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Home My WebLink AboutSUBMITTED PAPERSOFF C USE.ONL'Y SECTION TOWNSHIP �� RANGE :140 MAP NO. ZONING LAND USE , 1 LOT CVG % L, b TAZ NO. FLOOD ZONE FIRM MAP # 15T FLR ELV 12 MAX HGT I CONST TYPE I WATER OCCUP TYPE G I SEWER MAX OCCUP C, I SPRINKLERS # OF FLRS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT I OT SPLIT (before 1/90) 1/90) REQUIRED A P PRO VED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPACT FEE FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE IMPACT FEE AREA /T' A Tlr%'KT\ SCHOOL IMPACT FEE GROSS ROAD IMPACT FEE DUE i Y I N TOTAL ROAD IMPACT FEE SCHOOL EDIT Y = - `:=; .: - _.;;>,�-�`��^;''S" 4L TOT. IMPACT FEE SCHOOL IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MIS C FEES ADDITIONAL ry N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE REVIEWED BY EXAMING DATE (( �1 I� I i� �Z 6 �g • (!/ COMPLETE INITIALS i bFFIGE �TSE; QNL.Y': DATE FILED:11 Q� PERMIT NUMBER: PLAN REVIEW FEE: RECEIPT NO.: �/ CERT. CAP. NO.: CONCURRENCY FEE: RECEIPT NO.:1� ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED JC,1E CpG -� St. Lucie County Building and Zoning . 2Virginia Avenue i ��_ • .�" SC/SCANNED Ft. Pierce, FL 34982-5652 f F�OR�OP D 72 462 1553 7 - - St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION lJ 1. LOCATION/SITE ADDRESS: c 2. S/D NAME: S pa n i - b Take T SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section 2 ti , Town Gh i p _4 6 G , a n d Range 40F 6. PAGE 7. BLOCK 8. LOT 5. PLAT - BOOK NO. NO NO. 9. PARCEL SIZE: ACRES/SQ FT6_LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Single family r-@sid—enee 11. SETBACKS (ACTUAL) FRONT: � BACK: \�\ RIGHT: SIDE O\ SIDE' TY PE OF CO NSTRUCTION ION (Che ck all appropriate rt ate boxe s) k] NEW CONSTRUCTION [ ] EXPANSION/ADDITION ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: Sqme [ ] INTERIOR RENOV ATION ATION [:c:] INDUSTRIAL Sq. Ft./CONSTRUCTION: �\V o 15. Sq. Ft. 1st Floor: VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: $ocig _ _C1T_. , zC 1.y q 11 i :11- cm 4 (L CITY: pnrt St I-11cie STATE: FI, ZIP 34952 PHONE (DAYTIME): 7 2) 8 7 R E; S 1'1 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): (_) CONTRACTOR INFORMATION ST. of FL REG./CERT #: rGr 0 3 5 99 1 ST. LUCIE COUNTY CERT #: O g q 9 u BUSINESS NAME: W)znne Development Corporation QUALIFIERS NAME: ADDRESS. 8000 S LTST, Suite 402 CITY: Port S T. i STATE: PT. ZIP 3 4 A1; 2 PHONE (DAYTIME): (may-8 7 =_5 51 3 FAX NO. (7 7 2) se 7 8 _ 7 6 S 6 email: ARCHIT/ENGINEER: Bradpn P. Rrar7Pn ADDRESS: 417 C`o onut Ave CITY: Stuart STATE: F'LT 21P 34996 PHONE (DAYTRVIE): (—) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: 11 ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that a] work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permit may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessor, structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be ne in cc with all applicable laws regulating construction and zoning. STATE OF FLORIDA STATE OF FLORIDA COUNTY OF -.-; t _ T.U, i a COUNTY OF c t - The foregoing instrument was acknowledged before me this 2rday of rn A y, 20 )a by Matthew I,Tl_@ W�ffgp is personally known to me or who has produced as identification. The foregoing instrument was acknowledged before me this 2,1rday of M,4 V ; 20-9 by Matthew T.�e W*rt1e who is erp sonally know to me or who has produced _ as identification. kQ1&W4AM 62-Y"21- SSiignature of N66Y Signature of N y ' / Type or Print Nam Type or Print amq„ p DOROTHY ANN HAFNER ; �pRY PUB, DOROTHY ANN HAFNER �ParP�e �_° * c+'� Notary P bli State of Florid; ;=o* *�� of Public - Statc of Florida Commission ts• ' Commission No. _(4Xmm. Expires Oct 2, 2012 ;N t ';fires Oct 2, 20i3 * y Commission # DD 827096 11P ; Commission # DO 827096 oFF.° � %P, ;,`,�°P Bonded Through National Notary Assn. Bonded Through National Notary Assi NOTE: TWO (2) F IR ACH SIGNATURE MUST BE NOT Z D. I THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIG. THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, C K OF THE CIRCUIT COURT - SAI17--LUCIE COUNTY FILE # 3709532 OR'DcOK 3395 PAGE 343, Recorded I Dl/2012 at 10:33 AV[ EX RECORDING -RETURN TO• PERMIT MOER: ('hi.tI:::,•i i.: rr:a•rraJ'Y,.,•'n: ,:r:lii,:,, L J j —'• r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real properly, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. I . DESCRIPTION OF PROPERly (Legal description and street address) TAX FOLIO NUMBER; 3-41 4 — 9 01 —1 7 0 1 — O 0 0 9 Spanish" SUBDIVISION 1L3ibCK TRACT LOT BLDG UNIT 1C'6�jN C��-\�, Section 26 Townshio 365 Ranop 40E 2. GENERAL DESCRIPTION OF IMPR OVEM ENT: single family residence 3.O WNER INFORMATION: a. Name �n1jr r r o R, i 3 ; n� r orz ar a t ] nrs b.Address 8000 S. US1, Suite 402, PSL, FL 34952 c. interest in properly l ,^' d. Name and address of fee simple titleholder (if other than owner) U, 4. CONTRACTOR 'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S_ US1, Suite 402, PSL, FL 34952 772-87A-991"3 (� S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: C� 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as provided by Section Florida Statutes: NAME, ADDRESSAND PHONE NUMBER: .Brantley 1 Silver Oak Dr. PSL, FL- 201-8418 ' 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice at provided in Section 7J3.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER:. f 9. Expiration date of notice of commencement (the expiration dale is I year from the dale of recording unless a different date :s / specified) ; 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AM —ER THE EXPIRATION OF •rHE NOl'10E OF COMMENCEMENT i 6RECONSIDERED 1Q1AeaQPe. dYtdENT5 LINDER CHAPTER 713 PART 1 EC'nON 713,13. FLORIDA STATUTES AND CAN RESULT 94 YOLfR PAYING TWi E F IMPROVEMENTS T Y UR PROPERTY A NOTICE OF COMMENCEMENT MUST Be RECORDED AND POST D N THE F R T F ST NSPECTTON. IF YOU INTEND TO OBTAUNFENANCiNG, CONSU4T WrTH YOUR • •'LENDER' R NEYBEFORE COMMENC W RKOR RECORDING•YOURNOTICE OFCOMMENCEMENT. Matthew Lyle Wynne, Vice—PrPsirlent Signature of Owner or" Print Name and Provide Signatory's Tillc/ORTcc Owner's Authorized Officer/Director/Partner/Manager State of Florida County of .ir 1.11 r i e - ,,��JJ The foregoing instrument was acknowledged before me this _��day of / ' / /7 . 20 . By Matthew Lyle Wynne ,as Vic -,- (Name of person) (Type of authority... e.g. Owner, officer. trustee, attorney in fact) For_Wynne Buildi-nq Corporation (Name of party on behalf of whom instrument was executed) Personally Known_Zorproduced the following type of 11): a e, DOROTHY ANN HAMER ; , o Notary Public • State of Florida 'Dole- -1y &Nd #4FAI ETC. My Comm. Expires Oct 2, 2012 Printed Name of Nolaz Commission N DO 827096 ( y Public) (Signature of aryPublic) (S1't'tt ""�1%°`F'? Be tied Through National Notary Assn. Under penalties of perjury. I declare that I have read the foregoing and Thal the facts in it are true to (he best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) o or Own er(s)' Au riled Officer/Director/Pariner/Manager who signed above: By: By R— 034a1001(R1-diot) STATE OF n nDinA . - 7,'1 r~ 1 Sv l Density Test Report DUNKELBERGER engineering & testing, inc. Project Name: Spanish Lakes Phase I Address: 28 Silver Oak Drive Project Number: PSL-09-3011 (BG 10.1) Permit No: 1206-0053 Date Tested: 7/27/2012 Client Name: Wynne Building Corporation Technician Initials: MC 8000 South US 1 #402 Report Date: 7/30/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pef) Optimum Moisture (%) Dry Density (Pcf) Cone Resistancel (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 107 12 106.2 --- 8.6 95 99.3 Pass 2 12 107 12 102.7 --- 8.6 95 96.0 Pass 3 12 107 12 102.0 --- 9.8 95 .95.3 Pass Type of Field Density Test: 1' ASTM D 1556 ry-� ASTM D 6938 r-,' ASTM D 2937 Minimum Required Compaction Based on: We AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 35817 Daily Standard Count: Density: 2153 Moisture: 719 Test No. Soil Type Elevation Test Location: 28 Silver Oak Drive, Structural Fill Front of house pad (footing subgrade) 1 1 0-12 2 1 0-12 Center of house pad (slab subgrade) 3 1 1 0-12 Back of house pad (footing subgrade) JR R-vu — O 0 5 Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade r NGVD r- M SL i✓ Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1) raig unkelberger, P.E. FL Registration No. 4.9932 00 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending ouf written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 - Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.1) Progress Report PR 32 10/16/2012 15:07 7728787556 WYNNE BUILDING mRP PAGE 02/03 St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, PL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary power Release Date: � w Property Address: v 1 Permit Number: Qr e r d 0r \.. , THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A. PERIOD NOT'TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing". have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for 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 MAX ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL PWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. DATE DAB CONTRACTOR SIGNS, ,a OCT 1 6 2012 X Ae2o'-f 7 4- 17- nel- - eo -m .5-3 !Pq, 104n1diiidling To 4pb!'�` V-0 Aril' Job' `§tpK1JnIo6d I Finish Unload: ob Leave.Job: Return Plant: 1 9- Customer Code: Customer Name: Customer Job Number; Order Code / Date: --,IEY HALL,' 1TR1JC5'L-'TE CONST 1. 2 Project �;'Projec mw- project P.O. Number, - u 41� il4ili-L ALI- WoRit LZ B At R01)0-1C:Y Vf-'�RVAAL- i'llp, V Ticket Date: Delivery Address: Map Page: Map/Row/Column: (°er—)RT t`.�T, wic, I E 27 1 27 19,80 1 S alivery Instructions Dispatcher: �D j Ticket Number: 4 L A— 0 3 Z?2 i 2 1 () 2 4 Due On Job: Slump: TruckNum!er. Driver Number: .. I Driver Name: End Use: BLDNGg EXT SHE .13. 43 5.00 V.)0i:r.53J.G1 I I LOAD QUANTITY CUMULATIVE QUANTITY BORDERED QUANTITY MrERIAL CODE 4 : PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 0 3, 0, 0-P rT P 11 k "i S AN 1) � —69 ED— 1E!jF,1C1+`lrZ(--3:—, �U,022 FU, EIATAL f �'H f rl I 3 DIV I RONVIT G 4 co 0, Cash CheckWAuth C a. Signaturet VlWelving Cash: Cash Received: Total,COD Order Amount to Collect Without Standby Charges: Check MIS Charge Comments, WATER ADDED: AL YARDS IN DRUM:./"LVT—, WHEN ADDED. SIGNATURE C11 LINE CROSSED AT OWNERS/AGENT'S REQUEST: SIGNATURE L3 LOAD WAS TESTED BY: Notice: Our drivers will make every effort'tb 'place materials where the customer designates, but the SPECIAL TERMS: Any water added Is at customers own risk. lfwaterls . 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. retu ad concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing m AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 6BUNIVERSAL PREV, TRK-, CUSTOMER LOAD NtJM a I This Delivery Ticket incorporates herein by reference Buyer ",s previously execrI-a Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Qu< Dn, if any, and Seller's Order Codirmati( icluding limitations of warranties), as if fully set forth on this Delivery Ticket (" -P = tment").. Seller will provide the Standard a. er,Vs 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 Tkordance with the Agreement. AGGREGATE 1 CEMENT l CONCRETE .PRODUCTS I 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 NIOS1.4-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 w�vw.