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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONL P 0a0a SECTION TOWNSHIP RANGE MAP NO. ZONING \ V � LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 sr FLR 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 \ AREA FEE FEE j (RADON) LIBRARY. PUBLIC BLD IC BLD PARKS IMPACT IMPACT FEE j- ACT IMPACT FEE CORRECTION ;EENERAL FEE SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IIVIPA IMPACT FEE FFE FEE FIRE/EMS �� DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE v SPECIFY MECHANIC / ROOF `' NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING �� FEES i DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO9EV W REVIEW REVIEW REVIEW REVIEW REVIEW DATE -. ..!a. M - - GSh A; .trait •1. '� . ... DATE FILED: 3 PLAN REVIEW FE :O-iPTNO.: °�PERMIT M-R ft 60(o " Mr- O CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.i ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue �ORIOQ' Ft Pierce, FL 34982-5652 772-462-1553 Sc St `u APPLICATION for BUILDING PERMIT �/� coU,�ty CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Spanish Lakes 2. PROJECT NAME: RA i rural - SITE PLAN NAME: 3. PROPERTY TAX ID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets- if necessary): 6/ 7 34 39 a l l that part lying northeasterly of I-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. 10. 11. 12. 13. 14. 16. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: SETBACKS (ACTUAL) FRONT; BACK: \Vc;'— RIGHT SIDE: \) • LEFT SIDE: -T-V TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: Same SQ. FT OF CONSTRUCTION: A�� 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION:' $ 51 . 000 00 The value of construction is used to determine the amount of permit fees to be assessed. SC 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 CERTIFICATION: ' w � OWNER INFORMATION NAME: %lill,rime ADDRESS: 8000 S. US1, Suite CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): G 7 2) ..8 7 8— 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): L—) CONTRACTOR INFORMATION ST. of FL REG. CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Develo ment Corporation QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 - S. US1, Suite 402 CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE(DAYTHvI Q72) 878-5513 _FAXNO. 77-2-878-7656 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL PHONE (DAYTIlVIE): t' 7 7 a7 a 9 R 7— 8 2 r, R B ONDING COMPANY: ADDRESS: - CITY: STATE: ZIP. MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE:.'V9-hell -a.pernut is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT• I certify that all the foregoing information is accurate at all work will be done in compliance with all applicable laws regulating construction o 51 • . � • . , GOB � __—� tr i<SI' ., ATi,E C** r�� STATE OF FLORIDA 'COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this tea_ day of %n /g'�J 20 13 by Matthew T.Y1 A WIrnne who is personally known has produced identification. n. Signature of No[#y ,A"'pW� -bo�01HYANN BASKIN °'� ; ' • y PuttNo - State of Florida Commission No. _. - : , (S=Xapkes Oct 2, 2016 I W1o�; ;.omngs" # FF 015225 Jed TlMoopflNatlonatNotan,bRq, STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this _day of /2219'V , 2013 . by Matthew 17.3Z1 a W3Znnrm who is personally known � or has produced Signature of N Commission No. as identification. oQ /I . OOROtttll Am &� — Notri Pak - ISM d IFt�lr rI NOet$MIS GtNI111111 N 4 0 h1M T NOTE: TWO (2) SIGNATURES ARE Rr+'Q1l7LRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 04/22/2014 07:52 7728787656 WYNNE BUILDING CORP PAGE 01/01 Professional Insulators of South- Florida FTC Insulation Installation Certificate To: St. Lucie County Date: �Cprll 10, 2014 Re: i otBloel : sadr.,c- 14913 Tucan Project' FIELD DENSITY TEST REPORT U 0 DUNKELBERGER enoineerina & testina. ine. Report Number: HB091011B.0005 Alrerrecan c4MPANY Service Date: 01/02/14 607 NW Commodity Cove Report Date: 01/08/14 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 Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) 1 111309101113.0001 Gray fine SAND with shell and ASTM D1557 13.0 112.0 N/A Min 95.0 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) (pef) (%) (pet) (%) 14913 Tucan Street 1 Front of Building Pad 0-12 1 12 120.7 10.5 9.5 110.2 98.4 2 Center of Building Pad 0-12 1 12 120.6 10.8 9.8 109.8 98.0 3 Rear of Building Pad 0-12 1 12 121.3 12.1 11.1 109.2 97.5 Datum: Inches below top of final grade Serial No: 36817 Std. Cnt. M:684 Std. Cnt. D: 2047 Comments: Test and/or retest results on this report meet project requirements as noted above. �e,�,u,�� l3Od, -- 6o4,0 Services: Perform in -place density tests to determine degree of compaction and material moisture Dunkelberger Rep.: Brian Gagne Reported To: B. Bailey y Contractor: Report Distribution: (1) Wynne Building Corporation, Matthew Wynnc (2) Wynne Building Corporation, B. Bailey Reviewed By: RECEIVED JAN 08 2014 Test Methods: ASTM D6938 ®®adoneeenup�� OUNK ENs�°F.Q °A® e ��i�tl�iBn11� `SRO IN PA o® ®A�0#YPIED 11 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. CRoo07, I1-16-12, Rev.7 Page 1 of I M-n NN E Spanish Lakes Communities Division Port Saint Lucie November 18, 2013 BUILDING CORPORJ -,,. ON 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14913 Tucan Permit # 1306-0060 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 23 Camino Del Rio in our Riverfront park. If you have any questions I can be reached at (772) 878-5513. I Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 JOSEPH E. SMITH, CLERK THE CIRCUIT COUR7'� — SAINT LUCIE COUNTY, FILE # 3841006 OR BOOK; `,24 PAGE 2017, R6corded 06/04/2013 V0:45 AM AFrnn RErORO1NG•RETURN TO tl I PERMIT NUMBER: 'l7ux Sp- urvat•ned tar recur0i,tg inl'a JI NOTICE OF COMt IENCEMENT The undersigned hereby given notice that improvement will be made tc certain teal property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of a mmencement. 1. DESCRIPTION OF PFOPERTY (Legal description and street adds :ss SUBDMSIOtl"i�wdysBLOCK TRACT_ _ 2. GENERAL DESCRIPTION OF IMPROVEMENT:. s 1 ng t. 3. OWNER INFORMATION:— a. Name Wyrn n+ „ ni 1 b.Address 8000 S US1, Suite 402, PSL d. Name and address of fee simple titleholder (if other than owner)— 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 8000 S. US1, Suite 402, PSL. FL 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND B 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom Section 713.13 (1)(a) 7., Florida Stahites: NAME, A DDRESS AND PHONE NUh1BER: Tom Lee Sp B. In addition to himself or herself, Owner designates the following to ri 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 specified) • 20_ Signature of Owr�r' Owner's Authorized Oticer/Director/Partner/Manager State of Florida County of St. t t i r_ i e The foregoing instrument was acknowledged before me this By Matthew Lyle Wynne ,as (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) 1�_ o�Ly ftitfw �Flsl4 � (Printed Name of Notary Public) (Signature of No Under penalties of perjury, I declare that I have read the foregoing belief (section 92.525, Florida Statutes). Signature(s) of O nrr(s)' Authorized By: R.I. =3=007(Ruo,d1n0 ) TAX FOLIO N UMBER:-•1 3 0 6 —1 1.1 — O O 01 —n 0 0 Is) LOT BLDG UNIT all that part lying northeast of 95 family residence c. interest in property AMOUNT: otices or other documents may be served as provided by nish Lakes Blvd. Ft. Pierce, FL. 201— eive a copy of the Lienor's Notice as provided in Section 0590 from the date of recording unless a different date is . tthew Lyle Wynne Vice —President t Name and Provide Signatory's Title/Oftice of m /4 y , 20_ 3 ' of authority... e.g. Owner, officer, trustee, attorney in fact) illy Known ✓or produced the following type of TD: OWTW AKit OASKN My C P. ES . Stab a Rana, � calwN. Ena.. oa t, tote •ttr, rAmridgew 0 R 015226 iblic) t in.�q IC0lid That* N40" Notary tlssn. that thefacls in it are true to the best of my knowledge and rtner/Manager who signed above: STATE OF FLORIDA S'[ LUCIE COUNTY T1111S IS TO CERTIFY T14AT THIS le A TIaIUE AN_ D�IRR'ECT COPY OF T OI1 IGIN Dajle: SyITH,JiL-ERK 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 rnNgTR"MON SOIL TREATMENT PERMIT #: � 'ifo - ob JOB BUILDER/CONTRACTOR: PEST CONTROL CONTRA( PEST CONTROL LICENSE ADDRESS: .&& 3 T�,cc v� e) 10 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. g/f Square feet if area treated:��d 00 0 XIC' Chemicals used: S211p,D A. / Percentage of solution: Total gallons used: i 3 Date of Treatment: Footing 1st Treatment Re -Treat Driveway _20 151 Treatment R%rat 3 th r o. �® KimTreatment T Re-Treat Time of Treatment: T L�. Slab 0 Treatment Re -Treat Pools 1-9t Treatment Re -Treat Perimeter for Final Inspection e�a Sign ure Exterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the, inspector at time of each inspection or the scheduled inspection will fall and a -re -inspection fee charged. F5C104.2.6 Certificate of Protective Treatment for prevention oftermites A weather resista OObsite posting board shall be provided to rereive 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 bul/ding permit files The .Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site locatton, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective &eabment. If the soil chemical barrier method for termite prevention is used, final exterior bpatmhent shall be completed prior to,final buiiding 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. RECEIVED APR- 2 5 2014 ZZCC-MC-X 55997393 Plant: Begin Loading: To Job: -Arrlve Job: Start Unload: Finish Unloadi Leave Job: Return Plant: 0921/ i orl, Customer Code: Customer Name: Customer Job Number: Order Code / Date: -"(7 RODNEV If )PU-1 S C'MF3T 7 8 4 03 Profec,Code: Project Name: Project P.O. Number: Order P.O: Number Ticket Date: Delivery Address: Map Page: Map/Row/Column: �413'1.3 Tn1,JC(-'iN :velivery Instructions: Dispatcher: 'SPR1`11V-1 1�� 0-3 F, rl I W41 AY,"E', N r Ti , ket Number: 0 65 31: 2111 Due On Job: Slump: Truck Number: Driver Number: End Use: Driver Name: - - -INC DRIVEIWl 1.5 5. oo r 30- D[ 4'TORRF_ LJ�IDF LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 5 C", "J RE6 t -li r 1247P f.1 FI[iF!- 113 -ICHAR(IV, EINVIRONMENTAL. CV4APIM Cash Check # Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comm&nts: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. dt WATERADDED: SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE LI LOAD: WAS TESTED BY: Notice: Our drivers will make every effort to place r1paterials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added o/ 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 irrtatl' 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/ 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 additio returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: 'iness day after the receipt of materials. 0 00 SAL AL CUSTOMER This Delivery Ticket incorporates', --in by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Qui -)n, if any, and Seller's Order Confirmati including limitations Pi 4 warranties), as if fully set forth on this Delivery Ticket ("A,git;ement"). Seller will provide the Standard _ __ms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance xvtth 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 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, 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 b . V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye comp referencia a] eomprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier t.ermino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirrnaci6n del vendedor (con limitaciones y garantfas), corno acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los term. inns estdndares y condiciones deta.l- l.ados en caso de asf ser requeridos. Con este documento, el comprado.r acepta los mismos ya antes mencionados y que las cant.idades y materiales fueron entregados como se expresa en el nusmo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una rota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto .incluyen cemento Portland y productos de agregados como pi.edra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales sil.icios. 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 piel y ojos, y reacciones alerg.icas ern la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en Jos ojos, piel. y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicon. Jos cuales pueden causar silicosis pulmonar y cancer si son inhatados. En caso de ser ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en ]a nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con ]a piel. Use guantes, protecci6n en los ojos y ropa P'rimeros adecuada para protecci6n,. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos rues de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua..Acuda a atenci6n .medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite ] 900 hinado Houston, Texas 77024 Para mas inforrnaci611 vis.ita www.cemexusa.com. 