKArHIU COMPLETED ON: 10-15-13 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 6540 DULCE REAL AVENUE, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE W- LOCATED UNLESS OTHERWISE SHOWN. u_j 3. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. W 12111 CO065 J , EFFECTIVE DATE 2-16-12. ABBREVIATIONS: r- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 .. SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = V 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE a CENTERLINE OF DULCE REAL AVENUE HAVING AN ASSUMED SF = SQUARE FOOT 15 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE 14 OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. -, SCALE: 1 "=30' DATE: 10-15-13 DRAWN: CJM JOB NO.: 13-1684 DATE: PERMIT #:i3®7 - oc3c�2 Uz mQW EXISTING Q NWN W N D 00 Z 36.16 62.00' 0 Q Q 0 o� Ui AVERAGE TOP o 5.33' OF FORMS Q I N ELEYATION=26.88 W a 2.27 ABOVE EDGE 2' OF PAVEMENT a -011. In.- o LtJ N 27.96 57.92' J Q w N EXISTING 3.9f 23.12 Y Z am 0 3 0 o I o N a �.95' St. u to Co. F pate It r ve 6540 DULCE REAL AVENUE LAST FIELD DATE: 10-15-13 ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0: WYNNE BUILDING CORPORATION Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 _ LB#7280 Fax: (772) 340-2250 FB/PG:I- K:\BUILDERS\DWG2013\DWG\13-1684.dwg, 10/15/2013 3:12:37 PM ALEXAN J. PIAZZ Professional Surveyor & Mapper Florida Certificate No.: 6330