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente- ejeeutada en su aplicacion, de credito); cualquier termino estandar, condiciones, del.. vendedor, propuestas del. vendddor y ,ord.en de confirmaci.on del vendedor (con limitaciones y garantfas), como acuerdo total'del ticket de eritie—a ("Conti={3to"): El"vendedor provee ra lcis tcrminos estandares y condiciones detal- lados en caso de asi ser requerid0"' Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fif&on entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contrcto; at menos que se identi fique con una rota al. frente de este docum.ento. FIAW 14 PLU." Ul"LM 0101.RIVI1LMA J {11 /Illy ILM7512 PILS,12 9 Z4911 IALIN 010 Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, gravy 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, coca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener rods de 0.025% de sil.icio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar .irri.tacion en Jos Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritacion en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforacion puede contener materiales s.ilicos, los cuales pueden causar silicosis pulmonar y cdn.cer si son inhalados. En caso de ser ingeridos, m.antenerse en temperatura cdlida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar ]a liberacion del amoniaco. La inhalacion del amoniaco puede causar toser, in-itacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente aI medico. El riesgo en la salud depende en la duracion y el. nivel de la exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use a antes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Ldvese las manor con jabon suave y agua despues del manejo de materiales. Evite i.nhalar auxilios: polvos. Si se expone a polvos mds de los limiter .recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhal.a polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus Ojos, ldvelos a fondo con agua. Acuda a atencion medica inmediatamente si to irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner; Suite 1900 V7 combinado Houston; Texas 77024 02/1.2 Para mds informacion visita www.cemexusa.com. 20-RUG-2012 00:01 FROM:SOUTH ;=^SST uiin4i'rb11 12:40 1/V4b• b 43 o/ L/D 11 BUILDER/CONTRACTOR: PEST CONMOL CONTRA PEST CONTROL UCEN5E 7723446042 SLC Aw Foes PWWC% FL 74962 62-21172 Fm 77 - M 11 j 4626443 IONS ATE OF TERM ; R �E WC'T10N Som ENT OR ADDRM: We, do undersig Wr hereby dwt wo h m p Weeted ft abwr subewrwmn t er mfto Di aaord r '!we wfth the sbwxb b d the Noma 94uwe hest Nam A � Cf1emlCeb used: �„ paw tape of seluum: 5 Total 9alta�a used: Debt of tnenir rme of'1Yee mwt TtesE _,Jtt1i� �tdTYmt _,,.,p At+tet y'laerd meat br s Gql , jft Aa b p~ w by des iwm* tbo dWW d mmagw LS czataft afoco e m pvAfts�he�/Get peanteitel tb �a xaWArbbig cbrtsir�s�i►pw%f• oMep►watxt che� Vm4 pffuntmn AMft2Affc Drd si0d% be av,p cdp & W 1*d bra .A SC Lu4ck ca ur" r"uk" lbtr i �iA i 6i�/fc. c./,/ Ar am* /mwkvd b1amD►a W c dw of eid� #aWfWw ar die doxxibed cc Pot. coad leevnt aid dib 401De I'll i m P.1/1 PAGE 01/01 cdotfcr datla). Gr I 'aid dbe of ftpb miuff- b►' of 1� 19 bf�t�f►d FJb �1 7M TAWDO6�f�{'jobaw �y a►eeAmwd► 6erbsen�t iieml tns"coois h r CO, a Fwma%am SUckw * be pl wd cm t ZZCGMC-X 54752655 Plant: Begin Loading: To Job: Arrive Job: Start Unload: ;` Finish Unload: Leave Job: Return Plant: 1�':��'. 1. far=. �^•'_ Customer Code: Customer Name: .i�s{:Y2r_,G{sEli (.uDi,t.: t HA-L[.ONrr`Rr'1-H Ct3N:S E Project Code: Project Name: x.i>n titir".. rtr 1 za--�� Ticket Date: Delivery Address: r_.rs i,. e_. vs�ir. :it•t . Delivery Instructions: t l t+ 3 Customer Job Number: Order Code / Date: Tyr f {_t,` 22, 1. Project P.O. Number. ' Order P.O. Number tL7j}�'i Map Page: Map/Row/Column =--. Dispatcher: Ticket Number: }} n -1l,: tiJ038-� 9 . Due On Job: Slump: ITruck Number. Driver Number: Driver Na End Use: {};': .�rJ 3. {,, 0 1 t_�{_l2 (r �` _ tttt t.a 1. i_l t��:�'3 (mn-e: f y I Ru!3J COL_Ei� AN 11 riri tt• rr-•• 1.' `-. �'y L`;�t�i'�} e ��Y rat_ LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 7.J Lc I7 -- r �. a f.• /Y; F. �r FUEL L.. FiC'' if i ,j ` :� 74,1-') E NY -Mf iNMENIT01- CI II•iRt`waE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: ^T,� ; fi".' k: WATER ADDED: GAL YARDS IN DRUM: L'� t tom. 4-0 - '. WHEN ADDED. OCT 2 5 2012 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results." No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL PPEV I RKr INVOICE This Delivery Ticket incorporates_hern ' ')y reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotat if any, and Seller's Order Confirmation ( 1ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will. provide the Standard Ter...,, -nd Conditions upon request. 13uyer ,grees 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 warn, 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 1VIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia a]. comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier termino estindar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca voleinica, 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, gran.ito, coca volcanica, 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 irritaci6n en los Ojos, quemaduras en piel. y ojos, y reacciones alergicas en la piel. Conereto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales sili.cos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. 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 liberaci611 del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y putmones. Acudir inmediatamente a] 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 pie]. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para p.rotecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mds informaci6n visita www.cemexusa.com. ZZCEMC-'X a: Plant: Begin Loading: To Job: Arrive Job: I Start UnoV". I Finish Unload: Leave Job: Return Plant: (-,)I- 16r: s Customer Code: Customer Name: 1:#-Itstomer Job Number. ram.. Order Code I Date: 3r,,,r',.. �.�Itir.l 1'IEa'.. ., r;a�rx;: rw �:r�r" , F'. t;�,= - ., Protect Code: Project Name'?oeCtP _ O. Number aa"' 4" r Order P.O. Number: 5.,.» rt`„t l ,'7..+t• . ^i^:<`ot«. Ticket Date: Delivery Address: ' Map Page: Map/Row/Column: "• = Delivery Instructions - . Dispatcher. �:iYl.�'t1 i_.'•� ;,�T ld.I j�• , _ r3�. _Jt) .,. rY n-.� �!*'.. -a -.. tt. Ticket Number. Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: t't5 ["it_;'r ,_— _ti]"'tia arf, •`r1 1'�I'= I_1'IZra1'1;+, LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY t•I r� � c: ti { ; •* r ' / . -:r. -�C 'i'ri''.t'ti :1 F 7.- r �4 4v r t !»j'! Cash Check # / Auth Code: Signature of Driver Receiving Cash: ' Cash Received Total COD Order Amount to Collect ] Check h Re Without Standby Charges: Charge Comments: WATER, YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE -CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE 1O LOAD WAS/TESTED BY: Notice: Our drivers will make every effort to place, materials where the custo'mer4esignAes, bus Q 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 agree. o t�{e is nd 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 ours fmaV 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 yesu)tsy o�credit for safety haniiling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived nless made in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 11 ®�✓ 68UNIVERSAL F'%?J� k! .1" RK 1t:3()25 ;s60 INVOICE L-OPM N�?± P" 'r <.IV 1, - This,Delivery Ticket incorporates her. ' y reference Buyer's previously executed — dit Application, if any, Seller's Standard Terms and Conditions, Seller's 0.uotati f any, and Seller's Order Confirmation (i ding limitations of warrantie ), �a.s i. fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0:025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega include como referencia al. comprador (ya previamente ejecutada en su aplicaci6n de credi.to); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confrrmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los tenninos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes rrrencionados 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, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita_ granito, roca volednica, arena, Brava, y otros materiates silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en Piet y ojos, y reacciones alergicas en la Piet. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, pie] y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En 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 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 Piet. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: 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, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexusa.com. 17-OCT-2012 01;53 .-FROM."SOUTH MAST ui/kw,2Ul2 12,40 4 PERMIT**' 1BUILDERICOWRACMR: pEST CONTROL CMNTRACMR: PEST CONTROL LICENSE *:'I 7723446042 SLC lWSPEK ram FL34902 E 01FilTERN sotL pvbmded VW abc We, this unftogrwA WebY OvW vat VA PAf A , st� �,,gmrm at Um Nmb Emn twmaw in =ordanm wfth ft Square fed N arm t rea6d:2 Parwaos of soludon: Diu Of Treamwab --footing go -Trot ,..�TreMent I TImlemm Wmat FGCUMLLIS Cammbmw elf0tod" I Adtwpm*w to AM" df*mw 7 St Lucia aunty fequkm fbr dw Tow ganom U90 Thms of Tr4ehna A ............. *b 5"t" lempt 0wvrN*wAw&,q* fop" Aw coo a 4626443 THENT 0 e, &Wmbfim I rift , ww/w P. 1/1 PAGE ovai ow,pwm scow wowpwwj*s 4fft sowbomg, am 60,6 suckor to be , lomd an 14-NOV-2012 06:04 FROM:SOUTH COAST - Uil,94",MV9 12;40 1 t2ft2b,,441 7723446042 jj SLIC I trace ►foraa, FL Fm CERTIM 0IFFYITERMr!"ET CON critilil Son TMU pERmrr #;— U NZ BUILDEpICONTRACMR: PEST CONTROL CONTRA PEST CONTROL UCENSE W% the ur4b"v4 MmbV cm wbm, wmn mmmo in S=dl $Qum feet N arm timbal: —Z pg=nftig of =Ukans 'o Dam co noonmot FoWng ..:end� WTVM P -T AP rmt wTrmt -1 Attar At jowhwomd*d lb mama Apkab 11 promft f cw AWAW iwpm &904-� mi tagpow amm Nuawmea", w zMeAdMIN't be St Lack CM*f rqqubn for t" Jon A . i 11 t. that we r*lcll: we the dWiduft of dw NM cher4cob use&, TOM gam" um Sofflan Pom cNt%il*ff&Fdm fop" fArAmwddj:iildAMWft WAr MWAW ldeili M*Nkr,, am m an &W Am'mrowgfqmbw and I tt-lod thr cat a pwr TO: I— / t:F-R r P. 1/1 PAGE 01/01 fbr %-,i VO 0 , mi 15 kopeemn ow meow nui*bp an #*J* r�rr�+tantjiaAl�a�ipr�� board Smog &WwwrAr mptW4 mMftpwWAM i�ft IMMW dfft jobubamn A" & "W*bw N* of sudw to belohmd cn s, n1i/14/2012 11:37 7728787656 WYNNE BUILDING CORP PAGE 01/02 Wynne Building Corp. (772) 878-5513 - Ph. (772) 878-7636 - Fax December 14, 2012 To: St. Lucie County Building Dept. Attn: Eileen Fax: 462-6443- 2 pages Good morning Eileen, attached is the insulation certificate for 28 Silver Oak - Permit 120 -0053 This was the last thing you needed in order to issue the C.Q. Once you have this in the system and you get a minute, can you please fax the C.Q. over to $78-7656. Thank you so much! Cheri 1'/14/2012 11:37 77287R7F;96 WYNNE BUILDINGCRP .Professional Insulators of South :Fjorida' FTC Insulation Installation Certiircats To: St Lvucie Coven Date: Se tember zd a0X2 Re: 12060053 Lotllllock: Address: 28 Silveer Oak .Drive Project: PAGE 02/02 rd CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Building Permit No. - 1206-0053 Parcel/Folio Nbr: 3414-501-1701-000/9 Lot # Block: Subdivision: St Lucie Gardens S/D Occupancy: Residential - 1 & 2 family dwellings Building Address: 28 SILVER OAK DR Legal Description: ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US#1 R/W-LESS RDRS/W (MAP34/26N) (277.43 AC) Permit Job NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE WITH 2 Description BEDROOMS/2 BATHS/GARAGE (REPLACEMENT HOME) Permit Finaled: 12/14/2012 Contractor WYNNE, MAT MEW L WYNNE DEVELOPMENT CORP 8000 S US 1 STE 402 PORT ST LUCIE, FL 34952 (772) 878-5513 Kenneth Arnold Building Official Friday, December 14, 2012 Date Printed NOTE: This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and/or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE TRANSMISSION VERIFICATION REPORT TIME 12/14/2012 12:45 NAME SLC INSPECTIONS FAX 7724626443 TEL 7724622165 SER.0 BROE5J278862 DATE,TIME 12/14 12:45 FAX NO./NAME 98787656 DURATION 00: 00: 25 PAGE(S) 01 RESULT OK MODE STANDARD ECM CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Building Peimlt No. - 1206-0053 Parcel/Folio Nbr: 3414-501.-1701-000/9 Lot # Block: Subdivision: St Lucie Gardens S/.D Occupancy: Residential - 1 & 2 family dwellings Ruilding .=Address: 28 SILVER OAK DR Legal Description: ST LUCIE GARDENS 26 36 40 B.LKS 1 AND 2 LYG ELY OF US#1 R/W-LESS Rl7RS/W- (M►-1P34/26N) (277.43 AC) Permit Job NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE WITTY 2 Description BEDROOMS/2 BATHS/GARAGE (REPLACEMENT HOME,) Permit 1Fina.led: 12/14/2012 Contractor WYNNE, MATTHEW L W'YNNE 17 W LOPMENT CARP 8000 S US I STE 402 PORT ST LiJCTE, FL 34952 (772) 878-5513 Kenneth Arnold Friday, December 14, 2012 Plant.- ' ,° Begin Loading: To Job: , Arrive Job: ' Start Unload: Finish Unload: Leave Job: . Retum Plant: Customer Code: Customer Name:. Customer Job Number: Order Code GDate: .' . ;'.t«t rtODNE 7r .. .. 13 / tµa8 03_/ 1.2 Project Code:: "Protect Namer Prnted P:O Number. Ortler p.0. Number 22y 3 ig p i tt^t Ticket Date: Delivery Address: Map Page: Map/Row/Column: 2' . e'IL�fEr4 3� `�6 ORS 'SAIN L U Ts� k v d. 4 S,81 1 Delivery InsCruct1ons = _ Djspato er -t a ":.a,h Ticket Number: =t q@-4 p r �rC 1 d .i. 5 . Due On Job: Slump: Truck.Number: Driver Number: Driver Name: End Use �.t & :" i :t„ { ,r l 1. { }{-Ji ,Eli, { l 9 t 4" 9*2,015 1`C33k. Y AI'�ll�O{'''.�! CC I A1...Dl'413, . �:,L-A LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT If,q xpf{. a3 s=t@aa4 r{sy PtpYwG r ,it ` F ,} y # r^ ` T, S,q iwR» P i1 „��I,,.j tW t 5 CIO,: , �., i+ .c�',wf.A4� t r j . — k y.Yf, " i�� HN Gh �rpro-W'w� 0. f j A py. p y^p � t t 9�y rt '`-�-9 'x§�d t+3 b'4'EOPi34'�° 4:.ITAt» .