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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY COW !M SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP 1ST FLR ELV J MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE too AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD REDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER • REVIEW RE W REVIEW REVIEW REVIEW REVIEW DATE L " ,�.•_ ra== RECEIVED 1� 3 a _ -*4 y+'�7 DAZE n. L:; . ; 't&? s#ib ;L4vk ^WIN r7iQ918�e6i �%: � "4 e:D+ ." r:.�+q3�'�=..•°w-, ��NOV -[� r DATE FILED: ;p �I PERMIIT NU, R ,(�6 PLAN REVIEW FEE: 'e' _- AkEIPT NO.:' '/� CONCURRENCY FEE: a RECEIPT NO.: CERT.'CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED y . St. Lucie County Building and Zoning 2300 Virginia Avenue Ft: Pierce; FL 34982-5652 &C,9�� 772=462-1553,t F� 1- `ucie Co�nty APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Spanish Lakes 2. PROJECT NAME: Fa i rwa c SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets- if necessary): 6/7 34 39 all that part lying northeasterly of I-95 l 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. CO'VIPLETE.DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTMTY: Single family residence (Replacement home) . QSci 11. SETBACKS (ACTUAL) FRONT: ��1 BACK: -;�—,km I RIGHT SIDE:. S� LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) V] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: 15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. if the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 z.r OWNER INFORMATION -P� NAME: w n n e 'AD ADDRESS: 8000 S. US1 Suite 402 !-� r 4' CITY. Port St Lucie 1�1K 1 STATE: FL ZIP: 34952�%� PHONE (DAYTIME):n? 2) '8 7 8-5 51 3 _ Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (U) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: CG C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Development Cor oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 - S. US1 1 Suite 402 CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): GTZ 8 7 8— 5 51 1 FAX NO. 7 7 2— 8 7 8— 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 411 Coconut ave . CITY: Stuart PHONE (DAYTIME): (7 7 a7 a 2 8 7— R 2 5 R B ONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: FL ZIP: ZIP: IWORTANT NOTICE..1 -hen 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. 5y(�q CERTIFICATIOM"',_4' This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pennits may be required for ELECTRICAL, PLUIVIBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation'that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types),' swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDA I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . Of O f '>[:R R R C - _ ' 02!! + WGN��UR-k __ , � STATE OF FLORIDA STATE OF FLORIDA 'COUNTY OF St. Lucie COUNTYOF St. Lucie The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this dg3t day of /72 /4- Y 20 /3 me this day of ?71 A-Y - , 20 / 3 . by Matthew r._Y1 a WTr�ne by Matthew T Izi a Wynne who is personally known v or has produced who is personally known ✓ or has produced as identification. as identification. Signature of Noa ot►' " e' Signature of N :? -4 ` a ty raft - Stah of Florida s. . �.� Its Ott 2.2016 0 1F 01 S22k3 Commission No. Commission No. --�, SIMtNi�r gidd l"O O Mow Ndwy Assn.corombom • �= Mr Comet. F„grp oety >Mti owed TWO I -low "m FFNIM NOTE: TWO (2) SIGNATURES ARE RE'QULRED. EACH SIGNATURE MUST BE NOTA THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. FIELD DENSITY TEST REPORT DER '/ 13 O �o' ®© 4 5 BUNKELBERGER • engineering &testing, inc. Report Number: HB091011B.0002 allerraconcommy Service Date: 09/03/13 607 NW Commodity Cove Report Date: 09/05/13 Port St. Lucie, FL 34986 Task: 772-343-9787 Reg No: 6870 Client Project Wynne Building Corporation Spanish Lakes -The Fairways Attn: Matthew Wynne 6102 Spanish Lakes Blvd 8000 South US 1, #402 Fort Pierce, FL 34951 Port St Lucie, FL 34953 Project Number: HB091011B Material Information Lab Test Data Project Requirements Optimum Water Max. Lab Water Minimum Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) 1 HB091011B.0001 Gray fine SAND with shell and ASTM D1557 13.0 112.0 N/A 95 trace clay Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 13987 Dalia - Permit No. SLC 1306-0045 I Front of House Pad 0-12 1 12 122.6 15.3 14.3 107.3 95.8 2 Center of House Pad 0-12 1 12 122.7 15.8 14.8 106.9 95.4 3 Back of House Pad 0-12 1 12 125.3 16.8 15.5 108.5 96.9 Datum: Inches below top of final fill Serial No: 36817 Std. Cnt. M: 668 Std. Cnt. D: 2065 Comments: 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 our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Services: Perform in -place density tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Brian Gagne Reported To: B. Bailey Contractor: Report Distribution: (2) Wynne Building Corporation Reviewed By: RECEIVED SEP 052913 Nest