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 #: 130--00(,D JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: -vio— _ PEST CONTROL LICENSE #: i � e, "'z 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: al 3� G Percentage of solution: / 0 Date of Treatment: Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: BA-Atme , Total gallons used: Time of Treatment: U I J Slab ist Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Ir re of Note: There must be a completed form for each required treatmenMr 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. FBC 104.2.6 Certiricate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 12 CGMEX 55986020 Yae'of- &" le- / 10 ('- - in n 6, 0 Plant: Begin Loading: To Job; Arrive Job: Start Unloa& Finish Unload: Leave job: Return Plant: Customer Code: Customer Narre: Customer Job Number: Order Code Date: i T J, Project Code: Project Name: Project P.O. Number. Order P.O. Ndmber. Ticket Date: Delivery Address: Map Page: Map,/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: 0 Due On Job: Slump: Truck Number. Driver Number: Driver Name: End Use: LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QU ANTITY QUANTITY QUANTITY I L RECEIVED JAN 15 2014 Cash Check # Auth Cde: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: 4ATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE C3 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. Nocredit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. (S) - - - ' --- 7 1 1 68UNIVERSAL CUSTOMER LOAD NUM., This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatio any, and Seller's Order Confirmation (ir ling limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree,,,,. X ). Seller will provide the Standard Terrr__ __,d Conditions upon requestoBuyer 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 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 �yvw.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo total. del ticket de entrega ("Contrato"). El vendedor proveera los terminos estdndares y condic.iones detal.- lad.os en caso de asf ser requeridos. Con este docum.ento, el co.mprador 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 Contrato; at manos 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, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en piel y ojos, y reacciones alergicas en .la piel. Concreto seco y polvo de agregados, pueden causar irritation en los Qjos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, ptrlid.o, come y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalation del amoniaco puede causar toser, irritation o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El. riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el. contacto con ojos y contacto prolongado con .la piel. Use guantes, protecciion 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 protection respiratoria. P.rimeros auxilios: En caso de contacto en los ojos, inmediatamente i7uya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a airc fresco. Si el cemento fresco tiene contacto con sus ojos, ]avelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds ,info.rmac.ion visi.ta www,ceinexusa.com. 02/.14/2014 16:01 772878765r � WYNNE BUILDING CORP,-, PAGE 02/02 St. Lucie County Building & Zoning DepaA tment 2300 Virginia Avenue Fort P.i,erce, FL 34982 772-462-2X65 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: Permit Number: Property Address: e��dC-c" r� THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIED PROPERTY, FOR A PERIOD NOT TO'EXCEED THIRTY (30) DAYS, Fop, THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HERESY'' .ACKNOWLEDGE AND AGREE AS FOLLOWS: 1.. This temporary Power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this -titre period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for.Testing't 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 the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OFVHIS TRANSACTION, INCLUDING ANY DAMAGE 'WHICH MAY BE INCURRED DU)C' TO THE DISCONNECTION OF ELECTRICAL POOMA IN THE EVENT OF VIOLATION OF THIS AGREEMENT. AL CONTRACTOR SIGNATURE DATE 1 ` nAx k\ \\A DAIPE RI:rTIVED FFB f4.2014 ZZCEMEX Plant: Begin Loading: To Job Arrive Job: Start Unload: Finish Unload: ' Leave Job: Return Plant: Customer Code: Customer Name: 3026605 RODNEY FALL' S CONCRETE CONST Project Code Project Name: Ticket Date: Delivery Address: f [ 01 CIAN 3 Delivery Instructions: SPANISH LAKES FAIRWAYS INDRIO Customer Job Number: Order Code / Date: :L019 01l21/1Eo- Project P.O. Number: Order P.O. Number: RODNEY Map Page: Map/Row/Column: Yoe It _ /,3(1 C - b br n Dispatcher: Si•'IN,LUC I NC—C Ticket Number: 32968798 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: Y 5e s.aia 1t}0 4589 109E r:3 ANGEL DELATORRE L�LOf'IGo WALL. LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 9. 00 9a e: o rye tit, 1545708 3000 BLE;NDEDPRPVI YDu 1. 00 1247818 E1.11_ L SURCHARGE .1. 00 1202749 ENVIRONMENTAL CHARGES JAN 21 Pm 1.'11 Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: I-W ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: RECEIVED JAIL 21 2014 SIGNATURE ❑ LOAD WAS TESTED BY Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL PREY 'FRK e INVOICE LOAD NUM e 1 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quo n, if any, and Seller's Order Confirmatic Lcluding limitations of warranties), as if fully set forth on this Delivery Ticket ("A_ meat"). Seller will provide the Standard' is and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and .items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan ('Type IP), roof tile, and stucco. Concrete products .include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust frorn 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 previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantias), coma acuerdo total del. ticket de entrega ("Contrato"). El vendedor proveera nos t6r.minos estandares y condiciones detai- lados en caso de as% ser requerid.os. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados comp se expresa en el m.ismo. Acepta pagar el monto de acuerdo at contrcto; 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 albaniler a, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irntaci6n en los ojos, quemaduras en piel y ojos, y reaccio.nes al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el tritu.ramiento, pulido, corte y/o perfioraci6n 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 grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir 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, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si ]a irritaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informati6n visita www.cemexusa.com. J� cc -me .55'997-393 Plant: Begin Loading: To Job: Arrive Job: Start Unload: finish Unload: Leave Job: Return Plant: '092 / 109 Customer Code: Customer Name: 3026605 RODNEY HALL' S CONCRETE CONST Project Code:' Project Name: 401.'31()LM& RC)IjN(Y HAIA., ALL WORK Ticket Date: Delivery Address: 03 /20114 14913 TOUCAN DeliveryInstructions: SPANISH LASES F AIRWAY a Customer Job Number. Order Code / Date: Project P.O. Number. Order P.O. Number. VERBAL Rt)DNE`yr VERBAL RCJD BEY Map Page: Map/Row/Column: Dispatcher. SF KLLIC I NEC Ticket Number. I Due On Job: Slump: Truck Number. Driver Number: Driver Name: End Use: 7. 1 a 5() 5.00 7 10064589 109229 229 ANGEL DELAT ORRE L_NDSCP -. DR I VEWC LOAD CUMULATIVE I ORDERED QUANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT RE ti 1. .,. em o ,cj s_, JC> +. �r� Jars �,f,l Ca D3 1. (;o 1247818 FUEL SURC:IIARGE 1. 00 1208749 ENt?.l'RONMENTAL. CHARGE Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: RECEIVEU , WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as Is. Due to important factors which are out of our may be hazardous to ,your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 0 68UNIVERSAL PREw V T RN` o L-OAD NUM n I INVOICE This Delivery Ticket incorporates herf reference Buyer's previously execute( d.i.t Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati..... of any, and Seller's Order Confirmation ( ding limitations of wa4f' ties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. 1Suyeragrees 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 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 i.nc.luye como .referencia al comprador (ya previamente ejecutada en su aplicaci6n 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 proveerd los terminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al Contrato; al menos que se identi- fique con una rota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca 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 volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar in•itaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irri.taci.on en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicon, Jos cuales pueden causar silicosis pulmonar y edncer si son inhalados. En caso de ser ingeridos, mantenerse en ternperatura cdlida, reposar y tomar grandes cantidades de-agua. Las cenizas volantes pueden contener anion iaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco: La`�lnh(alac tc n alel i r ioniaco puede causar toner, in itaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duracion 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. Ldvese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutes. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900. V7 combinado Houston, Texas 77024 02/12 Para mds informaci6n visita www.ceinexusa.com. / Termite inspection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service Licensed & Insured r' Jesus Christ is Lortl Lic. JB175775 Termite & Pest Control Inc. / '2-323-7921 for 772-349 5999 Email: Evictabug@gmail.com 2373 SW Woodridge St. Port St. Lucie FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTIONa I FIRE ANTS�E�RVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE—�(a 4 TIME DEVELOPMENT NAME (PROJECT) / �CONTRACTOR'S N E CONTACT PERSON j ` l cml t '� G. O sP _r G STRIJCTURE ADDRESS (LOT/BLOCK-f CITY, STATE, ZIP CODE COU p N TESr. ( [ 0 0 G C. l3\ t d'4.G,`� dar ,.1�., / 6 a G / !� ✓ �� . TREATMENT TYPEIAREA ❑ FLOATING PONOLITHIC bWTIO ❑ GARAGE ❑ CUTOUTS LJ FOOTER ❑ FRONT ENTRY ❑,RETREAT ❑ TAMP & TREAT II REAT ONLY FINAL ❑ POOL DECK PRODUCTS ` fl,PASELINE ❑ DOMINION 2LACTIVE INGREDIENT BIFENTHRIN ❑ OTHER ACTIVE INGREDIENT CONCENTRATION '00RIVEWAY ❑ STEM WALL ❑ BORA CARE TREATMENT ❑ OTHER ❑ TERMIDOR TC ❑ BORACARE ❑ ADDITION ❑ PLUMBING CUTOUTS ❑ DISODIUM OCTABORATE TETRAHYDRATE 19- 06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED 130 SQUARE FOOTAGE '}i b LINEAR FOOTAGE SQUARE FOOTAGE VERIFIED w0 ES ❑ NO 'D)MEASURED OR VERIFIED PER PLANS RECEIVED N!'•0 2120414 JOB READY CONDITIONS MET 1AYES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line �f l Y' f r ` fir( FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment clue -at time of service. Date Date '41,OTHER Wkte-- � r Applicator: (Evict A Bug)Termite and Pest Control, Inc.) Customer (Property Owner or Agent) Plan Review # _ 2009INTERNATIONAE 3 • Date x RESIDENTIAL CQDE® a_ ' Ua abort �� FOR ONE AND fi 0 EA.1lZILWE CLINGS Feex 3 "ZLryF, 2 4 L - - - - ^✓ i � ~�F i ^t . t _ �l X � PLAN `RE i?�E } ? "uxyv : q, ✓z t3 .![� 1 �'. .dry«% � .7 ti ��. - 7 " � �,-„■Vj�i" ',-r=- a R vim' ' r +v r�- '� JURISDICTION Tawns�rip eta 3, �� ,�}# �. i �Rd�t f - Yxk �YY"(i•t; } -pPi. .i-7.L { [�'+ci' 4` �"/ `�' 13FUlDINGOCATO,N,. j kE t3 { z•' ��+'151i -E �� e1. »' d,di"Sh .+^ C}.,.o- £y.. 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S �r i '.wTL "�'��," •� a 1 �'i �? toraho s : oe ` ; e c �14c dseoibs�pfi� „ nib ee�id Tgrr dt6_bedofos�e< CORRECTION LIST Code No. DESCRIPTION Section 31 L .F 1 �� f • • o 0 0 • o • • - o • o • • • o e • - o ISBN 978-1-58001-951-4 '.. - .•- o - • ••- • • '• - .• �' � � • _. -_'�t� ,. IIII'lllllll IIII�IIIIII� I019514I 9II7815801 INTER IIIONAL e e s • CO COUNCIL` 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [fable R301.2(1)] Two-family dwelling separation (R302.3) Floor live load (Table R301.5) 5- psf .� nwellina unit oenetrations (R302.4) Roof live load (Table R301.6) psf Ground snow load N psf Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria appli I (R301.2.1.1) Seismic design category (SDC) [Figure R301.2(2)] N SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area ✓ Decay area Winter design temperature Ice barrier underlayment required Flood hazards ✓ FIRE-RESISTANT CONSTRUCTION (R302) e/ 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) ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage opening/penetration protec- tion (R302.5) ✓ Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) 1V Fireblocking (R302.11) �✓ Draftstopping (R302.12) ✓ Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 T-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" T-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8' min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) --f �-- 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) A -It -Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor e' /v (R309.1) Carport: open two sides; noncombustible / floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R390.1) 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) 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) f"1'u Stairway landings and walking surfaces (R311.7.5, R311.7. 