�,-4{'"1k3i.".l t Check # / Auth Code:, Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: FCash Check Charge WATER ADDED:. GAL YARDS.IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER S/AGENT'S REQUEST: SIGNATURE V Z C q LOAD WAS TESTED BY: Notice! Our drivers will make every effort to place materials where the customer designates,but the SPECIAL TERMS: Any water added' is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees"to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material. terms of sale and delivery and accepts concrete as is. Due to important factors which,.:are"out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important .control after delivery, this Company will not accept any responsibility for the finished results: No creditfor safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed' waived unless made to'(is in writing AUTHORIZED SIGNATURE: with in business day after the receipt of materials: 68UNIVERSAL S ` i is ,rrz!•°.a ;.t. ()t1!5—,7 ,,{.S CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms afid Conditions, Seller's Quot - i, if any, and Seller's Order Confirmation -.1uding limitations of warranties), as if fully set forth on this Delivery Ticket ("Anent"). Seller will provide the Standard T i and Conditions upon requ6st. Buyeragrees C, that, unless otherwise noted on the front hereof, all quantities .and items were delivered as indicated and further expressly--agre�-s to pay in accordance with tfie 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 bums and allergic skin reactions. I Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink. large amounts of water. Fly Ash may Contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skill. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de. entrega incluye como referencia Al comprador (ya previa.mente ejecutada on su aplicac16n de cr6dito); cualquier t6rmino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones, y garaDtfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes 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 so idlo-otj- fique con una nota al frente de este documento. WMIJU PL971,11 M",ALW;01k5,1 0101 LIZA W [VINIKU LI.&SJUDIUMMOM 'd 99 LHIMUN 0110 K&NMU-91 WININ Los productos de agregados son materiales naturales como .pledra caliza, dolomita, granito, rota vol.cAnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen ComentQ de tipo Portland, do albaffilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento 0brtland y productos de agregados como piedra caliza, dolomita, granito, coca volednica, arena, grava, y otro's materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener rnds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes , pueden causar imtaci6n en los ojos, quernadaras en piel y ojos, y reacciones al6rgicas en 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 triturafniento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. Ell caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grander cantidades do agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede cawar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quernaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende on ]a duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteeci6n en los ojos y ropa Primeros adecu * ada para protecci6D. Ldvese ]as manos con jab6n suave y agua despu6s del manejo de materiales. Evite infialar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: Ell caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada pox 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco time contacto con sus ojos, ldvelos a Tondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mAs informaci6n visita www.cemexusa.coni. zccmcx06 34 .t 2 "c< .,Plant:, .Begin :Loading: To Job:,, Arrive Job: Start Unload': Finish Unload: Leave Job: Return PIant.n Customer Code' Customer Name: Customer Job Number., Order Code Date: 3 X�l _Q3 I" Project Cods-� a"" -6 Order P' j6ct P. Numbs .0. Number., MUM E 41's iALL% 1A 0 MFt, -r- R M !'C' V, R B A 1%�PDDNNEIV Ep,'n 4L -J E L-' Ticket Date; Delivery Address' Map Page: Map/Row/Column: A e.It�7 i.�41 ' Delivery] structioni:� r. Dispatch Ticket Number: Z 5R R7 . a v t Due On Job: Slump: Truck Number: Driver Number: river Name: End Use:. ;I 1 (:)7"-. -9 N" 5, c - - I 1002,5 �J 1 7 ",�Si I C DELATORRE 1 0L-DNG,., ' LAS LOAD QUANTITY..PRICE CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION E7 AMOUNT Q f j 1 t5l�, U 5 Z mom s MR,", v, r : FE UL -vC �Ifs EUPtf4 -4 -EF V r+'.�,M+"�4 Au J, Cash Check Auth Code: Signature of DriverReceiving Cash: Cash Received: Total COD OrderAmount t0 "Collect rw Without Standby Charges: Check Charge Comnignts: -Opi 4 —777�7 WATER ADDED: G YARDS IN DRUM: WHEN ADDED. ✓ SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE U LOAD WAS TESTED BY: Notice: ibur drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at cuslomalg'�n 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. WXRINING: Prot may cause skin and/oxeye irritation, CAUTION: MateiiaI 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 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 informatid'n-fa—nd to the .. material safety data , sheets for adclltional� information:, returned concrete. buyers exceptions and claims shall be deemed waived unless made 'to us in writing AUTHORIZED SIGN IbRt;, - within one business day after the receipt of materials. 68UNIVERSAL 1-"IRL-.V TRK� E"S"a-08 LOAD NDigit .- 3 This Delivery Ticket incorporates hereiri'by reference Buyer's previously executed Credit Application, if any., Seller's Standard Terrns and Conditions, Seller's Quo-1:--m, if any, and Seller's Order Confirmatic ' icluding limitations of warranties), as if fully L� I set forth on this Delivery Ticket ("A ment"). 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 expres'slw* agrbes to pay in accordance with the Agreement. ii�l��ill��ill��l�ll��l�, 1� � I I' � I I, � I- , � l�, 1, 111r; � 911101W I'A 11 � � I I 1 11 Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolah (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 mater'ials.. These products, including fly ash, may contain more than 0.025% crystalline 'Silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye bums and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial q!y,Wa.y, Ste. 100 Vcombined Houstoii,'Iexas'77024 06 , /10 Forfurther infonr_t,t:A; please visit www.cemexusa.com. ,'81te ttqket,(Ie entrega incluye comq,,referencia al coinpradbv(ya vrev . jamente-ejer'Gtada_en su aNjcaci6n de cr6dito); cualquier t11 1 1 1 — I - ermino estindar, -coiidiciones del v6ndedor, y ordbn de cbnfiffmaci6n del vendedor (con limitaciones y _4arantias), corn acuerdo total del ticket de entrega (�'Con , tf`U6 El vendedoi los t6rminos estaffidares y condiciones detal- la4os en caso de ass" ser requeridos. Con este documento,T.rcomprdapr acepta los p1j;smos yii antes mencionados y quelas cantidades '46t&riales fueron entregados corn se expresa en D-1i rno- i- Ac'e'pv, pagar el ni�onto de acuerdo al corftrato; al menos que se identi- fie s con una nota al frente de'este documento. A�CxREGADOS/CEMENTO/PRODUCTOS�DE COWRETO / CENIZAS VOLANTES Los proEIu'ctos de agregados son materiales naturales como piectra cali2a, Oonjita granito, coca volc6nica, arena, grava , otros . 9 r) Y, materiale ' so' ,silicios. Los productos de cemento incluyen Cementde tipo Portland, de albahilerfa.. pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portl4n, y ptoductos de agregados como piedra caliza, dolomita, granito, coca volcdnica, arena, grava, y otros materiales silicio! ductos incluyen cenizas volantes (fly ash) ]a cual puede contener mis de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes, reactions al6rgicas en la piel. Concreto seco:5,, la zona respiratoria. Polvo del man.eJ6 on el tjit, -_silicos,, los cual.es-,pueden.cau.sar silicosis pull p( en temp�ratqra cdlida, reposar y tomar grande's�, La hurn6dad-*i'de, causar-la liberaci6n del, affi'i Seguridad- quem�Aduras,e n] _ a n-ariz,_ g.,%rganta y pulmon�,!�',. -den causarirritaci6n en los ojos, quernaduras en piely ojos,y vo de agregados, pueden causar i-iritaci6n en los ojos, piel y/o en miento, pulido, torte y/o perforaci6n puede contener rnateriales r-y cancer si son inhalados. En caso de ser inperidos, mantenerse idades de agua. Las cenizas volantes pueden contener amoniaco. Aco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o �dir ini-nediatamente al medico. El riesgo en la sapid depende en . .1 la duraci611 y el rdvel "le la.exposIclo exposition. Seguridad: Evite el contacto cod -o'jos y contacto prolongado con. la piel. Use guantes, protecci.6n. en los Ojos y ropa ]Mmeros adecuada para protecci6n. LdYeZJas1nanos con jabOn suave y agua despu6s del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos ma's de.j�.J'imites recomendados, use protecci6n respiratoria. Primeros auxifios: En caso de contacto eli; los ojos, inmediatamente fluya agua en ]a parte afectada por .15 minutos. Si se inhala polvo, exp6ngase a wire fresW. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 N5cotnbinado- Houston, Texa§ 77024 - 06/10 Para mAs informaci6n visita www.ceinextisa.com. zzCEMEX 54550640 ;2 Plant: Begin Loading: To Job: Arrive'�O& I Start Unload: Finish Unload: Leave Job: Return Plant: J Customer Code: Customer Name: Customer Job� Number: Order Code Date: WID ri Project Code: Project Name: Pr6ject P .0; Number . , Order P.O. Number. �08"l'-Ri,ii—t" 7 $ 4 QI,0R Ticket i— Date: Delivery Address: Map Page�. Map/Row/Column: R P 0 1 -�3 A I tT L I J C 1. 71 _2 Delivery Instructions:' Dispatcher: J4 z-, ia Lin Ticket Number: L .1, 9 5 ".'l- %: Truck Number: Driver Number: Driver Name: End Use: J 1. 092C�4 DAVE 0 1 Q11C3 BLDNG GLA On Job: Slump: Due CUMULATIVE ORDERED MATERIAL C PRODUCTION DESCRIPTION V ' UOM UNIT PRICE AMOUNT LOAD QUANTITY QUANTITY ODE QUANTITY 34,,, Qo -iV'1',7,,at ;$f, f L'6, o fl, )j", )-7 f tj� E 10NvC' TA� Cash Check# I Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges. Charge Comments: WATER ADDED: IL�CGAPL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUES-r. SIGNATURE S_TESTE�q, �?�,L'OAD-WA ZWIZ: h-A/ -- 1, Notice: Our drivers will make every effort to place materials where the customer designates, but the,, IAL TERMS: property line. Customer agrees to INV � -,y-<ater added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or p Is no longer guarante94. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sal.� and delivery and accepts concrete as is. Due to important factors which are out of/Wr may b—e,-tyaz-aiffous_10 your safety health. Please refer to the backside of this ticket for important control afterli6iivery; this Company will not accept any responsibility for the finishedMold-r&d " J�ty and . results., I ' Dor safety haaing-iffirmation, and to the-f6terial safety data sheets for additional information, returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in -writing AUTHORIZED SIGNATURES within one business day after the receipt ofmaterials. 68UNIVERSAL I-) R F-. V i-Rv CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quoi ' n, if any, and Seller's Order Confirmatio; cluding limitations of warranties), as if fully set forth on this Delivery Ticket ("Al vent"). Seller will provide the Standard] _ sand Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolani (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials.. These products, including fly ash, may contai.n,more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can caV��Iriono station, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause-irri; es, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may ��rtntain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large ,mounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be releanhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician alth 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa*.com. Este ticket de entrega incluye como referencia al comprador (ya pre-viamente ,ejecutada en su aplicacibn de credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estandares y condiciones detal- lados en. caso de asf ser .requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. MiKhtiAVOS / ULIVILIV'1'0 / YKOVUU'1'US VE UUIVC:KE'11) / U LINILAS VULAIV YLS Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcdnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo 1P), 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 sili.c.os. Estos productos incluyen cenizas volantes (fly ash) .la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Conereto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona resp.iratoria. Po.ivo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite .inhalar auxilios: polvos. Si se expone a polvos mas de los limiter recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco time contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexusa.com. ZZCEMC-X 54530627 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant:. Customer Code: Customer Name: ..r�.+t ', i �.� 3�kr `:} i !,lh'•l+- .. � ..r (._l. }}. i �i••..,.j I... '� � + Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number. Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: ,t(.r`�,,_ i•.../r.�.�(., LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY r E r,l co. rs i, Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge i Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. 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 termst;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 I - }; — .i . CUSTOMER This Delivery Ticket incorporates herein by referent; -Buyer's previously executed Credit Application, if any, Seller's Standard Tenns and Conditions, Seller's Quotat 'if any, and Seller's Order Confirmation (* -uding limitations of warranties), as if fully set forth. on this Delivery Ticket ("Ap nt"). Seller will provide the Standard Ter znd Conditions upon request. buy *r agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further -expressly arzus�t�o 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 dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia Al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6nnino estandar, condiciones del vendedor, propuestas del vendedor yorden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato'.'). El vendedor proveera los terminos cstandares 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 m.ismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES r. Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca vol.canica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiileria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen'cemento Portland y productos de agregados como piedra caliza, dolomita, f granito, rota volcanica, arena, grava, y otros materiales silicios. Estos-productos incluyen cenizas volantes (fly ash) la cual puede 1 contener mas de 0.025% de silicio cristalino. 1 Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritation en Jos Ojos, quemaduras en piel y ojos, y reactions aldrgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mante.nerse en temperatura cillida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar. la liberaci6n del amoniaco. La inhalation del amoniaco puede causar toner, irritation o quemaduras en la nariz, garganta y puhnones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las mans con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritation continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas information visita www.cemexusa.com. Sec6o� No, ,ra DESCRIPTION -2- LOCAL DESIGN CRITERIA (Table .2(1) unless noted otherwise) _ Floor live load (Table R301.5) �/ 5 psf Roof live load (Table R301.6) 3 '7 psf Ground snow load A/ /'o psf Basic wind speed % 1 D mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R30 1, 2. 1. 1) 1/ -e S Seismic design category (SDC) (Figure R301.2(2)J SDC C&D provisions (R301.2.2) onnne or ahimmir; RFCJI IIRFMFNTS (R303 through R305) BUILDING PLANNING (Chapter 3) Weathering area _L- �l r Q Frost line depth Termite area Decay area Winter design temperature �' Z Ice barrier underlayment required Flood hazards j`-1 1'4 EXTERIOR WALL LOCATION � -hour rating (R302) �than feet from lot line (R302.1, Table less R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Area Use ft� Width coilingLiving 7,n 120 T-0" T-0"-Dining 70 7'-0" 7'-0" Kitchen N.A. N.A. 7'-0" Bedroom 70 7'-0" 7'-0" 5'-0" Bathroom N.A. N.A 11 T-0" 1 ' 5'-0"t See Sections R303A & R303.3 for mechanical ventilation and artificial light t 6'-0" min. over plumbing rixlums. Required heating (R303.8) SANIT}TION (R306 and R307) f// Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) A/M Private disposal (Appendixl) B% floor area 4% floor area 8% floor area 4% floor area 8% floor area 4% floor area 8% floor area 4% floor area 3 square feet 1'/2 square feet . �Floorsurface noncombustible; sloped floor (R309.3) I'a Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.T square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) l %!� Window wells (R310.2) GLAZING (R308) /- (A Exit balconies (R311.2.1) 1-5 P Identification (R308.1) P Exit access or hallway ? 3' (R311.3) AV O Louvered windows or jalousies (R306.2)_477 exit fram/each dwelling unit (R31i.4.1) _- — —One E9Htd8e'' ra8T(RRr, i� d 7i /y' Human impact loadslhazafdous locations— __ (R308.31008.4) Ll Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) / Stairways; minimum width = 3'0'; maximum GARAGES AND CARPORTS (R309) stair rise = 73/411; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 6'6" / V No opening between garage and sleeping /14 (R311.5) dimension f room (R309.1) A/ Landings for stairways; minimum J opening protection (garage to residence); 36" (R311.5.4) j3lg" solid wood doors, 20-minute fire -rated IV1P Special stairways (R311.5.8) doors (R309.1) � Ramp slope (1:12 maximum) (R311.6) Al /� Penetrations (R309,1.1, R309.1.2) Ramp landing, minimum 3' x T (R311.6.2) Garage -dwelling separation; 1/2" gypsum board on garage side, except 51®" Type X re- ,p Ramp handrails; one required if slope > 1:12 (R31i.6.3) quired below habitable rooms (R309.2) -3- UVVELLING UNIT StF'AN/AI iury Arco "J Under stair protection (R'?" ').2) Handrails; required on or,:.. ;Je of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R3114 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5,7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised'floor suifaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Ttivo-family dw s: 1-hour fire -resistance rating (R317.1 . Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) /44 Continuity (R317.2J) Townhouse parapet (R317.2.2) Townhouse structural independence (R3i1.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R316) Location and interconnection (R313.2) Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) i v Proteclion required (Table R301.2(1), R3i9.1, --- //1/ 5-0' Labeling (R314.2) N N Surface burning, thermal barrier, specific ap- proval (R314.3 - R3M.6) WALLAND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) f/ Flame spread (R316.1) Smoke -developed index (R316,1) Attic (R316.4) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) �1^'".% Premises identification (R321.1) ACCESS ILITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) 01/ 0 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) f General (R324.1) 1 a Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) r Sill plate bolting in concretelmasonry = I/," di- ameter bolts or as required for unbalanced rill Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403. f.6, Table TINGGS-(R4-03)-------------- ---- ------ FQO-- - R 841(2i'i - &- Soil bearing value (R401.4, R403.1) Footings adjacent to slopes (R403.1.7) . ooting width (seepage 5) A10 Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 'e footing thick- ness (R403.i.1J Top reactions, support, anchor bolt spacing (fables R404.1(1) and R404.1(2)J Footings in SDC.0 or D.(R403.7.4 R403.1.3 and R403.1.6.1) Masonry and concrete foundation walls (�R404.1.1, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) 10 FOUNDATION WALLS (R404 - R406) 5DC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] TABLE R403.1 MINIMUM ww I H OF CONCRETE OR MASONRY FOOTINGS tinchPgl- LOAD -BEARING VALUE OF SOIL (p. 1,5v 2,000 i 3,000 �- >_ 4 000 conventionalli ht-famecanstruction 1-story 12 12 12 12 2-star i5 12 12 12 3-stor 23 17 12 12 4-inch brick veneer over fight frame or 11-inch hallow concrete misonry 1-slot 12 12 12 12 2-story 21 16 12 12 3-stor 32 24 16 12 8-Inch solid orfullY 1-star 2-story 3-story grouted masonry 16 29 42 12 21 32 1Z 14 21 12 12 16 Fars[: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa _-Am- ..,i t,,,,- fnnlinn wirllh k 12 inches. -a -a sinale wvlhe or solid or fully grouted 12-inch nominal concrete masonry units Is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407) Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R406.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade (R405) Removal of debris (R408.5) Soil class (Table R405.1) Dampproofing if basements are below grade* Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) ` If uninhabitable, see under-flbor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) _- Bearing 1:5" mI 1 i masonry or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6.1) Joists - Sleepingg areas, LL = 30 psf (Table R502.3.1(1)1 _ Lateral restraint and bridging (R502.7, R502.7.1) Joists - Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) [fable R502.3.1(2)] r Cantilevered joists (Tables R502,3.3(1) and _Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior - bearing walls [Table R502.5(1)] -Wood trusses (k502.11) Girder spans and header sppans for interior bearing walls [Table R502.5(2)] Draftstopping (R502.12) Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) STEEL FLOOR FRAMING (11505) Allowable span (Table R56 Cold -formed ste iplicability limits; in -line ! � End joints (R503,1.1) framing (R505.1., WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505,2) f Material (R505.2:1) Grade (R503.Z.1J Thickness (R503.?.1J. Identification (R505.2.2) /:7ZAllowable spans [Tables R503.2.1.1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)] Fastening (R505.2.4) installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Floor construction (R505.3) C?((//NXTE FLOORS (ON GROUND) (11506) Thickness: 31/2" minimum; Concrete strength /(R506.1) ns f1 fill = 8"; maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) %(R506.2.1) Base course: 4" thick with maximum 3/4n _ Base course: 4" graded with 2" maximum gravel or'/2" crushed stone (R504.2.1) 1/�aggregate (R506.2.2) i Moisture barrier: placed over base course Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RALL 601) `y' _sign (R601.2) Component and cladding wind loads [Table Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)J "- -Stud-grade-(fi'60�•2J—-- -- - ---- - -- �''� Exterior walls (R602.3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) �f 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) sV f Drilling and notching —top plate (R602.6.1) / � f D Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 9.1 Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and R602.10.3) J_ Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) 0- SAC D (R602.10.9, R602.10.11 and R602. ii) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (13603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) SHEATHING (R604 and R605) �— Wood structural panels (R %/ Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) �4or SDC C and D (R606.12) (% Unit masonry (R607) /L/ %- Multiple wythe masonry (R608) C7 Grouted masonry (R609) /`"'%' Glass unit masonry (R61W) WALL COVERING (Chapter 7) IOR WALL COVERING (R702)0- Wood shakes and shingles (R703.5) Plaster material (R702.2) ,1- rr4 faster support (R702.2.1) �ypsum board material (R702.3.1) Gypsum board support, application and fas- tening (R702,3.2 - R702.3.8) Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) General design (r 1 and R611.2) Type of ICF wall design (R611.3 - R611l Construction requirements (R60-7-R6114 CONVENTIONAL CONCRETE WALL CONSTRUCTION --I Z) �� /4Design basis (R612.1) WINDOWS & DOORS (R613) it V" f / General; window sills; performance; testing and labeling (R613.1- R613.4) GENERAAL (R801) 1/ _Design (R801.2 and R801.3) "Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) `y alb Fire -retardant -treated wood (RB02.1.4 (�- Framing details (R802.'4. t IV (1' Rafter tie (41 o.c.) (002.3.1) N/ Collar ties (4' o.c., in upper third of attic) (R602.3.1) Stone & masonry veneer (R703.7 & Figure —� R703.7); Steel angle lintels-4" minimum bear- ing each and (R703.7.3) ' Veneer ties: #9 U.S, gage wire or #22 U.S. gage by Its" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feel) (R703.7.4.1) - 'l rA Flashing (R703.7.5 and R703.8) �Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) Lateral support and bridging (R802.0) �.Framing of openings (R802.9) Wood trusses (R802. L.A. �:2ZRoof tie -down (R802.' I . 41 CEILING JOISTS [Tables R802.4(1), R802.4(2)] ou a is storage'tf: = lOpsf _ With attic storage LL = 20psf Spacing Species Grade ILI(4 Purlins (2" x 4" at 4' o.c. minimum) ��7.-�. I ______ Span (Figure p,. �, 3-1 _ Size f /v Bearing (R802.- —4i 4 e it- f Cutting and notching (13802 : 1. 6 Engineered wood products (R802.1. b .�- -7- RAFTERS [Fables R802.5.1(1)-R8(, 4(8)) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing !J Species Grade Span Size Hc:/HR; Adjustment factor STEEL ROOF FRAMING (R' General (R804.1) Structural framing (R804.2) Material (R004.2-1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof fie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R606A R806.Z t—PI> Grade ATTIC AG S (11807) Thickness Access requirements (807.1) Z-AllowablB TW allowable stresses/grading INSULATION CLEARANCE (R808) spans (Table R503.2.1.1(1))803.