6) /A!!� Handrails required (R311.7.7) �V Handrail height, continuity, grip -size AI (R311.7.7.1 - R311.7.7.3) I f-3 Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) ' Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Af 111 Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE/ALARMS (R314) Referenced standards (R314.1, R314.2) ✓/Location and interconnection (R314.3) ✓ Power source (R314.4) CARBOP MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) ✓ Referenced standard (R315.3) FOAAr PLASTIC. (R302.8, R316) LU111 Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317and R318) t//Protection required (Table R301.2(1), R317.1, 318.1) WJW_�Ouality mark (R317.2 and R318.1.1) SITE 'DRESS (R319) �/ Address numbers (R319.1) A�SIBILITY (R320) , Type B dwelling units applicable (R320.1) ELEV TORS/PLATFORM LIFTS (R321) Referenced standards (R321,1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) 4WHazard area and requirements (R301.2.4, I / 309.3, R322.2, R322.3) (V Design professional (R322.3.6) STO HELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Ch pter 4) MAT IALSW(R402) Concrete foundation walls (R404.1.2) ood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) FOOT_ IDES (R403) Soil bearing value (R401.4, R403.1) �ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 footing / thickness (R403.1.1) / Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- ected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 olt diameters from corner, 7" embedment N(R403.1.6) )✓ ootings 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] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] R404.1.2(8), R404.1.5.2J feHorizonta'l and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7J 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 AA `� are below grade* (R405) N Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) 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 -rr_ nn�nnot no RA ACl1k10V Cnf1TINl-_4 I'l—hocla LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 1 3,000 >_ 4,000 Conventional light —frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1-story 12 12. 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fully grouted masonry I -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- i FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) I fig Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) M�kFlood resistance (R408.7) FLOORS (Chapter 5) WOO JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) trusses (R502.11) Draftstopping (R502.12) LUM ER FLOOR SHEATHING (R503.1) Pr r Allowable span (Table R503.1) End joints (R503.1.1) WOOP STRUCTURAL PANEL SHEATHING (R503.2) lillf Grade (R503.2.1) 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) IM Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] THE ED-WOOD FLOORS (ON GROUND) (R504) PitBase course: 4" thick with maximum 3/a gravel or'/z" crushed stone (R504.2.1) t V I Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEE FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CON,CRRE FLOORS (ON GROUND) (R506) Thickness: 3'/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" R506.2.1) , Base -course: 4" graded with 2" maximum aggregate (R506.2.2) �apor retarder (R506.2.3) Reinforcement support (R506.2.4) 10 �l WALL CONSTRUCTION (Chapter 6) GENERA (R601) esign (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOODrCONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" O.C. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching — top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths; connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602..10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STE L WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) /y Wall construction (R603.3 - R603.5) KI Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHE Q HING (R604 and R605) Y Wood structural panels (R604) A) Particleboard (R605) MASONRY ONSTRUCTION (R606 - R610) General design (R606) L S C C and D (R606.12) v Unit masonry (R607) Multiple wythe masonry (R608) ✓ Grouted masonry (R609) WGIass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) p�. Concrete wall systems (R611.3) :P tay-in-place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIO WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONIt RUCTION (R613) NNApplicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTE I R WALL COVERING (R702) NPlaster material (R702.2) AJ 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) !/ Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) N / Attachment and minimum thickness (Table R703.4) V Wood shakes and shingles (R703.5) Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum r 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 / feet) (R703.7.4.1) c/ lashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) . —A(WVinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENER (R801 ) Design .(R801.2 and R801.3) _Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) l Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) —�L Rafter tie (R802.3.1) ✓ Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) f C (Figure R802.5.1, R802.5.1) 'V Bearing (R802.6) _ f Cutting and notching (R802.7) N Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) ood trusses (R802.10) Roof tie -down (R802.11) CEILING OISTS [Tables R802.4(1), R802.4(2)] ithout attic storage, LL = 10psf With attic storage LL = 20psf Spacing �pecies Grade Span I.XSize RAFT RS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf bf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing "--/S ecies Grade pan / Size : ' He/HR; Adjustment factor ROOF SEATHING (R803.2) rade Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) N i ROOF -CEILING CONSTRUCTION (cont'd.) STEE ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) 44 _ Corrosion protection (R804.2.3) Fastening (R804.2.4) oof construction (R804.3) Roof tie -down (R804.3.9) ROOF VENTILATION (R806) Ventilation requirements (R806.1 - R806.4) ATTIC ACCESS (R807) / Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) ' { Pr Slate and slate -type shingles (R905.6) V Roof covering materials (R902.1) N Wood shingles (R905.7) A WEATHEFj.PROTECTION (R903) c/c shing (R903.2) Coping (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) ::: lay 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) RERpOFING (R907) l h Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MAS ,NRRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) _j_eSDC D reinforcinglanchorage (R1001.3 and R 1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) --44- Hearth extension material (R1001.9) Hearth extension (R1001.10) Af Fireplace clearance (R1001.11) Fireblocking (R1001.12) MAS NRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) 091 r CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) u Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney 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) Installation (R1004.2) FACT RY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) _ Installation (R1005.3 and R1005.4) EXTEFIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) = t,z_ material and equipment /(N1101.2, N1101.3) Climate zone (Table N1101.2) "See energy conservation plan review record Building envelope (N1102) VMechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Appliance access (141305, M1401) V Appliance installation (M1307) _Z Heating and cooling equipment; heating and cooling load calculations (Chapter 14) V/ Exhaust systems (Chapter 15) /Duct systems (Chapter 16) ✓ Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Chimney and vent location and terminations 4NU (Chapter 10 and Chapter 18) . t Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems 74, (Chapter 22) Solar systems (Chapter 23)) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) / 4— Clearances (G2409) T� Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) 1�l Piping installation (G2415 and G2419) ki 14 Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth L/ (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) 4--Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage f g, (P2904.2.4) 1� "I Piping materials (P2904.3) Flow rates (P2904.4.1, _�XP2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) v Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) .Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) %/Storrn drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) t / Wiring methods (Chapter 38 g ( p ) y Penetrations of fire -resistance rated assem- blies (E3402.2) " Listed and labeled materials (E3403) V Required lighting and receptacle outlets (E3901, E3903) Service equipment and location (E3405, / y Ground -fault and arc -fault circuit -interrupter / protection (E3902) E3601, E3606) (/ fixtures 40) Service size and load calculations (E3602) Devices and lighting (Chapter 41) Available fault current (E3606)—/ system grounding (E3607) ,AAppliance installation (Chapter I-' pools (Chapter42) Required branch circuits (E3703) nt—Swimming A Class 2 remote -control, signaling and power-lim- �` ited circuits (Chapter 43) V Feeder requirements and load calculations (E3704) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified _a_jt— -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) /Compliance with Appendix F verified I SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) N "Q Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) I" C1 Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) /V Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) ---r — Compliance with Appendix K verified HOME DAY CARE-11-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- E'c St. Lucie County Building'& Zoning. 2300 Virginia Ave F�pR�p" Fort Pierce, FL 34982 BUILDING -PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub -contractors for'the (Company/Individual Name) Q a \ project located at \ - \ \� 3C-C) , ` (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC 19464 RC29027087. Gas PERMIT I � � �I ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: a1�_� 6 State of Florida Certification Number (If applicable): 400 09 4 l (a— W EI le C61-c i X-nc , have agreed to be the (Company Name/Individual Name) e !e c f ri c a I sub -contractor for UL, n V1 U a {�� cv p, (Type of Trade) (Primary Contractor) for the project located at cs� (� (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 RE UIRED - SIGNATURE PRINT NAME DATE Business Name: S 4 L) C5 I Address: _ L0 % LU . C O�e h y--k oc& City/State/Zip: rT • 2 1,Pi(' ce , 1- L -3 qA Y� Phone: -7 %a. - �t6T - 611 /o email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT <OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: fit 8 R State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 ,1- Comfort Control of St _ Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry Zimmerman SI A PRINT NAME DATE Busines Comfort Control of St. Lucie County, Inc. Address: 1 r;01 Rif tmare Street City/State/Zip: P o r S_ , i. i e, FT, _' 3 4 9 8 3 Phone: (7 7 2) 7 8 S— 9 01 0 email: " OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT - _ — BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT y _ SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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 cz� Wade Case J SIGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply co Inc. Address: City/State/Zip: Phone: 3185 Sneed Road Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com nTFT!''F TT4Z'F nNT .V PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS . BUILDING & ZONING DEPARTMENT F�OR1�P . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 Traadire roast Pnnfing, r,r,C have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE 11EQUIREll Brian Maloney SIGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 81 6 SW R i f t- m o r e St- City/State/Zip: Port S t. 'Lucie , FL. 34984 .Phone: (7 7 2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE 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: �V`� ��j�\J Q-cz #1306-111-0001-nnn/n; 6/7 34 39 all that part lying (Tax ID/Legaldescription/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my propert which will not adversely affect the immediate community. Property Owner Name ropehty + w er }i Date STATE OF FLORIDA, COUNTY OF S t_ L u c i e ACKNOWLEDGED BEFORE ME THIS_ DAY OF %4 2o43 BY Matthew Ly P W)InnP WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED ao., dad'.wv SIGNATURE 0 OTARY NOTARY PUBLIC TITLE IDENTIFICATION. d )oX0-M Y, A,,Jw �URSKi,J TYPE OR PRINT NAME OF NOTARY u�uu DOROTNY ANN BASKIN Notary Public - State of Florida •: My Comm. Expires Oct 2, 2016 +y I„1111„ d: COMMIssion $ FF 015226 ,�''% role%% , Bonded Through National Nota[y .pES`IDENTIALICOMMERCIA L RIUILDINGPERMIT CIIECKLIST Site Location: Permit Number: _7._._.