�.1, Insulation requirements (R806.3, R808.1) /''i'� � Installation (R803.2,3) ROOF ASSEMBLIES (Chapter 9) ROO�F.CL 51FICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) J Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical .___._characterisfiG%_identification (R904.2 R904.4) - — REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Gla}r and concrete file (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) -13- A"'.1 Wood shingles (R905.7) Wood shakes (R905.8) It-up roofs (R905.9) C, Metal roof panels (R905.10) Modified bitumen roofing (R905.i1) r� IZl Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roaflng (R905.N) Liquid -applied coatings (R905.15) Y�FCATION (R906) eneral (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) MASONRY FIREPLACES (131001) _ Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and Spark arrestors (R1 l•1) Wall thickness; >_V (R1003.10) Flue lining - materiaflinstallation (R1003.1f and R 1003.12) R1001,4) / Multiple flues (Ri003.13) Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) / Steel fireplace units (R1001.5.1) Inlet (R1003.16) I Lintel (noncombustible) (Ri001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.18) _ Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance 01001.11J Chi crickets _R1003u20J _ _ — Mantel and trim (Ri001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) _ Corbeling (R1003.5) lv Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) FACTORY-BUILTCHIMNEYS (111005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) RIOR AIR SUPPLY (111006) / _ 411 Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment (N110 i.Z, N1101.3) C/ Climate zone (Table N1101.2) beme ee gy conservation plan review record MECHANICAL (Chapters 12-23) j Appliance labeling (M1302, M1303) /ri f.f Appliance access (M1305, M1401) JOL- j /' AA piiance installation (M1307) c/ Heating and cooling equipment; hg4) and cooling load calculations (Chapter Exhaust systems (Chapter 15) :Z: Duct systems (Chapter 16) L Ell Combustion air (Chapter 17) Building envelope (N1102) Mechanical systems (N1103) Chimney (p er 10 andChapter 18) location terminations (Chapter jV fir pecial fuel -burning equipment (Chapter f9) oilerslwater heaters (Chapier20) A %%a Hydronic piping (Chapter 21) /t/ 1W Special piping and storage systems (Chapter ---- 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (RV7.3) Lq Application (G2401,1) General regulations (G2404) Pipe sizing (G2, Piping materials (G ,f14) Appliance location (G2406) Air requirements (G2407) Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G24 i 1) Piping installation ((32415 and G2419) Piping support (G2418 and G2424) f valves, controls, connections (G2420, G2421 and G2422) venting (G2425 - G2426) Misc appliances (G2423, G2429 - G2453) c� Water service location and depth (P2603, ifa ersuppty-and-distribution systerr4asigP-- _ _1_1, 4 nniritInfinnc /('.hanlar 79) Sanitary and storm sewer location and depth (P2603, P2604) k4l'J Piping support (Table P2605,1) Listed plastic materials (P2606) Plumbing fixtures (Chapter 27) C// Water heater size and location (Chapter28) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) rr4 Fixture traps (P3201) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) /V r Penetrations of fire -resistance rated assem- Zderrequirementseeand load calculations blies (E3. 3022) (E3604J n'al Listed and labeled materials (E3303) (%Service equipment and location (E3501, 3506) // Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507) . ---- --Required"b�ancti cireults (E36B3j-------- J V�7:Requlred iring methods (Chapter 37) lighting and receptacle outlets (E3601, E3803) Devices and lighting fixtures (Chapter39) �v i 2 Appliance installation (Chapter40) If/A Swimming pools (Chapter.41) _ GMiss? remote -control, signaling and power4im- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with Appendix E verified Provisions adopted (R102.5) RADON CONTROL MEASURES (Appendix F) V114,� Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (RM,' Compliance wii )endix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendi t`jl verified PRIVATE SEWAGE DISPOSAL (A ndi P vision adopted (Fj1�0 .5) C lance Appe ix erified G BUILDINGS AND STRL&TURES (ARP --endix J) J verified r l vVnowi is aUUjJL u it%r V-1 ql/ SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102,5) Compliance with Appendix K verified NOTES -11- c Si: "Lucie County Building &a Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at M (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 Lind uist • Plumbinq Supply Co. 19150 CFC057672 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 26rn-7 Waternroofina. LLC 3 2 9 Gas _CC('1 IIPERMIT ISSUE DATE: NUMBER: II ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: CQoz-�.It� State of Florida Certification Number (if applicable): (K> no 0 q 4 S •4- 0 E: to C6 ,AC i =1 1:- C , have agreed to be the (Company Name/Individual Name) e le c f ri ca 1 sub -contractor forMiry U(Type of Trade) 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 IGNATURE PRINT NAME DATE Business Name: 7' t 6.) 15 1 QG i Y, c, 1:Ni r Address: City/State/Zip: Phone: "7 7a— gL41-6`1466 email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT ' -I J 1. _ `= .1 BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT - 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 r\ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL. SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: Wade Case PRINT NAME Lindquist Plumbing& Supply co.. Inc. 3185 Sneed Road DATE City/State/Zip: Fort Pierce, Fl. 34945 Phone: 461-1969 email: lindquistplumbing@ymail.com nIVIPTC1 . TT.CF. ONT,V- PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �ORIO . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8 2 Ft R State of Florida Certification Number (If applicable): CAC 0 9 4 3 7 9 comfort Control of St Lucie County, Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at � 4 1—� (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 S NAT PRINT NAME Zimmerman DATE Business Comfort Control of St. Lucie County, Inc. Address: ] c;nl Ri 1 tmnra 4trPPi- City/State/Zip: Phone: OFFICE USE ONLY: email:' PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS n)tA- BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofirig -& waterproof_i_nq, LLC have agreed to be the (Company Name/Individual Name) Rnofi ncr sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at `C�S,�—. (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 z //,I- P142 Andrew Kriska zs V3`_�� IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: City/State/Zip: Phone: f 772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, aril the owner of the following described property:,3 Part of 3414-501-1701-000/9; Section 26, Township.36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepti. Ag 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 i.n granting this permit for the development of this property, St. Lucie County is neither obJ.iged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne oZ�� Property Owner Name Pronert��*wmer S:-A at�ure Date A STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS DAX OF % 20j' BYMatthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HASP'RODUCED pp , / AS IDENTIFICATION. /� f-C 1 TI/0 40o 1*-1 41YN 1-14•nle;2- SIGNATURE OF NO ARY TYPE OR PRINT NAME OF NOTA RY NOTARY PUBLIC TITLE (SEAL) MPO HY ANN HAFNER°w lic - Statc of FloridaExpires Oct 2, 2012�9rOF ion# DD 827096 gh National Notary Assn. Property Appraiser - St.Lucie `' mty, FL Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �A,UCIE 0 Site Address: 8000 S US HWY 1 ParcellD: 3414-501-1701-000-9 Secrrown/Range: 26 :36S :40E Account* 41242 Map ID: 34/26N Land Use: PRKG/MOBILE City/Cnty: St Lucie County Zoning: CG Ownership and Mailing Legal Description Owner: Wynne Building Corp ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US #1 Address: 8000 S US Highway 1 RM/-LESS RD RS/W AND LESS AS IN ORS 2535-243 Port St Lucie FL 34952-2357 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 27031300 Land Value: 8739600 Acres: 271.73 1/l/1900 0 / Assessed: 27031300 Building Value: 18291700 Ag.Credit: 0 Finished Area: 76025 SgFt Exempt: Taxable: Taxes: 549970.73 BUILDING INFORMATION 0) areouas�rass Exterior Features View: RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBit: 1987 Frame: - Grade: C - C EffYrBit: 1987 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1346 SecWall: - Interior Features BedRooms: 1685 Electric: - PrmintWall: - FullBath: 0 HeatType: AvgHUFI: 1/213ath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Land Use Type Measure Depth ASP2 - ASP2 LOW Y 1 7660 AV AV 1987 1 2800-PRKG/MOBILE XCS -Sq Feet 347500 2 2800-PRKG/MOBILE 130 -Site 1343 3 2800-PRKG/MOBILE XCS -Sq Feet 168035 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/prc.asp?prclid=341450117010009 6/1/2012 MIN. SETBACK REQ. FRONT 81 DES CNR SIDES REAR ZNG.R'N-q TECH"kitli w 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. ��c`� RE: M11323'- 62' Grand Carlton III with porch" MiTek /ndusfries,. /nc. 6904 P arks East,Blvd: Site Information: �L33s9� 1� Customer. Info: WYNNNE DEVELOPEMENT CORP ..Project Name: 62' GRAND CAlit IIL.WI H5PORCH-...Model: M1.1: Lot/Block: . :. Subdivision: Address: N/A- -City:. PORT ST-LUCIE State: • FL Name Address and: License #- of Structural Engineer -of Record,. If there is one, for the building.. Name: License #: Address - city: State: . General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings.Show Special -Loading Conditions): Design Code: FBC2010/TP12007 : DesignPrograrh:' MiTek 20/20 7.3 Wind Code: AS 7-10 Wind Sp'eed:. 165. ph Floor Load: N/A psf Roof Load:. 37.0 psf . This package includes 13 individual; dated Truss Design Drawings and 0 Additional Drawings: With my'seal affixed,to this.sheet; I hereby certify that l am the Truss Design. Engineer and this index sheet conforms to 61G15-31;.003, section 5 of the Florida. Board of Professional Engineers Rules; No: Seal#.. Truss.Name.• Date 1 1 T4886201.. A5 5/14/012 12 I T4386202 1 A6 ' 5/14/012 . 13 .. I T4386203 J A7 5/14/012 I I4 . • I T4386204 J A8 ' 1 5/14/012 15 IT4386206 A9' 161140U 16 I T4386206 A - 15114/012; 17 1T4386207 f GRA : 15/14/012 �8' T4386208 I GRB. .G 5/14/012- 1 �9 1 T4M6209' " I J2 . 15/14/012 -1 I 10 . I T4386210 I J4 15/14/012 111. '.I T4386211 ' . I J6' 15/14/012 1 112 IT4386212 -IJ8 : ,. 15/14/012 1 113 ' 1 T4386213 I KJ8 1 5/14/012 -1 gO 1? p y Indu t ie's, f nc.lunderrmy directs pert' sion based. on the, parametersk `�,,PS ; A� provided by Chambers Truss: �`�,`.�. •.,\ G E N sic e`yiL/,�, Trus$'Design Engineers Name: Albania'Thomas . 39 0 ...•: 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 truss STATE • OF , P g g . p tY Y . O �. components shown. - The.suitability and.use of this component" .,.` '•'c p P:•'N�; for.an articular buildin is.the.res onsibili of the building.S •••..a•Y. designer;:per ANSI/TPI-1 Sec. 2. ONA1-E%�`� FL Cert: 6634 :. :. May. 14,2012' .. •. Alb ani,._Thomas,... 1.o f 4 . Job Truss Truss Type Ply s2' Grand Carlton III with porch Ml1323 A5 SPECIAL �ty 9 7 Job Reference (optional) 6 russ Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2.00 12 10.6.4 17-0-0 20-4-f 2-9-15 6-5-12 3.4.8 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 YES BCDL 10.0 Code FBC2010/1'Pl2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 "Except' 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 4.00 12 5x8 = 13 12 US 7xl2 = 2x3 II 2012 Pagel ISbGTzGdvv Scale=1:59.7 CSI DEFL in (loc) I/dell Ud PLATES GRIP TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 244/190 BC 0.95 Vert(TL)-1.1913-14 >336 240 WB 0.59 Horz(fL) 0.39 10 n/a n/a (Matrix) Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2— 816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8=-2310/1411, 8-9=-2368/1397, 9-10= 3053/1724 BOT CHORD 2-14=-2890/5212, 13-14= 978/2035, 12-13=-1519/2823, 10-12= 1519/2823 WEBS 3-14=-350/372, 5-14= 259/273, 6-14=-1785/3313, 6-13=-254/513, 9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=611; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦♦`�`�t+uirrrrioo®o ♦♦♦ BPS A q poi ,��,� •�� E N,9 f 0 39380 Mrr + aTE r � Off• �� Q Q'••�=�� oo<`s•, OR�, ♦♦ • ♦♦ ooi®soS�O N FL Cert. 6634 May 14,2012 © WARMNG - Verify desgg. purmnet. and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE b4I1-7473 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. Wit 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 responsiblllity of the Additional bracing the is the the building pn� yY M!Tek' erector. permanent of overall structure responsibility of designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and tracing, consult ANSIMIl 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 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIS. Job Truss Truss Type oty Ply 62' Grand Carlton III with porch M11323; A6 SPECIAL 1 1 Job Reference (optional) unamDers I NSs Inc., tort F'Ierce hl. 34982 T1-0-Q 8-11-11 1-0- 8-11-11 4.00 12 2.00 12 7-0-5 48 � 4x5 7X8 = s Apr 23 2012 MTek Industries, Inc. Mon Mayy �14 09:54:13 2012 Pagel u FU M-iwY7grl6_KyOgB4im MBPusHg DM093McMLhB9pvzGdvu 2x3 11 3X6 Scale=1:61.7 0 r IC? 