___._.._.__._. W...._ i Technician: ------ - -- General: Application completely filled out with notarized signatures Is -41 Yes r7' No N/A Sub Summary List with contractors' names and county & state certification numbers Yes No N/A Sub Agreements with original signatures Yes No N/A Owner Builder Affidavit Yes No N/A Owner Builder Electric Affidavit Yes No N/A Filled Land Affidavit Yes � No � N/A Geo or recorded warranty deed 0 Yes - No N/A Recorded Notice of Commencement 0 Yes. No N/A Utility Agreement or Payment Receipt 0 Yes Ell No N/A � � Yes � No N/A Vegetation Removal Permit Non Conforming Lot of Record 17- Yes No N/A Plans, Calculations & Attachments Q copies commercial/2 reside ial): Complete set of plans with engineer/architect raised seal Yes E j No 13 N/A Truss plans reviewed and approved by engineer/architect Yes No V N/A Landscaping and parking plan M Yes F No / N/A lq/ 3 Copies of approved site plans Yes No N/A 2 Sealed surveys or plot plans with dimensions, finished floor Yes � No � N/A elevation and setbacks Health Department approval stamped on survey and floor plan 01 Yes No /N/A Health Department food establishment permit stamp on floor plan 0 Yes rj- No V N/A Manual J or Manual N calculations Yes No N/A 'Signed Energy Calculations Yes No � N/A Sealed Wind Load Compliance Certification Yes No N/A Product Review Affidavit -' Yes No N/A Page 1 of 2 BESI.DEN�'.IALICO1Vp1V ERCIAL BUILDING PERMIT CHECKLIST Site Location: .PermitN umber: Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWMD or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets RV and Mobile Home Tie Down Only (2 copies): Permit Worksheet (Tie -down diagram) Manufacturer set-up and installation manual Manufacturer blocking diagrams Signed penetrometer test (1 copy) Stair details Mobile home inspection report. for relocation Copy of Title for relocation Class A approval from Growth Management Comments: P Technician: -J Clear form Page 2 of 2 �-� Yes No N/A r Yes No N/A Cl Yes 1-7 No / N/A r 1 Yes r_' No N/A �-' Yes -j No N/A Yes Oj No N/A 0 Yes — No N/A Yes ED No N/A -' Yes � ! No N/A Elf Yes ri No - N/A 0 Yes U No N/A 0 Yes 0 No N/A Yes E No N/A Yes 13 No N/A MiTek RE: ml 1324 - 70' Carlton Elev D Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. L 3 10-4115 Customer Info: WYNNE BUILDING CORPORATIN Project Name: 70' CARLTON, E'� Model: Lot/Block: Subdivision: Address: N/A City: ST LUCIE : FL Name Address and License # of Structu L f R(�;40pye, for the building. Name: icen 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 Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional En ineers Rules. 9 No. Seal# Truss Name Date No. Seal# Tr uss Name Date 1 T4465549 Al 7/19/012 18 T4465566 JB 7/19/012 12 I T4465550 I A2 17/19/012 119 I T4465567 I JC 17/19/012 I 13 I T4465551 I A3 17/19/012 120 I T4465568 I KJ5 17/19/012 I 14 I T4465552 I A4 17/19/012 121 I T4465569 I KJ7 17/19/012 I 15 I T4465553 I A5 17/19/012 122 I T4465570 I KJA 17/19/012 I 16 IT4465554 IA6 17/19/012123 IT4465571 IKJB 17/19/0121 17 IT4465555 IA 17/19/012124 IT4465572 IMV2 17/19/0121 18 I T4465556 I B 17/19/012 125 I T4465573 I MV4 17/19/012 19 IT4465557 I BH7 17/19/012 I I I I10 I T4465558 I GRA 17/19/012 Ill I T4465559 I GRB 17/19/012 112 I T4465560 I G RC 17/19/012 I 113 I T4465561 J 1 17/19/012 I 114 I T4465562 I J3 17/19/012 I 115 I T4465563 I J5 17/19/012 I 116 I T4465564 I J7 17/19/012 I 117 I T4465565 I JA 17/19/012 I 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. %t,,,QU I N 1,111 V 8182 , :* = yt = STATE OF : :I/ Al O R 1 O , GN 1: % FL Cert. 6634 July 19,2012 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465549 1011324 At SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Thu Jul 1914:23:28 2012 Page 1 ID:_kfiiGCA6bx7j2Syl HDXFw7ye3KX-00fuPvTsx37LftJkLeBeaOSE0_FZJsPyicBgHPywUhT 1-0-0 7-8-0 13-7-8 17 6-0 23-11-12 26-9-10 35-0-0 6-0- 0-0 7-8-0 5-11 8 3-10 8 6-5-12 2-9-14 8-2-6 -0-0 Scale = 1:59.2 4.00 12 US = 4x4 = 14 13 48 2x3 11 5x12 = 2.00 12 r 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 MY): I2:0-3-14.Edge1, 18:0-3-0,EdR. I10:0-5-2.Edge1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell 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(TL) -1.30 12-13 >317 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.39 10 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 158 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 REACTIONS (lb/size) 2=1021/0-8-0 (min. 0-1-8), 10=1023/0-8-0 (min. 0-1-8) Max Horz 2=214(LC 7) Max Uplift 2=-837(LC 8), 10=-837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2741/1788, 3-4=-2154/1460, 4-5=-2097/1474, 5-6=-2129/1561, 6-7=4406/2927, 7-8=-4337/2831, 8-9=-4384/2824, 9-10=-4785/3126 BOT CHORD 2-14=-1581/2528, 13-14=-1581/2528, 13-15=-1023/1828, 15-16=-101811832, 12-16=-1017/1840, 10-12=-2876/4512 WEBS 3-13=-660/465, 5-13=-270/242, 6-13=-269/464, 6-12=-1740/2753, 7-12=-255/250, 9-12=-411/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 10. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2012 ® WARMNG - Verify design parmnefers and READ NOTES ON THISAND INCLUDED A=K REFERENCE PAGE MD-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply �70'CarltcmElevD T4465550 M11324 A2 SPECIAL 1 1 Job Reference (optional) _ Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 1914:23:29 2012 Page 1 ID:_kfiGCA6bx7j2SylHDXFw7ye3KX-UCCGdFUUiNFBH1uwvMft6D?P60ZN2Ew5xGwEprywUhS 1-0 7.8-0 13-7-8 17-0-0 18-0- 23-11-12 26-9-10 35-0-0 6-0 -0-0 7-8-0 5-11 8 3_41 I.0 5-11-12 2-9-14 8-2-6 0-0 Scale = 1:61.1 �1 6 4.00 12 4x4 % 4x5 6 7 4x4 = 17 16 3x4 = 4x8 = 2x3 II 6x12 = 3x5 2.00 12 $-0 3-7-8 1 -0-0 18-0- 3- - 35-0-0 7-8-0 5-11-8 3-0-8 -0-0 5-11-12 11-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.77 13 >535 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -1.19 11-13 >346 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.42 11 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 168 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP ND.3 REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 11=986/0-8-0 (min. 0-1-8) Max Horz 2=208(LC 7) Max Uplift 2=-837(LC 8), 11=-837(LC 8) Max Grav 2=1171(LC 2), 11=1171(LC 2) 20 la, l 6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. 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 auide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2746/1787, 3-4=-2132/1457, 4-5=-2075/1471, 5-6=-1998/1418, 6-7=1880/1382, 7-8=-2020/1398, 8-9=-4320/2828, 9-10=-4367/2820, 10-11=-4777/3131 BOT CHORD 2-17=-1580/2532, 16-17=-1580/2532, 15-16=-1174/2004, 14-1 5=-1 013/1855, 13-14=-2503/4174, 11-13=-2881/4502 WEBS 3-16=-684/465, 5-15=-286/192, 6-15=-379/503, 7-14=-242/436, 8-14=2497/1604, 8-13=-955/1626,10-13=-423/388 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) Provide adequate drainage to prevent water ponding. 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 will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of 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 joint 11. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2012 ® WAR1 RNG • Vmjy design parmnders and READ NOTES ON THIS AND INCLUDED MTMKREFERENCE PAGE Z01 7473 BEFORE USE. f Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ITS is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Welk'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465551 1011324 A3 SPECIAL 1 1 Job Reference (optional) ,. Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:29 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-UCCGdFUUiN FB H 1 uwvMft6D7RgOZV2H75xGwEprywUhS 1-0- 8-0-1 15-0-0 20-0-0 23-11-12 26-9-10 35-0-0 6-0- -0-0 8-0-1 6-11-15 5-0-0 3-11-12 2-9-14 8-2-6 -0-0 4.00 12 4x5 % 4x4 -- Scale = 1:61.1 4x4 = 15 - 4x8 2x3 II Sx6 = 2.00 12 i 8-0-1 13-7-8 20-0^0 23,11,12 35-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.69 12 >601 360 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -1.14 10-12 >362 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.38 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 10=986/0-8-0 (min. 0-1-8) Max Horz 2=184(LC 7) Max Uplift 2=-837(LC 8), 10=-837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) PLATES GRIP MT20 244/190 Weight: 159 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 1 Row at midpt 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2729/1771, 3-4=-2607/1786, 4-5=-2104/1448, 5-6=-2325/1632, 6-7=-2452/1671, 7-8=-4322/2786, 8-9=-4610/3101, 9-10=-4722/3088 BOT CHORD 2-15=-1574/2516, 14-15=-1574/2516, 13-14=1128/1961, 12-13=-2457/4127, 10-12=-2848/4446 WEBS 4-14=-726/513, 5-13=-273/588, 6-13=-306/515, 7-13=-2098/1326, 7-12=-938/1575, 8-12=-422/398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of 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 joint 10. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard %, WARNDyG - Ver4 fy design parameters and READ NOTES ON THrS AND INCLUDED L9fTEKRSFERENCB PAGE MI-7473 BEFOR13USE. 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 061011202 by ALSC or proposed by SPIB- FL Cert. 6634 July 19,2012 i/Y�• MiTek* 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465552 M11324 A4 SPECIAL 1 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:29 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-UCCGdFUUiN FBH 1 uwvMft6D7P00ZQ2Hy5xGwEprywUhS 1-0 7-8-0 13-0-0 22-0-0 23-11-12 26-9-10 35-0-0 6-0 -0-0 7-M 5 4-0 9-M 1-11-12 2-9-14 8-2-6 -0-0 Scale = 1:60.1 5x10 4.00 5x6 = 3x6 5 6 4x4 = 13 .1 ,,,, ,,,, ,,,,,,, 48 2x3 I I 5x12 = 2.00 F12 i 7-8-0 13-7-8 22-0-0 �23-11-12 35-0-0 7-8-0 5-11-8 8-4-8 1-11-12 11-04 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 10 >587 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -1.14 8-10 >361 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.38 8 n/a n/a BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight: 157 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Horz 2=159(LC 7) Max Uplift 2=-837(LC 8), 8=-837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) y BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2731/1777, 3-4=-2167/1493, 4-5=-3002/2033, 5-6=-3105/2070, 6-7=-4296/2756, 7-8=-4793/3146 BOT CHORD 2-13=-1569/2517, 12-13=-1569/2517, 11-12=1195/2039, 10-11=-2412/4079, 8-10=-2896/4519 WEBS 3-12=-635/420,4-11=-616/1112, 5-11=-266/556, 6-11=-1555/939, 6-10=-979/1602, 7-10=-537/494 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 16fimph (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 3) Provide adequate drainage to prevent water ponding. 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 will fit 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 Capacity of 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 joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2012 ® WARNMG - Verify design parameters and READ MOTHS ON THIS AND INCLUDED 39=REPERENCE PAGE AVI 7473 BEFORE USE, Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the 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 ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465553 M11324 A5 SPECIAL 1 1 Job Reference (optional) _ Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 1914:23:30 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-yOmfgbU7TgN2uBS7T3A6fRXZJovOni_F9wgnLlywUhR 1-0- 7-10-13 11-0-0 17-11-10 24-0-0 26-8-1 35-0-0 6-0- -0-0 7-10-13 3-1-3 6-11-10 6-0-6 2 8-1 8-3-15 -0-0 4.00 12 5x10 4 13 3x4 = 4x5 5 14 6 9Ya 4x4 = 12 11 4x8 3x4 = Sx6 = 2.00 12 11-0-0 13-7-8 23-11-12 35-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.90 TCDL 7.0 Lumber Increase 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.79 BCDL 5.0 Code FBC2010ITPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0-8-0 (min. 0-1-8) Max Horz 2=135(LC 7) Max Uplift 2=-837(LC 8), 8=-837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) Scale = 1:60.1 DEFL in (Ioc) I/deft L/d PLATES GRIP Vert(LL) 0.74 10 >553 360 MT20 244/190 Vert(TL) -1.21 10-11 >340 240 MT18HS 244/190 Horz(TL) 0.40 8 n/a n/a Weight: 151 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. MiTek a-mmends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2690/1791, 3-4=-2368/1605, 4-13=-2371/1648, 5-13=-2371/1648, 5-14=-4102/2666, 6-14=-4103/2666, 6-7=-4353/2795, 7-8=-4789/3131 BOT CHORD 2-12=-1581/2480, 11-12=-130712219, 10-11=-2041/3253, 8-10=-2881/4516 WEBS 3-12=-407/355, 4-12=-171/357, 4-11=-181/348, 5-11 =1 096/784, 5-10=-444/964, 6-10=-748/1211, 7-10=-474/436 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) Provide adequate drainage to prevent water ponding. 