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.08 14 >371 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(fL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 174 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SYP No.2 "Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 5-14: 2x4 SP M 30 Installation guide. OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=-2292/1373, 7-8= 2300/1351, 8-9=-3064/1740 BOT CHORD 2-14= 2847/5159, 13-14=-1107/2312, 12-13= 1039/2147, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920, 5-13=-373/161, 6-13=-188/550, 8-12=-822/564, 8-11=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVI-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1111111111s1°° BPS A, 3938,0 =7- r ... i AT E m 0 R ®11111111 FL Cert. 6634 May 14,2012 ® WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED AUMKREFERENCE PAGE M1-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. �x 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 responsibiliity of the Additional bracing the Is the the building designer. For q p ek° i erector. permanent of overall structure responsibility of general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll 9ualily Criteria, DSB-89 and BCSI Building Component I l 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M17323 A7 SPECIAL 1 1 Job Reference (optional) chambers I russ Inc., Fort Pierce FI. 34982 Run: 7.340 S Feb 24 2012 Print 7.350 S Apr 23 2012 Mi reK Industries, Inc. Mon May 14 09:54:13 2012 Vagg0 1 1 D:W SJgpGwalPpeur6hk9UjG5yuFUL-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu 11-0•q 8-10-10 140-0 20-0-0 25-11-15 34-0-0 $5-0-0 1.0-0 8-10-10 5-1-6 6-0.0 5-11-15 8-0-1 1-0- Scale=1:60.7 5x6 A nn� 5x6 = I6 6 2.00 12 7x12 = 2x3 II 11 10.6-4 14-0-0 20-4-8 25-11-15 34-0-0 10-6-4 3-5-12 6-48 5-7-7 8-0-1 Plate Offsets (X,Y):[2:0-8-0,0-1-41,[7:0-3-14,0-1-8] [10:0-6-0,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) Weight: 164lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-10: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 4-11: 2x4 SP M 30 Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6= 2343/1400, 6-7=-3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=-1412/2782, 9-10=-1507/2803, 7-9— 1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10= 813/405, 5-10= 172/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111111 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II;°A S A 1 ��IO� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� P•,,,, ' q� �j 3) Provide adequate drainage to prevent water ponding. E N,3 ' • • �9 �� 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 ii will fit between the bottom chord and any other members. • • 6 3 9 3 8 0 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify * • �� capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.-O .•• b ATE • : ��o LOAD CASE(S) Standard �� •'�,� 0 R 4'•• \��` FL Cert. 6634 May 14,2012 Q WARNING - Verify design Parameters and READ NOTES ON 731IS AAID INCLUDED 107FX REFERENCE PAGE Pffl-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an indNidual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of bulding 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 n ��r��= 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 lt Vlt 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSO or proposed by SPIS. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A8 SPECIAL 1 1 Job Reference (optional) ,uv�a „uvv ui ui, rro,�v ri. uYvve Hun: /.J40 s r-eD Z4 2U7'L vnni: /.JbU S Apr'LJ'2U1'2 ra I eK Inaustrles, Inc. Mon May 14 uu:b4:14 2012 rage 1 ID:W SJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkle5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt r1-0 Q 8-8-4 12-0-0 15-8-4 20-4-8 22.0-0 , 24-8-12 34-0-0 $5-0-Q 1-0-1Y 8-8-4 3-3-12 4-8-4 1-7-8 2-8-12 9-3-4 0- Scale=1:60.7 4.00 12 5x6 = 4 14 3x4 = 2x3 II 5x10 6 15 7 11 2.00 12 7x12 = 3x4 = Plate Offsets (X,_Y):[2:0-8-0,0-1-41,[7:0-5-0,0-2-01,[9:0-3-14,0-1-81,[12:0-6-0,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(l1) -1.19 9-11 >336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:171 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Harz 2=117(LC 7) Max Uplift 2= 816(LC 8), 9= 816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5482/3092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=-2547/1492, 8-9=-2889/1682 BOT CHORD 2-13= 2844/5195, 12-13=-1697/3196, 11-12=-1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13— 938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=-252/222, 7-12=-297/322, 7-11=-2761705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. ,o111 � 111/111 2) Wind: ASCE 7-10;165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL--1.60 %% 0 • • • • . Le �� 3) Provide adequate drainage to prevent water ponding. 0� • , . , • ,•'� G E N S •• -9 �i 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 ��.� ; • �- F ��,�z 39380 will fit between the bottom chord and any other members. 0 k - 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVI-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at e r:Q�'. ,� joint 9. ATE :• 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •• v LOAD CASE(S) Standard ii�� ••• 0 R &%� oo�sS®11 A� E��`�� - N i FL Cert. 6634 May 14,2012 ® WARNING - Verify design parameters and READ NOTES ON 3NIS AND INCLUDED MITES REFERENCE PAGE MI 7473 BEFORE USE. Deslgn valid for use only with MiTek connectors, This design Is based only upon parameters shown, and Is for an InclMdual building component. Applicabillty of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracingshown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the r► erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding IV I ffek' foloricatfor'L 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 Taus Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty ply 62' Grand Carlton III with porch M11323 A9 HIP 1 1 Job Reference (optional) fibers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 1 D:_etC 1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkle5FILfuK3ieQ3q 13mg2onKWaLxiLLzGdvt r1-0-Q 6-7-15 10-0-0 15-2-14 20-40 24-0-0 27-4-1 34-0-0 35-0-0 1-0-0 6-7-15 3-4-1 5-2-14 5.1-2 3-8-0 3.4 1 6-7-15 1-0-0 4x4 4.00 12 3x4 = 16 5 5x10 Scale=1:58.7 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3X4 = 10-0-0 20-4-0 24-0-0 34-0-0 10-0-0 10-4-0 3-8-0 10-0-0 Plate Offsets (X Y): [7:0-5-0,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(fL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 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) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Harz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9= 270(LC 8), 13=-91O(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/687, 3-4= 882/468, 4-16=-801/463, 5-16= 801/463, 5-6=-378/797, 6-17=-378/797, 7-17=-378/797, 7-8=-89/270, 8-9=-312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=-244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13= 1191/752, 6-13=-263/230, 7-11=-158/383, 8-11=-424/384, 7-13=-818/443 NOTES �A`91111f/1s 1) Unbalanced roof live loads have been considered for this design. �o9a`{�S /� J* 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; %% . ........ Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� , •'� G E N S' • • '9 �� 3) Provide adequate drainage to prevent water ponding. F �! 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O 39 80 --- 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 a * • — will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. +' AT LOAD CASE(S) Standard .(�, sip �� R • • G� %%` i��ssoO N Al- %,®% ®11111111 _ FL Cert. 66334 May 14,2012 AWARNING -Venfydesign parcanetersand READ NOTES ONTATSAAID INCLUDED At7TEKREFERENCEPAGE MI-7473BEFOREUSE. Design valid for use only with Mifek 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 - hot truss designer. Bracing shown fat is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Additional bracing p q �q�� erector. permanent of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSE-89 and BCSI Building Component �V r 6904 Parke East Blvd. 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 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss cuss Type Qty Ply 62' Grand Carhon 111 with porch M11323 A COMMON 9 1 Job Reference (optional) ioers Truss inc., Fort Pierce Fi. s14saz Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUD0gX21 VVCfgALelfuy9i Kzg D71 SbGTzGdw r1-0-q 6-7-13 12-413 17-0-0 21-7-3 27-4 3 34-0-0 35-0-0 1-0-0 6-7-13 5-9-0 47-3 47-3 5-9-0 6-7-13 1-0-0 4.00 rl2 4x4 = 19 Scale =1:57.8 1 2 I6 6 3X6 7�- 11 15 -' 14 12 3x6 2x3 11 4x6 = 3x8 = 3x8 = 4x6 = 2x3 I 5-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(fL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Harz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) PLATES GRIP MT20 244/190 Weight: 163 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=-2655/1658, 6-18= 2595/1654, 6-19=-2595/1654, 7-19= 2655/1658, 7-8=-2606/1555, 8-9= 2656/1547, 9-10=-3245/1839 BOT CHORD 2-17— 1635/3008, 16-17=-1635/3008, 15-16= 1635/3008, 15-20= 928/1921, 20-21=-928/1921,14-21=-928/1921,13-14=-1635/3008,12-13=-1635/3008, 10-12=-1635/3008 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=-600/407, 6-15=-523/891, 5-15=313/304, 3-15=-599/407 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=3.0psf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6= 44, 6-11=-44, 2-20= 20, 20-21=-50, 10-21= 20 `%0S II Afill,? 39380 r f • o, a AT E e fO N AC 'c '-%�• F---FL Cert. 6634 May 14,2012 W - Verify design parameters and READ NOTES ON THIS AND INCLUDED M TEKREPERENCE PAGE 16T7473 BEFORE USE. Des gn valid for use only with MTek connectors. 41s design is based only upon parameters shown, and s for an Individual building component. �A Applicab lity of desgn parameters and proper Incorporation of component is respons bility of building designer - not truss designer. Bracing shown s for lateral support of Individual web members only. Additional temporary bracing To Insure stability during construction is the responsibiliity of the Additional bracing the A q T.permanent of overall structure Is the responsibility of The building designer. For general guidance regarding fabrication, quality control, storage, de Nery, erect on and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component IV I ilk Safety Informal on available from Truss Plate Inst tote, 781 N. Lee Street. Suite 312 Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSO or proposed by SPIB. Job Truss Truss Type aty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=43(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:12 2012 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21VVCfgALelfuy9iKzgD71SbGTzGdw FL Cert. 6634 May 14,2012 Q WARNING - Verify design parameters and READ NOTES ON7WIS AND INCLUDED IY=REFERENCE PAGE bill-7473 BEFORE USE. Delign valid for use only with Mffek connectors, This design is based only upon parameters shown, and is for an Individual building component. Applicab lity 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 responsiblllity of the p i erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding I Iy ek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 312, Alexcndda. VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City P y 62' Grand Carlton III with porch M11323 GRA HIP 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 MTek Industries, Inc. Mon May 14 09:54:15 2012 Page 1 1 D:_etC1 cxC3ixVV?huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs ,1-0-q 8.0-0 11-1-1 17-0-0 ,18-6-0, 22-2-2 , 26-0-0 , 34-0-0 $5-0-q 1-0-0 8.0-0 3-1-1 5-10-15 1-6-0 3-8.2 3-9-14 8-0-0 1-0-0 4.00 12 7x10 29 28 27 3x6 11 3x6 = 6x8 = Top chord must be braced by end jacks, Scale =1:60.7 roof diaphragm, or properly connected 4x4 — purlins as shown. 26 6x8 = 6x10 19 22 23f7 I1I1'25 o 24 4x4 = 3x6 = 6x8 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.26 2-29 >489 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP M 30 "Except` TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Harz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26= 1472(LC 8), 22= 648(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/309, 3-5=-358/948, 5-7=-616/1259, 7-8=-616/1259, 8-10= 616/1259, 10-12= 616/1259, 12-13— 616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-18= 616/1259, 18-20— 2145/1219, 20-21= 2145/1219, 21-22=-2236/1203, 6-9=-163/310, 9-11=-154/376, 11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=-834/497, 25-26=-373/630, 24-25=-373/630, 22-24=-1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=-766/630, 5-26= 501/320, 13-26=-918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24= 36/367, 4-5= 562/478, 19-20=-345/311, 14-15=-509/387 8-0-0 PLATES GRIP MT20 244/190 Weight: 194 lb FT = 0% Structural wood sheathing directly applied or 3-11-10 oc purlins. Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. FL Cert. 6634 May 14,2012 a W - Verify design parameters and READ NOTES ONT111S AND INCLUDED 107EKREPERENCE PAGE b9II-7473 BEFORE t/SE. 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 trios designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the Additional bracing the is the np� Miy eka erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPil 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 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by Al -SC or proposed by SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 GPd1 HIP 1 1 Job Reference (optional) GnamDers I was Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:15 2012 Page 2 1 D:_etC1 cxC3ixVV?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection devioe(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 21-23=-44, 2-29=-20, 24-29= 47(F=-27), 22-24=-20, 3-11 =-1 03(F=-59), 11-21= 103(F=-59) Concentrated Loads (Ib) Vert: 29= 555(F) 24=-555(F) FL Cert. 6634 May 14,2012 A& WARNING - Verify design parameters and READ NOTES ON7'HIS AND INCLUDED Mi7ZKREPERENCE PAGE PW-7473 BEPORE USE. '�■■■�■ Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. �a Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Additional bracing the Mew erector. permanent of overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component � V� t 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSO or proposed by SPIB. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 GRB �Qty HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FL 34982 stun: 7.340 s reD 242012 rnm: 7.3Du s Apr za zui z M„ ex mausumes, inc. mon may l q ae:Dgll o [a, a rage , ID:SrRaEyyrgO4M78G4raWBLWyu UJ-7VEGItn_HFLyXfpGRUk6VUVC7ZVYGkYpIfQpPEzGdvr r1-0-q 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 35-0-Q 1-0.0 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 1-0-0 ci 6 4.00 F12 5x10 % 3x8 = 4x6 = 5x6 = 5x6 = 3 16 4 5 6 17 7 Scale=1:58.7 3x8 = 10 14 10 11 11 3x4 = 3x6 II 5x6 WB= 3x4 = 6x8 = 3x6 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/i'PI2007 CSI TC 0.92 BC 0.62 WB 0.71 (Matrix) DEFL in Vert(LL) 0.19 Vert(TL) -0.33 Horz(TL) 0.08 (loc) I/deft Ud 2-15 >999 360 2-15 >727 240 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 150lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11), 12=3442/0-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Harz 2=77(LC 7) Max Uplift 2=-892(LC 8), 12=-2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3629/1916, 3-16=-1930/1173, 4-16=-1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8— 829/387 BOT CHORD 2-15=-1695/3431, 14-15=-1717/3497, 13-14=-1717/3497, 12-13=-992/1974, 11-12=-2381/1356,10-11=-2381/1356,8-10=-2701731 WEBS 3-15=407/1219, 3-13= 16611791, 4-13=-211/942, 4-12=-4730/2565, 6-12= 2457/1572, 6-10=-1766/3430, 7-10= 356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. `,,�►6111111/�,�, ,�!��• P,S A. q ��If % • • • �e �i� 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; `%%:, 0 . • •, .. . G E N S • • • 9 �i �, 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. - A ; 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 393800 -- = * �• -- +,ice 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at cQ :� ✓" . f� m joint 12 and 384 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. [ T E e 0 0 ••.'c� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 00 T Q P .' ��,�� i O R 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the . G e% ��i `sS • • responsibility of others. back ��I�O N M 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=-44, 3-7= 107(F=-63), 7-9= 44, 2-15=-20, 10-15=-49(F=-29), 8-10=-20 May 14,2012 W -Verify design parmneters and READ NOTES OMMS AND INCLUDED Aff=REFERENCEPAGE tiff-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 responsiblllity of the p A �r��• 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component OVA 6904 Parke East Blvd, Safety Information available from Taus Plate Institute, 781 N. Lee Sheet Suite 31 Z Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job TrussTruss TypqTruss ly 62' Grand Carlton III with porch M11323 GRB ]HIP 1 1 Job Reference (optional) LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=-555(F) 10=-555(F) Hun: f.34u S reD 24 2U12 Print: 7.350 S Apr 23 2012 MI I eK Industries, Inc. Mon May 14 09:54:16 2012 Page 2 ID:SrRaEyyrg04M78G4raW BLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr PS f A . 6 3 380 ATE 'fib ss®ONAt— 0 FL Cert. 6634 May 14,2012 0 WARMNG -Verify design parameters and READ NOTBS ON THIS AND INCLUDED i17f7EiKREPERENCE PAGE M 7473 BEFORE USE. !� Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. �a Applicability of design parameters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the Additional bracing the is the A M!rek erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from 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 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J2 MONO TRUSS 8 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. Mon May 14 09:54:16 2012 Page 1 IDW ?zSIzTbJCDIIrGPH1 QukyuFUI-7VEGItn_HFLyXfpGRUk6VUvOOZd5Gvfp1 fQpPEzGdvr -1-0-0 2-0.0 1-0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale =1:7.7 3x4 = 2-0-0 r LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Harz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3--48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL--4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �e�`u i o irrri�s 38Q, ' - * =ram ATE . o FL Cert. 6634 May 14,2012 © WARMNG - Verify desfg. parmnad m and READ NOTES ON THIS AND INCLUDED MI7EIf REFERENCE PAGE MI 7473 EEPORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �4 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the Ip �r�� M 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/fell 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 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS e 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 MTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:PDYLfd_5MdK4MSQTz7ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr -1-0-0 4-0.0 1-0-0 4-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.01 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(f L) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010frPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=69/Mechanical, 2=18510-8-0 (min. 0-1-8), 4=36/Mechanical Max Harz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=-188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.0 PLATES GRIP MT20 244/190 Weight: 14 lb IFT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 8=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard oe0111i i eft,, A. �.` x '\CEN8• • 30 9380 a � Xr TA NE e sO N AL E%.�`• FL Cert. 6634 May 14,2012 0 WARMNG - Verify design parameters and READ NOTES ONTH16 AND LNCLUDED 1IMEKRP.PERENCE PAGE VW 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 responsibility of the Additional bracing the Is the p� it I eke erector. permanent of overall structure 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 IV I Iy 6904 Parke East Blvd. 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 06/0112012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type Oty Ply s2' Grand Carlton III with porch M11323 J6 MONO TRUSS e 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 MTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz j7xSx_c_fXi4uz9yuFUG-bhoeW Dod2Zfp9pOT?CFL2iSOszpy7MvyGJ9MygzGdvq 1-0-0 6.0.0 1-0-0 6.0-0 Scale=1:14.2 3x4 = 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES ' 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at I II1' 111111,, 2. joint 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,,`__ttt%t ��`Q\�`P' • •E• A<e'/�� NS4s, LOADCASE(S) Standard ��•�•�\C -6 �39380 AT ° 4 O R S�D Edo,. FL Cert. 6634 May 14,2012 Q WARNING - Verify design parameters and READ NOTES ONTHIS AIW INCLUDED MITEKREFERENCE PAGE D1rI-7473 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. �a Applicability of design parameters and proper incorporation of component is respordbility 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 A A �r��a M 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 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101 /2012 by ALSO or proposed by SPIB. Job Truss Truss Type Oty P y 62' Grand Carhon III with porch M11323 J8 MONOTRUSS 20 1 Job Reference (optional) unambers I russ Inc., I -on Pierce H. 349132 3x4 = Hun: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MI I eK Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz_j7xSx_c_fXi4uz9yuFUG-bhoeW Dod2ZTp9pOT?CFL2iSUGzwn?MvyGJ9MygzGdvq 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.15 2-4 >613 360 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2=-250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. O�• G E N S <e'9A'�'ii ,p y_ ✓ or ATE �''� I�i�►��ieeee�� FL Cert. 6634 May 14,2012 0 WARMNG - Verify design parameters and READ NOTES ONTHIS AND INCLUDED IMEKREFERENCB PAGE M-7473 BEFORE US& 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 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01 /2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 -1-5-0 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc, Mon May 14 09:54:17 2012 `agge 1 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq 11-3-0 3-11-12 Scale=1:20.3 3x4 = �w 3x4 = 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(fL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Harz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1116/488 BOT CHORD 2-7— 656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=-12201720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for 10.0 bottom live load nonconcurrent with any other live loads. fil,�I�i a psf chord ° by A, 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 2-0-0 wide will fit between the bottom chord and any other members. ®1%_eA S <�• • • • q�e ese 5) Refer to girder(s) for truss to truss connections. bearing 204 Ib 4, 325 lb ,O\v`P. % % xx •° •� G E Nis A� 6) Provide mechanical connection (by others) of truss to plate capable of withstanding uplift at joint uplift at 2 277 lb 6. �� joint and uplift at joint "Semi 0 39380 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. * 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Z� ATE 4U Uniform Loads (plf) i Q Vert: Vert: 1-8=-44 Trapezoidal Loads (plf) ee �• �� "° \��`� eie�is 0 R k C? Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) `e e'�1,SBO N A- 111 1�;;.'`� FL Cert. 6634 May 14,2012 Q WARNING - Verify design parwnetem and READ NOTES ON THIS AND INCLUDED MITEKREFEIRENCE 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. �x Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not fruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during constniction is the responsibillity of the p ek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1 V 101q fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/19' For 4 x 2 orientation, locate plates 0-'rig' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) I 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades © 2012 MiTekO All Rights Reserved MM W1 0 MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g, diagonal or X bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1, 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1, 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. F�O.RM,S05-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. 'j�� i,Permit Street: ?