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 will fit 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 capacity of 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 joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED lld REFERENCB 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPM lumber is specified. the desfon values are those effective 0610112012 by ALSC or nronosed by SPIEL 1� 1� d 001 NVF N 68182 �✓TZ .0� ' T O F : 44/ • N A' FL Cert. 6634 July 19,2012 HV MiTek° 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply D �70'CarltonElev T4465554 M11324 A6 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:30 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-yOmfgbU7TgN2uBS7T3A6fRXa6oxynp7F9wgnLlywUhR 1-0-0 9-0-0 13-8-0 20-2-13 26-0-0 35-0-0 6-0- 0-0 9-0-0 4-8-0 6 6-13 5-9-3 9-0-0 -0-0 4.00 12 5x10 2x3 II 4x6 = 2x3 II 5x10 3 15 17 4 5 a 18 19 r Scale = 1:59.2 4x4 = 15 14 13 12 11 10 4x4 = 2x3 II 4x6 = 3x4 = 3x4 = 3x6 — 2x3 II i 9-0-0 13-8-0 20-2-13 26-0-0 35-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.71 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 BCDL 5.0 Code FBC20101TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.6810-12 >373 360 MT20 244/190 Vert(TL) -0.91 10-12 >277 240 Horz(TL) 0.11 8 n/a n/a Weight: 142 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-3 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=822/0-8-0 (min. 0-1-8), 13=267/0-8-0 (min. 0-1-8), 8=882/0-8-0 (min. 0-1-8) Max Horz 2=-108(LC 6) Max Uplift 2=-711(LC 8), 13=-205(LC 8), 8=-757(LC 8) Max Grav 2=977(LC 2), 13=352(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=-2023/1306, 3-16=-2313/1626, 16-17=-2313/1626, 4-17=-2313/1626, 4-5=-2313/1626, 5-6=-2313/1626, 6-18=-2313/1626, 18-19=-2313/1626, 7-19=-2313/1626, 7-8=2287/1477 BOT CHORD 2-15=-1106/1836, 14-15=-1102/1837, 13-14=-1102/1837, 12-13=-1427/2313, 11-12=-1269/2095, 10-11=-1269/2095, 8-10=1268/2087 WEBS 3-13=-387/829, 4-13=-462/352, 6-12=-254/217, 7-12=1781404, 7-10=-20/296 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 711 lb uplift at joint 2, 205 lb uplift at joint 13 and 757 lb uplift at joint 8. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard J WARNDYG - Vffify design para9neters and READ N07ES ON 771IS AND INCLUDED 89I7EKREPERENCE PAGE 101-747'3 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. f Southern Pine ISP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. m A 16 IA 0 �Oki I N 1 r1,,11 , �0P'. G•E N s��F�'% N 68182 .'It/� % FL Cert. 6634 July 19,2012 i/Y�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465555 M11324 A COMMON 9 1 Job Reference (optional) bers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:28 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-00fuPvTsx37LftJkLe8eaOSJ?_KfJspyicBgHPywUhT 1-0-0 8-4-0 12-11-0 17-0-0 22-1-0 26-8-0 35-M 6-0- 1-0-0 8.4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 0-0 4.o0 12 4x4 = Scale = 1:58.3 1� d 3x6 17 " 15 "' 14 "' 12 3x6 2x3 II 4x6 = 3x8 = 2x3 II 3x8 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.57 TCDL 7.0 Lumber Increase 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.52 BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1079/0-8-0 (min. 0-1-8), 10=1079/0-8-0 (min. 0-1-8) Max Horz 2=211(LC 7) Max Uplift 2=-787(LC 8), 10=-787(LC 8) Max Grav 2=1221(LC 2), 10=1221(LC 2) 4x6 = DEFL in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.3014-15 >999 360 MT20 244/190 Vert(TL) -0.61 14-15 >675 240 Horz(TL) 0.13 10 n/a n/a Weight: 166 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2850/1613, 3-4=-2349/1342, 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=-2349/1342, 9-10=-2850/1613 BOT CHORD 2-17=-1408/2627, 16-17=-1408/2627, 15-16=-1408/2627, 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=-454/795, 7-14=-251/174, 9-14=-590/440, 6-15=454/796, 5-15=252/174, 3-15=-589/440 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) 100.O1b 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. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 Ito uplift at joint 2 and 787 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �,%0 Oki I N N 68182 • .0 T OF • �i FL Cert. 6634 July 19,2012 ®WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EKREFERENCE PAGE M I-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 constriction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Mire fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cfiterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective OEM112012 by ALSC or proposed by SPIEL Job Truss Truss Type City Ply 171'CadtonElevD T4465556 M11324 B COMMON 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:30 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-yOmfgbU7TgN2uBS7T3A6fRXjXo3ZnttF9wgnLlywUhR -1-0-0 6-11-0 13-10-0 1-0-0 6-11-0 6-11-0 Scale = 1:23.6 4x5 = P6 0 3x4 = 2x3 11 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/rP12007 CSI TC 0.31 BC 0.22 WB 0.10 (Matrix) DEFL in Vert(LL) -0.04 Vert(TL) -0.09 Horz(TL) 0.01 (loc) I/def Ud 4-5 >999 360 4-5 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 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 Horz 2=93(LC 7) Max Uplift 4=-275(LC 8), 2=-391(LC 8) Max Grav 4=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=370/673, 4-5=-370/673 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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 between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 4 and 391 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A, WARA17NG - Verify design parameters and RE9D N07ES ON THIS AAW INCLUDED b117EKREFERENCE PAGE MR-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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crtferla, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. If S%1 em Pine ISP or SPo1 lumber is soeeffed. the design values are those effective 06101/2012 by ALSC or or000sed by SPIB. �♦� ♦♦Qv IN *: N 68182 4 ' T OFJ. FL Cert. 6634 July 19,2012 ii�ilr�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Job Truss T u Truss T Truss Type Ply 70'Canton Elev DT4465557 7y� M11 BOSTHIP 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:31 2012 Page 1 ID:_kriiGCA6bx7j2Sy1HDXFw7ye3KX-QbK12XVIE VVWL1J1niLBe4gaCMRWEi00aPKtkywUhQ 14-0-0 21-6-1 1-0-0 11-5-15 13-5-15 15-5-15 17.6-0 19-6-1 21-0-0 23-8-1 28-0-0 35-0-0 6-0-0 1-0-0 7-0-0 4-5-15 2-0-0 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 = 1:61.1 (+) Top chord must be braced by end jacks, roof diaphragm, or properly connected purins as shown. 4.00 12 4x5 = 4x4 = 31 -" 29 28 -' 26 4x4 = 4x6 = 3x4 = US = 46 = i 70 -0 14-0-0 21-0-0 28-0-0 35-0-0 7-0-0 7-0-0 7-0-0 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.46 28-29 >895 360 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 0.51 Horz(TL) 0.14 24 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 207 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 24=986/0-8-0 (min. 0-1-8) Max Horz 2=211(LC 7) Max Uplift 2=-837(LC 8), 24=-837(LC 8) Max Grav 2=1171(LC 2), 24=1171(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. 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. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2794/1817, 3-4=-1007/606, 4-6=-944/614, 6-7=-947/636, 7-10=-933/669, 10-13=-934/712, 13-15=-935/712, 15-18=-934/669, 18-20=-947/636, 20-22=-944/614, 22-23=-1006/606, 23-24=-2793/1817, 3-5=-1963/1459, 5-8=-1965/1460, 8-9=-1965/1460, 9-11 =-1 971/1462, 11-12=-1971/1462, 12-14=-1971/1462, 14-16=-1971/1462, 16-17=-1971/1462, 17-19=-1971/1462, 19-21=-1971/1462, 21-23=-1970/1461 BOT CHORD 2-31 =-1 612/2583, 30-31 =-1 618/2571, 29-30=-1618/2571, 28-29=-1805/2859, 27-28=-1618/2570, 26-27=-1618/2570, 24-26=-1612/2582 WEBS 3-29=-200/346, 9-28=-458/464, 23-28=-203/360, 13-14=-265/351 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 24. 8) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. LOAD CASE(S) Standard WARNING - Verify design parameters and READ NOTES ON 97IIS AND INCLUDED MI7EKREFERENCE PAGE MQ-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based any upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerla, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. It Southern Pine ISP or SPD) lumber is specified. the desion values are those effective OW0112012 by ALSO or or000sed by SPIEL `,QU I N',VF \cENSF F�'.� i N 68182 T OF 00 FL Cert. 6634 July 19,2012 MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Ply 70' Cadton Elev D T4465558 M11324 GR4 SPECIAL I 1 1 Job Reference (optional) Chan ab 0 iss inc., Pon Pierce ri. 3asoz Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:32 2012 Page 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KX-unuPFHWN7Idm8VcVaUDaksd4abkZFnrXdE9uQAywUhP r -1-0-0 4-1.8 5-7-3 , 8-2-13 9-8-8 13-10-0 14-10-0 1-0.0 ' 4-1.8 1-5-11 2-7-9 1-5-11 4-1-8 2.37 12 5x6 = 5x6 = 4x4 -- �. 13 4 14 15 5 16 8 4x4 Scale = 1:26.2 3x5 = 2x3 II 2x3 II 2x3 II 2x3 II 3x5 = i 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 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC20101TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 CSI DEFL in (loc) I/deft Ud TC 0.21 Vert(LL) 0.10 11 >999 360 BC 0.32 Vert(TL) -0.12 10-11 >999 240 WB 0.07 Horz(TL) 0.03 7 n/a n/a (Matrix) REACTIONS (lb/size) 2=684/0-8-0 (min. 0-1-8), 7=684/0-8-0 (min. 0-1-8) Max Horz 2=53(LC 7) Max Uplift 2=-615(LC 8), 7=-615(LC 8) Max Grav 2=814(LC 19), 7=814(LC 20) PLATES GRIP MT20 244/190 Weight: 53 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=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=-179511224 BOTCHORD 2-12=-1104/1646, 12-17=-1104/1655, 11-17=1104/1655, 10-11=-1098/1657, 10-1 8=-1 10311655, 9-18=-1103/1655, 7-9=-110211646 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 2 and 615 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 102 lb up at 4-1-8, 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 up at 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 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 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 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, 34=44, 4-5=44, 5-6=44, 6-8=-44, 2-7=10 Ics GO IN N 68182 � -10 T OF '41J • 1111111 FL Cert. 6634 July 19,2012 T Vero design parameters andREAD NOTES ON 77115 AND INCLUDED MIEK REFERENCE PAGE NIf-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/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33010-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 08IDV2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465558 M11324 GRA SPECIAL 1 1 I Job Reference (optional) nun: r.s9u s reo Z4 zurz runt: r.sou s Apr zs zulz Mi l eK inaustnes, Inc, -Thu sul 1914:23:32 2012 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3"-unuPFHWN?Idm8VcVaUDaksd4abkZFnrXdE9uQAywUhP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-31(B) 4=-75(B) 5=-75(B) 6=31(B) 12=-9(B) 11=-31(B) 10=-31(B) 9=-9(B) 13=-58(B) 14=-49(B) 15=49(B) 16=-58(B) 17=-15(B) 18=-15(B) OIN�i�i�� i N 68182 0:• T OF •:�441 FL Cert. 6634 July 1.9,2012 I WARNING - Vcrify design parameters and REdD R07ES ON THIS AND INCLUDED b=KREFERENCE PAGE MI-747U BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. .Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or Dronosed by SPIB. Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465559 M11324 GRB SPECIAL 1 1 Job Reference (optional) runs inc., Fort Pierce Fr. s4982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:33 2012 Page 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KK-MzSnTcX?mbldleBi6BkpH39Dd??I_7yhruuRydywUhO 1-0- 10-3-14 15-6 0 21.6-0 26-2-0 28-1-0 35-0-0 6-0- -0-0 5-0-0 5-3-14 5-2-2 6-0-0 4-B-0 1-11-0 6-11-0 -0-0 4.00 12 4x4 IIj 3 18 a1 2 t d 3x5 = 17 28 3x4 = 3x4 = 3x6 = 2x3 11 19 4 20 21 5 622 23 29 30 16 31 Sx8 =3233 46 = Scale = 1:61.2 4x4 = 2x3 11 4x4 9 24 725 26 27 8 N 10 11 N d 34 14 3513 12 3x4 = 3x4 =3x6 = 3x4 = i 5-0-0 15-6-0 21-6-0 28-1-0 35-0-0 5-0-0 10-0-0 6-0-0 6-7-0 6-11-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 CSI DEFL in (loc) Vdefl Ud TC 0.38 Vert(LL) -0.34 15-17 >543 360 BC 0.64 Vert(TL) -0.61 15-17 >298 240 WB 0.52 Horz(TL) 0.03 10 n/a n/a (Matrix) BRACING TOP CHORD BOT CHORD WEBS PLATES GRIP MT20 244/190 Weight: 144 lb FT = 0% Structural wood sheathing directly applied or 5-5-9 oc puriins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I stallation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=83(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-593(LC 8), 15=-829(LC 8), 14=-563(LC 8), 10=-332(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=761(LC 19), 15=1212(LC 2), 14=794(LC 2), 10=414(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1682/1088, 3-18=-1544/1054, 18-19=-1544/1054, 4-19=-1544/1054, 4-20=-301/506, 20-21=-301/506, 5-21=-301/506, 5-22=-301/506, 6-22=-301/506, 6-23=-301/506, 23-24=-301/506, 24-25=-301/506, 7-25=-301/506, 7-26=-301/507, 26-27=-301/506, 8-27=-301/506, 8-9=581/302, 9-10=617/278. BOT CHORD 2-17=-940/1540, 17-28=-918/1211, 28-29=-918/1211, 29-30=-918/1211, 16-30=-918/1211, 16-31=-918/1211, 31-32=-918/1211, 15-32=-918/1211, 15-33=-506/424, 33-34=-506/424, 34-35=-506/424, 14-35=-506/424, 13-14=122/548, 12-13=-122/548, 10-12=-1581529 WEBS 3-17=0/300, 4-17=-56/607, 4-15=-1782/1397, 6-15=-497/476, 7-14=-433/409, 8-14=-882/581 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 593 lb uplift at joint 2, 829 lb uplift at joint 15, 563 lb uplift at joint 14 and 332 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 lb 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). FL Cert. 6634 July 19,2012 er{jy design parmneters and READ NOTES ON 771IS AND INCLUDED BIITEKREFERENCE PAGE MI-747U 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 B 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 responsiblllity 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 ANSUTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 70' Carlton Elev D 74465559 M11324 GRB SPECIAL 1 1 Job Reference (optional) unamDers I ruse Inc., rOn Pierce N. 34saZ F(un: 1.340 s Feb 24 ZU12 Pnnt: 7.3b0 s Apr 23 2012 MI I eK Inaustnes, Inc. 1 hu Jul 19 14:23:33 2012 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-MzSnTcX?mbldleBi8BkpH39Dd??I_7yhruuRydywUhO 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(F) 20=49(F) 22=-49(F) 23=-49(F) 24=-49(1`) 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) 00I N VF� • N 68182 �-10 •�� T OF • FL Cert. 6634 July 19,2012 ® WARNING - Ver{frj design parameters and READ MOTES ON THIS AND INCLUDED M IEKREFERENCE PAGE Ifft 7473 BEFORE USE, I Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. MApplicability of design parameters and proper incorporation of component isresponsibility 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 theerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding iVliTfabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quarity Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465560 M11324 GRC HIP 1 1 Job Reference (optional) ..n.u�uom r mao n .. r.c.w ri. uvopc nun: r svu a rep — cu is rnns: r sou s Z ca cu is mi i ex mausmes, inc. i nu dui is m;: ;aa — IG rage i ID:_kfiiGCA6bx7j2Sy1 HDXFw7ye3"-MzSnTcX?mbldleBi8BkpH394???K_2vhruuRydywUhO 1-0-0 7-0-0 13-8-0 20-9-10 28-0-0 35-0-0 6-0- -0-0 7-0-0 6-8-0 7-1-10 7-2-6 7-0-0 -0-0 4.00 12 5x8 = 3x6 II 5x6 WB = 5x8 = 3 16 17 18 19 4 20 5 21 22 6 23 24 25 26 5xio 7 Scale = 1:59.2 3x4 = 15 27 28 14 29 13 30 31 32 33 12 34 11 35 36 10 3x6 2x3 II 3x6 = 6x10 = 3x4 = 4x6 = 2x3 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.26 10-12 >960 360 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.38 10-12 >666 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.10 8 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SYP No.2, 6-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 155 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 1 Row at midpt 3-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=451/0-8-0 (min. 0-1-8), 13=2641/0-8-0 (min. 0-3-11), 8=1040/0-8-0 (min. 0-1-8) Max Horz 2=84(LC 7) Max Uplift 2=-435(LC 8), 13=-2287(LC 8), 8=-945(LC 8) Max Grav 2=545(LC 19), 13=3128(LC 2), 8=1238(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=886/579, 3-16=1058/1548, 16-17=-1058/1548, 17-18=-1058/1549, 18-19=-1058/1549, 4-19=-1058/1549, 4-20=-1058/1548, 5-20=-1058/1548, 5-21=-1058/1548, 21-22=-1058/1548, 6-22=-1058/1548,6-23=-2167/1651,23-24=-2167/1651,24-25=-2167/1651, 25-26=-2167/1651, 7-26=-2167/1651, 7-8=-2979/2118 BOT CHORD 2-15=-467/781, 15-27=-476/810, 27-28=476/810, 14-28=-476/810, 14-29=-476/810, 13-29=-476/810, 13-30=-1490/2167, 30-31=-1490/2167, 31-32=-1490/2167, 32-33=-1490/2167, 12-33=-1490/2167, 12-34=-1906/2785, 11-34=1906/2785, 11-35=-1906/2785, 35-36=-1906/2785, 10-36=-1906/2785, 8-10=-1895/2754 WEBS 3-15=-170/559, 3-13=-2479/1776, 4-13=-893/863, 6-13=-3903/2855, 6-12=-22/608, 7-12=-656/438, 7-10=-181/595 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2, 2287 lb uplift at joint 13 and 945 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. t,11V� �� 00I N o� .� OP••E N N 68182 T OF 100. �i S. �O, '♦�� FL Cert. 6634 July 19,2012 Min - Verify design parameters and READ NOTES ON 7HIS AND INCLUDED b=K 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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465560 M11324 GRC HIP 1 1 Job Reference (optional) Gnambers 1 toss Inc., port Pierce H. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:33 2012 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3"-MzSnTcX?mbldleB iBBkpH394???K_2vhruuRydywUhO 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 lb down and 189 lb 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 Ib 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 lb down at 23-11-4, and 68 lb down at 25-11-4, and 388 lb 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(13) 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(13) 31=-23(B) 32=-23(B) 33=-23(B) 34=23(B) 35=-23(B) 36=-23(B) `�Illlllllr/rr�, QU I N VF •.��G•E NSA•.? -N 68182 T OF /nnn111 FL Cert. 6634 July 19,2012 ® WARNRRG - Verify design parameters and READ NOTES ON THIS AND INCLUDED D77TEKREPERENCE PAGE 191.7473 BEFORE USE, Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction o the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southerm Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465561 M11324 J1 MONO TRUSS 6 1 Job Reference (optional) . Chambers Truss Inc., Fort Pierre Ff. 349B2 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:34 2012 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-gAO9gyXdXvtUNomuivF2pHiREPUnjiMg4Ye?U3ywUhN 1-0-0 1-0-0 w A d 3x4 = CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190 BC 0.01 Vert(TL) -0.00 2 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 5 lb FT = 0% REACTIONS (lb/size) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=-7/Mechanical Max Horz 2=47(LC 8) Max Uplift 2=-153(LC 8), 3=-8(LC 2) Max Grav 2=120(LC 2), 4=14(LC 3), 3=32(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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. 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. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Scale = 1:6.0 Oki I N "VF �� OP• • . <F �. i * : N 68182 T OF •,��5,`S l � IV Al E�G. �,. FL Cert. 6634 July 19,2012 ® WARMING • Ver(ry design parameters and READ NOTES ON 7EI9 AND INCLUDED Mf7EKREPMWNCE PAGE hil1-7473 EEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Welk'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SPor SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465562 M11324 J3 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.20 TCDL 7.0 Lumber Increase 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC2010ITP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=43/Mechanical, 2=144/0-8-0 (min. 0-1-8). 4=13/Mechanical Max Horz 2=84(LC 8) Max Uplift 3=-47(LC 8), 2=-178(LC 8) Max Grav 3=72(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. Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:34 2012 Page 1 ID:_kfiiGCA6bx7j2Sy1 HDXFw7ye3KX-gAO9gyXdXvtUNomuivF2pHiQ9PTIjiMg4Ye?U3ywUhN 3-0-0 3-0-0 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 360 MT20 244/190 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 11 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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. 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. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Scale = 1:9.4 �GENgc�F��.. N 68182 T OF N % `. FL Cert. 6634 July 19,2012 ® WARA MG - Verify design purametem and READ N07FS ON THIS AND INCLUDED MI7EKREFERENCE PAGE ZOI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. .Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-0115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type qty Ply 70' Cadton Elev D T4465563 M11324 J5 MONO TRUSS 15 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:34 2012 Page 1 ID: _kfiGCA6bx7j2Sy1 HDXFw7ye3KX-gAO9gyXdXvtUNomuivF2pHiL5PPJjiMg4Ye?U3ywUhN 5-0-0 5-0-0 Scale = 1:12.6 LOADING (psi) SPACING 2-0-0 CS] DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.03 24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.06 2-4 >990 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (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 (lb/size) 3=93/Mechanical, 2=192/0-8-0 (min. 0-1-8), 4=23/Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-114(LC 8), 2=-202(LC 8) Max Grav 3=134(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; 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. 5 Provide mechanical connection b others of truss to bearing late capable of withstanding 114Ib uplift at joint 3 and 202 lb uplift at 11111111// joint 2. (Y ) 9 P P 9 P J P .%%" Oki I N V/ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % P.......... .. E N • .�` LOADCASE(S) Standard : �•''�.� `SF•' �� *: N 68182 OF 11111111 FL Cert. 6634 July 19,2012 ® WARMNG - VaI N design parameters and READ NOTES ON 771IS AND INCLUDED M MKREPERENCE PAGE Ml1-7473 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 061012012 by ALSC or proposed by SPIIL Job Truss Truss Type Ply 70'Cadton Elev DT4465564 r12'y M11324 J7 MONO TRUSS 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:34 2012 Page 1 ID: kriiGCA6bx7j2Sy1HDXFw7ye3"-gA09gyXdXvtUNomuivF2pHiOaPlfliMg4Ye?U3ywUhN 7-0-0 7-0-0 Scale = 1:15.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.13 2-4 >590 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.24 2-4 >337 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 23 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=140/Mechanical, 2=243/0-8-0 (min. 0-1-8), 4=33/Mechanical Max Horz 2=160(LC 8) Max Uplift 3=-174(LC 8), 2=-234(LC 8) Max Grav 3=194(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. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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. 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 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 19,2012 ® WARAONG - Ver(rj design parameters and READ MM ON INIS AND INCLUDED MEKREFEREME PAGE MI 7473 BEFORE USE, ■• Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteila, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465565 M11324 JA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:34 2012 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-gAO9gyXdXvtUNomuivF2pHiQ9PU3jiMg4Ye?U3ywUhN i -1-0-0 2-4-3 1-0-0 2-4-3 3x4 = LOADING (pst) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.20 TCDL 7.0 Lumber Increase 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 5.0 Code FBC20101TPl2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=24/Mechanical, 2=132/0-8-0 (min. 0-1-8), 4=10/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-28(LC 5), 2=175(LC 8) Max Grav 3=51(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. DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 360 MT20 244/190 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 9 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3 and 175 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ® WARMNG - Verify design powmneters andREAD NOTES ON THIS AND INCLUDED M7TEKREFER&WE PAGE MIf-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. if Southern Pine I SP or SPp) lumber is specified. the design values are those effective 06101IM12 by ALSC or proposed by SPIB. Scale = 1:8.3 ,,' IOki 1 N�jF ��'0 i .� OP•• • <� �. 10 10 N 68182 • :1Z T OF ``. FL Cert. 6634 July 19,2012 iTY�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465566 M11324 JB MONO TRUSS 2 1 Job Reference (optional) s I cuss Inc., Fort vierce tt. 34962 1-2-5 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:34 2012 Page 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KK-gAO9gyXdXvtUNomuivF2pHiJIPOzjiMg4Ye?U3ywUhN Scale = 1:12.5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.05 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.08 24 >738 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC201O/TPI2007 (Matrix) Weight: 19 lb 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 Horz 2=115(LC 8) Max Uplift 3=-119(LC 8), 2=-234(LC 8) Max Grav 3=135(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; 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. 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 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I N *: N 68182 :�• T FL Cert. 6634 July 19,2012 ® WARMNG - Verify design parmneters and READ N07ES ON THIS AAFD INCLUDED MI7EKREFERENCE PAGE W17473 BEFORE USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06MI12012 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply �70'CarllonElevD T4465567 M11324 Jc MONO TRUSS 2 1 Job Reference o tional russ Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Pdnt: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:35 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye310(-JMaYulYFID?L?yL4GcmHMUEc_ppzS9c_JCNYOVywUhM -1-0-0 1-1-4 1-0-0 1-1-4 , 3x4 = Scale = 1:5.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Verl -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/TPl2007 (Matrix) Weight: 5 ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 cc 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) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=-2/Mechanical Max Horz 2=49(LC 8) Max Uplift 2=-149(LC 8), 3=-6(LC 5) Max Grav 2=120(LC 2), 4=15(LC 3), 3=30(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Dpsf; 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 2 and 6 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I WARNING - Verify design parmneters and READ NOTES ON THIS AND INCLUDED L91EKREFERENCE PAGE Affl-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/71`I7 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine tSP or SPD1 lumber is specified, the desian values are those effective 0610112012 by ALSO or orpnosed by SWB- �llllllll/j� I N .