�� Office: City, State, Zip: - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: 'Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0, 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and 4�8 ST,gr O this calculation are in co pliance with the Florida Energy specifications covered by this = �O,t, Code. calculation indicates compliance �ii,�b' = ,zs - r�`�� wit the Florida Energy Code. � nrrr'�-I .;f�3• PREPA I�,BY: B ore construction is completed wdi _ ` DATE:'Afi`� is building will be inspected for compliance with Section 553.908 I •: a I hereby certify that this building, as I is in compliance Florida Statutes. with the Florida Energy Code. G'oD WIS 01NNE`R%, GE BUILDING OFFICIAL: DATE: - Compliance requires certification by the air handler unit n �tu NO.The air handler enclosure qualifies as certified factory -sealed inrnc i h 3.. .,. - Compliance requires completion of a it pier t o Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 '1 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE , FL, - CLIMATE / v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ftZ ____ 0 0 1 ROOF V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ftz 0 ftz Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ftz 0.1 Wood 5/15/2012 9:20 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 1 ,4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall TypeSpace R-Va o 1 N Exterior Concrete Block - Int InsMoomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomsInBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsRoomslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 ' 5 W Exterior Concrete Block - Int Ins8IoomSInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InSBl00mSInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int Ins l00mSlnBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall V Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N " 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 .f I . � COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 _ HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftZ DUCTS / ---- Supply --- -- Return -- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ftz Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan X Feb Xj Mar A r Ma [Xj Jun Jul ] Au [X Se [X] Oct [X] Nov X Dec He f Jan IX � Feb 1 Mar r XApr JXJ 1 MaY [X] Jun IX Xj Jul r X] Au[X�SeP IX [X] Oct (X] Nov X DecVentin [X Jan X Feb Mar XApr May [X] Jun X Jul X] Aug [X Se [X] Oct [X] Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (VVEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 .FORM•4h05-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method -ADDRESS: PERMIT #: FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 - ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftz b. N/A R= ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ftz 6. Conditioned floor area (ftz) 1446 b. N/A R= ft2 7. Windows— Description Area R a. U-Factor: Dbl, U=1.30 11 Ducts 114.00 ftz a. Sup: Attic, Ret: Attic, AH: Attic R ftz 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ftz SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Ca p: 40 s gagall . a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ftz a. Electric 0.lon b. N/A R= ftz c. N/A R= ftz b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be in talled (or exceeded) in this home before final inspection. Othe 'se, a new EPL Display rd will be completed based on installed Code complian e . BuiCder Si taaftlre Date: Address of New Home: -N City/FL Zipr`� 3yq�� *Note: This is nota 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 FILE rid. it ,?,,Rrgy Conservation, if not DEFAULT. EnergyGauge®-USA- FlaRe62010 Section 405.4.1 Compliant Software J Project Summary Job: -+ wrightsoft® Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PI RCE, FL 34983 � Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Construction quality Fireplaces Area (ftZ Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 12448 12448 0.45 0.23 94 48 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L % Relative humidity 50 Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A Cond 25HBC530A AHRI ref no3676266 Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output 28400 Btuh @ 470F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat ,. -- ad risible heat ratio 0.82 Calculations �6'ove 'by A f all r _uirements of Manual J 8th Ed. 19 Wrl htsoft" 2012-May-1509:1ge1 9 Right -Suited Universal 2012 12.0.04 RSU05864 Page 1 AC(>- E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N Load Short Form Job: - wrightsoft@ Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880. Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 4,83 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 M S B D R M 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 B D R M 2 196 3577 2100 166 100. rn_ n4 4 177 A') 1 A IVI/10 I t:m LHV L E� r rtil Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 rt /4CCip1 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 2012-May-15 09:13:19 Page 1 Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 rr.rnr. AAAL l)A AOA 71]7A7 nA7 OA7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw O! 091 , n 2.55 2.18., 315 246 627 537 0 0 10 . 0 1A-rlomd 1.270 n 35.56 26.39 39 0 1387, 1029 0 0 0 0 N 2A-2ob 0.630 n• 17.64 22.24 15 0 265 334 0 0 0 .0 2A-2om 0.840 n 23.52 25.39 15 0 353 381 0 0 0 0 11 W. 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 �--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55. 2.18 124 83 211 181. , 48 27 69 59 2A-2om 0.840 s 23.52. 25.39 20 20, 470 508 0 0 0 0 D 11J0 0:600 - s 16.80 17.40 21 21- 3531 355 . 21r,21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34' 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.1"8 282 276 702 662 0 `0 ' 0 0 L--G 2A-2om 0.840 w 23.52 66.18 6 1 141. 397. 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 1213-Obw 0.097 2.72 0.85 204. 204 554 174. 80. .80 217 68 C 1613-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 1.37 2.08 66: 56 77 117, 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 1 1 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% _T 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947. 53 32 _ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft' 2012-May-15 09:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 Ar--C*` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoftRight-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft2 45.5 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftz °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 12C-Osw 0.091 n 2.55 2.18 196 157 400, 343 0' 0 0 0 1A-r1omd 1.270 n 35.56 26:39 39 0, 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22:24 0 0 0 0 0 0' 0 0 2A-2om 0.840 n 23.52 25.39 0 0' . 0 0 0 0 0 0 11 IW 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 �--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52.25.39 0. 01 0 0 0 0 0 0 D 11J0 0.600 s 16.80' 17.40. 0 0':. 0. 0. 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 L-G 2A-2om 0.940 w 23.52 66.18 0 0 0 0. 0 0 0. 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0'. 85 0 0 0 0 56' 56 152 48 C 16B-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0. 0' 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 268 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 1 1329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �- wrightsoft' 2012-May-15 09:1ge 2 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 �� EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -+- wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ftz 52.5 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftz °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0' 0 0 0 2A-2om 0.840 n 23.52 25.39, 0 0 0. 0 0 0 0 0 11 �A� 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 01 0, 0 2A-2om 0.640 s 23.52 25'.39 0 & 0 0' 0 0' 0 0 11J0 0.600 s 16.80 1.7.40 0 0' 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.55' 2.18 0 0 0 01, 60 54 ` 138 118 IW �-_G 2A-2am 0.840 w 23.52 66.18 0 0, .0 0 6, 1' 141' 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 68 68 185 58 ; , 0 0 0! 0 C 1613-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0 0. 0 _ 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 1 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34%1 164 291 Total room load 359 2942 907 1146 Air required (cfm) 1 1 17 141 421 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:13:19 g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft® Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft2 Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-rlomd 1.270 n 35.56 26.39. 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0, 0 0 0 15, 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0' 0 0 15' 0 :. 353 381 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I_ -G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 �j 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0. 0 �G 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.801 17.40' 0 0 01 0 0: 0 0. 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 2A-2om 0.840 w 23.52 66.18 0 0' 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 2.72 0.85 0, 0 0 0 0 01 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0. 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 1 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 1 77 149 4973 2990 Air required (cfm) 4 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F�tsoR' 2012-May-15 09:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft° Right-JO Worksheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft2 45.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52, 25.39. 0 0 0 0 0 0: 0 0 11 IW 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 L-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0, 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18, 0 0 0 0 0 0 0 0 G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0.. 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37' 2.08 0 0 0 0' 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion 1 -2 1 1 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 . 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 1 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 �� EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N f � -� wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft' Ty Construction U-value Or HTM Area (ft5 Load Area (ft5 Load number (Btuh/ftk- °F) (13tuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VVV,,,VVV 12C-Osw 0.091 n 2.65 2.18 0 0 0 0 0 0 6 0 1A-r1omd 1.270 .n 36.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0, 0, 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 01 0 11 W 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 1-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0, 0 0 0 D 11,10 0.600 s 16.80 17.40 0. .0 0 0: 0:' 0, 01 0 W 12C-Osw 0.091 sw 2.55 2.18. 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 8 8' 20 17 0 0 0 0 I--G 2A-2om 0.840 w 23.52 66.18 0 0 0' 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 - 2.72, 0.85 0 , 0 '0 04 0' 0 0' 0 C 166-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 'CC�` EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N I 'E OF SURVEY.1 BOUNDARY I PLOT PLAN I U C 11E IN FINAL TOPOGRAPHIC COMPLETED ON: 7-17-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 28 SILVER OAK DRIVE, I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF SPANISH I� SHOWN HEREON. LAKES PHASE 1, OF ST. LUCIE 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE COUNTY, FLORIDA. 2 LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: ,- 12111 CO283 J , EFFECTIVE DATE 2-16-12 . o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ;5 ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = cq 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF SILVER OAK DRIVE HAVING AN ASSUMED SF = SQUARE FOOT c� BEARING OF EAST, ACCORDING TO THE UNRECORDED 0 = DELTA OF CURVE PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, FLORIDA, M 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: I Z o (, -- p 6 S-3 SITE BENCKMARK ELEVATION— 16.58 L EXISTING ASSUMED Oft S8918'55"E 0 126.52' 04 O O Q O 5 _ in V 46.01' 10.00' aj c�a'4.80' o o F 3 ma 1.50' AVERAGE TOP N a N 3 Q.4s zo ID go. OF FORMS EL O I p ELEVATION=19.00 10.00' a 2.42' ABOVE EDGE O OF PAVEMENT a CONLl� • 61.99' J p o p Z a; a; (O N89019'51 "W w EXISTING 125.87' v f—mg. <.0wn TL —P n 28 SILVER OAK DRIVE LAST FIELD DATE: 7-17-12 SCALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. W�YNNIEIBUILDING CORPG±;ATIO.iNtr' DATE: 7-17-12 Surveying • Mapping " Consulting 619 SW Biltmore Street Y �r DRAWN: CJM Port St. Lucie, Florida 34983 ® I hereby certify that the survey``ghown hereon is true and JOB NO. Phone: (772) 340-7770 correct and is based on actual measeurements taken in the field. This surveyRmaeun qts to 'm nieTechnical_ Standards 12-1382 ��280 Fax: (772) 340-2250 ,.•, _ of Chapter 5J-17-Fivrida adrii�n=s.�,rafive ode-: l DATE: REVISIONS: - ALEXAND J: PIAZ Professional Surveyor Jc Uapper / Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1382.dwg, 7/17/2012 3:21:58 PM