�� P•' G•E•N �F �'♦ * : N 68182 ; 0= T OF G�. /nnlll��` FL Cert. 6634 July 19,2012 MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Elev D �70'Carlton T4465566 M11324 KJ5 MONO TRUSS 1 1 Job Reference (optional) s Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:35 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-JMaYulYFID?L?yL4GcmHMUEZCpmKS9c_JCNYOVywUhM -1-5-0 7-0-2 1-5-0 7-0-2 Scale = 1:15.4 2.83 12 5 2 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010rrP12007 CSI TC 0.38 BC 0.25 WE 0.00 (Matrix) DEFL in Vert(LL) -0.09 Vert(TL) -0.16 Horz(TL) -0.00 (loc) I/deft L/d 2-4 >840 360 2-4 >495 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP 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 Horz 2=11 O(LC 8) Max Uplift 3=-190(LC 8), 2=-211(LC 8) Max Grav 3=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; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 6=45ft; L=50ft; eave=loft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 3 and 211 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 (plf) Vert: 1-5=44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)4o-3=-77(F=-16, B=-16), 2=-1(F=5, B=5)-to-4=-18(F=-4, B=-4) WARMMG - Verify design parameters and READ NOTES ON THIS AM) INCLUDED 1UTEK REFERENCE PAGE MII.7473 BEFORE USE, Design valid for use any with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult AN51/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06161121112 by ALSC or proposed by SPIO. OV31 N rrVF,�i�i '�C.E Ng' * : N 68182 .o T O F 0 `%. rrnrn'�� FL Cert. 6634 July 19,2012 i/Y�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type City Ply 70' Cariton Elev D T4465569 M11324 KJ7 MONO TRUSS 2 1 Job Reference (optional) - Chambers Truss Inc., Fort Pierce FI. 34982 3 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:35 2012 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-JMaYulYFID?L?yL4GcmHMUEbwpmzS6s_JCNYOVywUhM 6-8-12 9-10-1 6-8-12 3-1-5 Scale = 1:20.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (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 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required crass 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 Horz 2=191(LC 8) Max Uplift 4=-130(LC 8), 2=-280(LC 8), 5=-232(LC 8) Max Grav 4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=702/330 BOT CHORD 2-7=454/699, 6-7=-454/699 WEBS 3-6=806/524 NOTES 1) Wind: ASCE 7-10; 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. 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 and 232 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 (plf) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, 6=22)-to-4=-108(F=-32, B=-32), 2=-1(F=5, B=5)-to-6=-25(F=-7, B=-7) WARNING - Verify design parameters and READ J907ES ONTHIS AND INCLUDED b=REFERENCE PAGE 101-747B BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. It Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSO or proposed by SPIS. • N 68182 't1: :lZ• 00 T O F IC/IN FL Cert. 6634 July 19,2012 i/Y�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply 70' Canton Elev D T4465570 M11324 KJA MONO TRUSS 2 1 Job Reference (optional) use Inc., Fort Pierce Ff. 34952 Run: 7.340 s Feb 24 2012 Print: 7.350 a Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:35 2012 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-JMaYulYFID?L?yL4GcmHMUEbbpnbS9c_JCNYOVywUhM 6-04 1-2-9 6-04 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.22 TCDL 7.0 Lumber Increase 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC20101TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=119/Mechanical, 2=148/0-9-11 (min. 0-1-8), 4=29/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-139(LC 8), 2=-169(LC 8) Max Grav 3=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. Scale = 1:13.3 DEFL in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.05 2-4 >999 360 MT20 244/190 Vert(TL) -0.08 2-4 >854 240 Horz(TL) -0.00 3 n/a n/a Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 3 and 169 Ib uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 (plf) Vert: 1-5=44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)-to-3=-66(F=-11, B=11), 2=-1(F=5, B=5)-to-4=-15(F=-3, B=-3) �`N%,,' QU I N' VFW ��i �o.�.CENSF.��•�� *: N 68182 ?� T O F 41J • • �nnnv� FL Cert. 6634 July 19,2012 ®WARNING - Verify design parameters and READ NOTES ON7T11S AND INCLUDED Mf7EKREPEREArCE PAGE MU-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. 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 B 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/71`I7 Quality CrIleria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 001/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 70' Carlton Elev D T4465571 M11324 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.10 TCDL 7.0 Lumber Increase 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=75/Mechanical, 2=123/0-9-11 (min. 0-1-8), 4=20/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-83(LC 8), 2=156(LC 8) Max Grav 3=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. Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:35 2012 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-JMaYulYFID?L?yL4GcmHMUEdTpodS9c_JCNYOVywUhM 4-11-9 4-11-9 Scale = 1:11.5 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.02 2-4 >999 360 MT20 244/190 Vert(TL) -0.03 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 17 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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. 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. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 (plf) Vert: 1-5=44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)-to-3=-55(F=-5, B=-5), 2=-1(F=5, B=5)-to-4=-12(F=-1, B=-1) FL Cert. 6634 July 19,2012 WA RAM - Verify design par..ters .d READ NO7ES ON THIS AND INCLUDED DS/TEKREPERENCE PAGE M11-7473 BEFORE USE, Design valid for use any with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of.component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465572 F M11324 MV2 VALLEY 1 1 .Inh Reference lnnfinnall uss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Thu Jul 19 14:23:36 2012 Page 1 ID: kfiGCA6bx7j2SylHDXFw7ye3KX-nY8w5eZu3W7Cd6wGpKHWuinpOD9ABcs7Ys75ZyywUhL 2-0-0 2-0-0 4.00 12 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 TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD BOTCHORD REACTIONS (lb/size) 1=30/2-0-0 (min. 0-1-8), 2=24/2-0-0 (min. 0-1-8), 3=6/2-0-0 (min. 0-1-8) Max Horz 1=21(LC 8) Max Uplift 1=-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. Structural wood sheathing directly applied or 2-0-0 cc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) 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 bearing surface. 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. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1, WARNING - Verify design pararneters and READ NOTES ON THIS AND INCLUDED JU7EKREFERENCE PAGE Ml1-7473 BEFORE USE, Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIS. Scale = 1:6.0 ,"VF Oki I N .� OP.• �, , ••�\G � N 3�:••? ,ice * : N 68182 �:• T OF :�44/ till n11iu1 FL Cert. 6634 July 19,2012 iVY�• MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 a a 4 r Job Truss Truss Type Qty Ply 70' Cadton Elev D T4465573 M11324 MV4 VALLEY 1 1 Job Reference (optional) • Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Pdnt: 7.350 s Apr23 2012 MiTek Industries, Inc, Thu Jul 19 14:23:36 2012 Page 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KX-nY8w5eZu3W7Cd6wGpKHWuinm6D7HBcs7Ys75ZyywUhL 4-M 4-0-0 Scale = 1:9.3 I 3x4 2x3 If LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 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 FBC2010/TP12007 (Matrix) Weight: 12 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS (lb/size) 1=80/4-0-0 (min. 0-1-8), 3=80/4-0-0 (min. 0-1-8) Max Horz 1=56(LC 8) Max Uplift 1=-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.. Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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) 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) 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. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard tpUIN 1111"�� E * : N 68182 �:. T OF •:��`� 1111111 FL Cert. 6634 July 19,2012 ® WARRING - Verijy design parameters and REO N07ES ON 7EIS AND INCLUDED Mf7EKREPERENCE PAGE MA-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parametersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-87 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 IT Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 l . Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 4 0 WEBS c,7a ,p O a �� af wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. U b O 3. Never exceed the design loading shown and never �° U CL stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6-7 C5-6 designer, erection supervisor, property owner and plates 0-'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR-131 1, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or SYP represents current/old values as published specified. b text in the bracing section of the Y g NDS by AWC in the proposed SPp represents SPIB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING (2x4 No 2 and lower grades and smaller sizes),. or less, if no ceiling is installed, unless otherwise noted. and all MSR/MEL grades 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 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 Industry Standards: W1 project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a � is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 R f P,q 3s` . .4�.A.�.� z9 oA-1> 0 MIN, SETBACK REQ, FRONT �� 1l� SIDES CNR SIDE�� REAR ZNC. TEC ------ w r FORM .405-10 TLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTON 70 III Street: City, State, Zip: PORT S . 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= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1720.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ft2 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 ft2 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 ft2 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. H Jte 8. Floor Types' (1720.1 sqft.) Insulation Area a. ctri p: JEC0p 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft2 EF: 0.900 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 with the Florida Energy Code. / it PREPAR rIBY: DATE: ;s�%�_ I hereby certify that this build' with the Florida Energy ode. OWNER/ ENT: DATE: _!5' _A_ designed, is Review of the plans and specifications covered by this calculation indicates compliance with the Florida En rgy Code. Before constructs n is completed this building wil a inspected for compliance vAh Section 653.908 ILDING OFFICIAL: ,TE: - 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 sr�a IS 4, 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT .Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 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 / v Design Location IECC Design Temp Int Design Temp Heating Design Daily Temp TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID 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 Solar Materials Area Area Color 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 ft2 N N CEILING # Ceiling Type Space R-Value ; ,M .A ea ' 3••, r1p I Truss Type 1 Under Attic (Vented) Main 302€T�t� `� 0.1 Wood 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS # Ornt Adjacent Space Cavity Width To Wall Type Height Sheathing Framing Solar Below 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 0 248 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 32.5 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 EgLA 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 Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / -- Supply ---- — Return -- Air Percent HVAC # �/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 176 ft2 Attic 130 ft2 Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan HeatinJan Feb Mar Feb kiMar f A r Apr I Ma rl Jun rj Jul May Jun Jul Au Au Se Sep f Oct Oct Nov Nov Dec Dec Venting Jan Feb Mar [X Apr May JunJul Aug Se [X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 (VyEH) 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 EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 tTORM'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 air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 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 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ftZ b. N/A R= ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 3 d. N/A R= ftz 5. Is this a worst case? 10. Ceiling Types No Insulation Area a. Under Attic (Vented) R=30.0 1720.00 ftz 6. Conditioned floor area (ftZ) 1720 b. N/A R= ftZ 7. Windows** Description Area _ R Z a. U-Factor: Sgl, U=1.30 11 Ducts 118.50 ftZ a. Sup: Attic, Ret: Attic, AH: Attic R ftZ 6 176 SHGC: SHGC=0.50 b. U-Factor: N/A ftZ SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a. Central Unit 41.5 SEER:15.00 SHGC: d. U-Factor: N/A ftZ SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: a. Electric Heat Pump 0.624 ft. 41.5 HSPF:8.70 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems a. Slab On -Grade Edge Insulation R=0.0 1720.10 ftZ a. Electric Cap: 40 gallons b. N/A R= ftZ EF: 0.9 c. N/A R= ftZ b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficient ode for Building Construction through the above energy saving features which will b installed (or exceeded) in this home before final inspectign Ise, a new EPL Dis y Card will be completed based on installed Code comma a res_ Date Address of New Home: \VkGlk'-2j' \ City/FL Zip�Q�C-F 3`-14`< *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. EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Pro Job: Project Summary -� 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 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 °F Inside db 70 OF Design TD 28 OF Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Method Construction quality Fireplaces Area (W ft') Volume Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating CoolingCooling0 14858 14858 0.38 0.20 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25H C B 536A30 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 @ 470F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF' Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0. Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh 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 1 9 Right-SuRe® Universal 2012 12.0.04 RSU05864 Page 1 ACCK E:\Wrightsoft 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 (°F) 42 90 Method Simplified Inside db (°F) 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 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 ROOM NAME Area (ft2) 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 $1.85 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 C'4° 5741 293 284 LIVING RM 526 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 /�� E:\Wrightsoft 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 A Inn nno sc 7070n i i S2r1 1 1 Rn 1UIHLZ) IILu LL.V/V LVi Jv Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38:19 r * wrightSOW Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 )m E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ili.rup Calc = MJ8 Front Door faces: W 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 Room name Exposed wall Room height Room dimensions Room area Entire House 179.0 ft 8.6 ft d 1720.0 ft2 FOYER 6.0 ft 8.0 ft heat/cool 6.0 x 17.0 ft 102.0 ft2 152 Ty Construction number U-value - (Btuh/ft2°F) Or HTM (Btuh/ft2) Area (ft2)Load or perimeter (ft) (Btuh) Area (ft2)Load. or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 11 V�I - W D 12C-0sw 1 D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 12C-Osw D-c2ow 4A5-2omd 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 0 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 W L21 P L-D C F 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration 2896 816 90 25 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17435 18569 1138 769 15 Duct loads 25% 28% 4298 5276 16% 18% 183 135 Total room load 21733 23W 1321 904 Air required (cfm) 1180 1180 72 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft° 2012-Aug-02 20:38:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 14CZ!p` E:\Wrightsoft 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 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 ft 8.0 ft heat/cool 0 ft 8.0 ft heat/cool 3 4 Room height Room dimensions 7.0 x 7.5 ft 1.0 x 144.0 ft 5 Room area 52.5 ftz 144.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ftZ °F) (Btuhfft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 I-G 1 D-c2om 0.870 n 24.36 27.10 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-0sw 0.091 a 2.55 2.18 0 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 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 60 60 153 131 0 0 0 0 W G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 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 56 40 108 34 68 68 185 58 L-D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 16A-30ml 0.032 0.90: 2.32 53 53 47 122 144 144 129 334 C F 22A-tpm 1.180 33.04 0.00 53 8 248 0 144 0 0 0 6 c) AED excursion -51 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration 113 0 32 0 0 0 0 0 b) Room ventilation 13 Intemal gains: Occupants @ 230 0 0 1200 0 0 2400 Appliances/other 1 Subtotal (lines 6 to 13) 846 1651 314 2708 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 846 1651 314 2708 14 15 Subtotal Duct loads 16% 18% 136 291 16% 18% 50 477 Total room load 982 1942 364 20 3185 158 Air required (cfm) 53 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wri htsoft' 2012-Aug-02 20:ge 2 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 .9C ,I' E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W �d- 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 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MS BATH 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 9.0 ft 63.0 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuhlft� Area (M 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 1QJ �G W Val IL--G _ D 12C-0sw 1 D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 12C-Osw D-c2ow 4A5-2omd 126-0bw 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 0 0 0 0 0 0 64 6 0 0 0 0 0 56 56 0 0 0 0 0 0 58 6 0 0 0 0 0 56 8 0 0 0 0 0 0 148 213 0 0 0 0 0 50 264 0 0 0 0 0 0 127 158 0 0 0 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 63 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 146 0 W I--G W Ij1 P L--D C F 6 c) AED excursion -13 -4 Envelope loss/gain 676 401 56 142 12 a) Infiltration b) Room ventilation 120 0 34 0 0 0 0 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 796 4351 56 142 14 15 Less external load Less transfer Redistribution Subtotal Ductloads 16% 15% 0 0 0 796 128 0 0 0 435 65 32% 42% 0 0 0 56 18 0 0 0 142 60 Total room load Air required (cfm) I 1 924 50 500 25 74 41 202 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wrightsoft° 2012-Aug-02 20:ge 3 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 ��` E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W alI 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 8.5 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 W Ty Construction U-value Or HTM Area (ftj 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 12C-0sw 0,091 n 2.55 2.18 81' 81 206 176 0 0 0 0 T �G 1 D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-50cs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 Ira! 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 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 2.18 217 217 552 473 0 0 0 0 W, --G IA-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 1 Dc2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 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 D 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 0.00 305 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 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 4138 4414 20 51 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 4138 4414 26 51 14 15 Subtotal Duct loads 32% 42% 1305 1874 32% 42% 6 21 Total room load 5443 6287 27 1 72 4 Air required (cfm) 296 3111 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 2 wrightsoft° Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 �� E:1Wrightsoft 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 BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 45.0 ft2 BDRM 2 40.5 ft 8.0 ft heat/cool 1.0 x 193.5 ft 193.5 ft2 Ty Construction number U-value (Btuh/ft2-°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 yJ l-� W D 12C-Osw 1 D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 12C-Osw 1 Dc2ow 4A5-2omd 12B-Obw 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 40 0 0 0 0 0 0 0 0 0 0 0 0 45 45 40 0 0 0 0 0 0 0 0 0 0 0 0 45 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 165 87 0 0 0 0 0 0 0 0 0 0 0 0 104 0 108 0 0 108 20 0 108 0 0 0 0 0 0 194 194 108 0 0 88 1 0 108 0 0 0 0 0 0 194 41 275 0 0 224 605 0 275 0 0 0 0 0 0 173 1338 236 0 0 192 962 0 236 0 0 0 0 0 0 449 0 W, T-G W P L-D C F 6 c) AED excursion 1 -6 -49 Envelope loss/gain 1 307 185 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 609 0 172 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 383 207 3500 2197 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) 503 27 294 15 1 1 4604 250 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrYghtSOft° 2012-Aug-02 20:ge 5 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 ACZ�p` E:1Wrightsoft HVAC1Wynne Corp1WYNNE CARLTON 70 Ill.rup Calc = MJB Front Door faces: W -�d- 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 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 heat/cool 13.5 x 14.0 ft 189.0 ft2 Ty Construction number U-value (Btuh/ft2-°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 �G W ��------DDD 12C-Osw 1 D-c2om 13A-5ocs 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-rlom 12C-0sw Dc2ow 4A5-2omd 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 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 0 0 0 0 0 20 83 0 0 44 0 0 0 0 0 0 0 0 0 0 52 0 112 12 0 0 0 0 0 0 Q 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 L--G W IF-� Ij1 P L-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 Intemal 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 429 Total room load Air required (cfm) 277 151 148 7 1828 99 1439 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsoft° 2012-Aug-02 20:38:19 9 Right -Suite® Universal 2012 12.0.04 RSUD5864 Page 6 �� EAWrightsoft HVAC1Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W �d- 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 Room name Exposed wall Room height Room dimensions LIVING RM 46.5 ft 9.8 ft heat/cool 1.0 x 525.5 ft 5 Room area 525.5 ft' Ty Construction number U-value (Btuh/ft1 °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 V,U l--G W 12C-Osw 1 D-c2om 13A-5ocs 0.091 0.870 0.125 n n n 2.55 24.36 3.50 2.18 27.10 2.22 250 0 0 250 0 0 637 0 0 546 0 0 11 �D 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-rlom 12C-Osw 1 D-c2ow 4A5.2omd 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 a a a s s w w w 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0 0 0 0 0 206 0 33 0 0 0 0 0 173 0 0 0 0 0 0 0 442 0 701 0 0 0 0 0 378 0 1531 V�! T-G W EG P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 C 16A-30ml 0.032 0.90 2.32 526 526 471 1219 F 22A4pm 1.180 33.04 0.00 526 47 1536 0 6 c) AED excursion 506 Envelope loss/gain 3785 4180 12 a) Infiltration b) Room ventilation 857 0 242 0 13 Intemal gains: Occupants @ 230 Appliances/other 2 460 0 Subtotal (lines 6 to 13) 4643 4882 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 16% 18% 0 0 0 4643 745 0 0 0 4882 859 Total room load Air required (cfm) 5388 293 5741 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�1- wrightsoft' 2012-Aug-02 20:38:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 7 140CA E:\Wrightsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.rup Calc = MJ8 Front Door faces: W Pt I r SURVEY*1 BOUNDARY I PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1-03-14 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 14913 TUCAN STREET, OF �I "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF FAIRWAYS, OF I� 1 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE ST. LUCIE COUNTY, FLORIDA. o LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ^ 12111CO065 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: o c� 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION J SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY S? ;5 ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE _ En 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE L CENTERLINE OF TUCAN STREET HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE .UNRECORDED PLAT = DELTA OF CURVE OF FAIRWAYS, OF ST.LUCIE COUNY, FLORIDA 0 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. E: 1 "=30' (DATE: 1-03-14 1 CJM PERMIT #: IS6_4 *_ 004�d 20' PAVED ROAD TUCAN STREET 14913 TUCAN STREET LAST FIELD DATE: 1-03-14 ALEXANDER J.. PIAZZA PSK INC. YNCERTIFIED T0: WYNNE BUILDING CORPORATION Surveying • Mapping • Consulting 619 SW Biltmore Street -- - Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 14-1716 LBf7280 Fax: (772) 340-2250 DATE: REVISIONS: ALEXAND J. PIAZ Professional'Surveyor do Mapper FB PG: I Florida Certificate No.: 6330 K:\BUILDERS\DWG2014\DWG\14-1716.dwg, 1/3/2014 3:03:32 PM