Methods: ASTM D6938 ,\tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client `,�d above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the -9ples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of l /1, 4-17-12. Rev.s 01/24/2014 18:17 7728781(�— WYNNE BUILDING Cnw PAGE 02/04 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: January 17, 2014 Re: Lot/Block: Address: 13987 Daha Project: The undersi ned -hereby certifies that insulation has been installed in the above described proper as ;follows: L Exterior C13S walls have been insulated with: Pberglass ray-on Cellulose Thickness in inches: )Blankets Manufacturer: 11 i Foil Mock Wool Blankets Density: X Aluminum )♦oil R-Value: R-4.1 lRigid Board Exterior (frame walls) have been insulated with: Thickness in inches: Manufacturer: Density; R-Value: uenrugs (rearporch) have been insulated with: Thickness in inches: 10.375 Manufacturer: Knauf (Density: R-Value: R-30 Ceilings have been insulated Thickness in inches: Manufacturer: uensity: R-Value: interior kneewalls have been insulated with: Thickness in inches: Manufacturer: Density: R-Value: 4. Garage partition walls of ,A/C living area bave been insulated with: Thickness in inches: Manufacturer: Density; R-Value: 5. The following have been insulated: CORP 9.5" 11 Other Spray -on Cellulose Fiberglass Blankets Rock Wool Blankets Aluminum Foil Other Spray -on Cellulose Fiberglass Blankets Rock Wool Blanket Fiberglass Blown Cellulose Loose l; ilI Loose (Fill I Blown ,008e Fill glass Blankets Wool rethane -n lCelulose Rock Woo) Blankets Fiberglass Blankets Spra t I Ly O ' Rp RECEIVED -10.1 2 7 2014 02/15/2013 02:46 77287R71;F6 WYNNE BUILDING cnRP PAGE 04/05 St. Lucie County Building & Zoning Department 2300 Virginia Avenue q e Fort Pierce, FL 34982 772-462-2165 Fax 772462-6443 Request for 30-Day Tewporgry Hower Release Date: O Permit -Number: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF EL,FCTRZCAL.POWER TO THE ABOVE, )DESCRIBED PROPERTY, FOR A PERIOD'NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF VESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST vVE 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. �11 conditions'and requirements Iisted hi the attached document entitled "Requirements for 30 Ilay 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 li 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 $7100.00 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 V4WICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING A.NY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF RECEIVED OCT 2 31013 JOSEPH E . SMITH, CLERK C; ---CIE CIRCUIT CC FILE # 3841003 OR BOOK ;l PAGE 2014, - SAINT LUCIE COUNT"- orded 06/04/2013 at 42 AM AFrPR RSQ09QlN0.RETURN TO'• PERMIT NUMBER: r '11J.r Spuec i++vaPncJ tu. rec„nR+y;intb certain real property, and in accordance with Chapter 713, dress) TAX FOLIO NUMBER:-.1 3 0 6 —1 1:1 — 0 001 —0, 0 0/ (1 LOT BLDG UNIT 9 all that part lying northeast of 95 2. GENERAL DESCRIPTION OFIMPROVEMENT:, e family residence 3. OWNER INFORMATION: a.Name W),,nne ❑+,3 b.Address 8000 S US11 Suite 402, PSIC., FL 34952 c.interest inproperty d. Name and address of fee simple titleholder (if other than oweer),� 4.CONTRACTOR'S NAME, ADDRESS AND PHONENUMBE'�t: Wynne Development Corporation 8000 S. US1, Suite 402, PSL, Fr 34952 772-878-9913 � 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND I OND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: —I 7. Persons within the State of Florida designated by Owner upon who h notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: : Tom_ Lee S. anish Lakes Blvd. Ft. Pierce, FI NAME, ADDRESS AND PHONE NUMBER 8. In addition to himself or herself; Owner designates the following to lreceive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is year from the date of recording unless a different date is specified) " 20_ - - --- -- -- The undersigned hereby given notice that improvement will be made It Florida statutes the following information is provided in the Notice of c 1. DESCRIPTION OF PRr)PER1'Y (Legal description and street at SUBDIVISION d rway_qBLOCK 6/7 RA T sing. Signature of wCcr d* ;ooiiii"� Owner's Authorized Oflicer/Director/Pariner/Monager State of Florida County of S t- T-u i e' The foregoing instrument was acknowledged before me this By Matthew Lyle Wynne ,as. (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) P `Do ie.nr ( Aura a 46A-wl y (Printed Name of Notary Public) (Signature of NVa Under penalties of perjury, I declare that I have read the foregoing belief (section 92.525, Florida StatU es). Rc 0N3an001(Ra dine) I or Owner(s)' Authorized 201- 0590 atthew Lyle Wynne Vice-PrPsident int Name and Provide Signatory's Title/Office of 20/_. De of authority.../e.g. Owner, officer, trustee, attorney in fact) nally Known ✓ or prod edUlh o o 'n y e o ID' Uu' +dY ANEW- N'tita. m a . My w1 m.al IF slow" iwrl �f, f..,,+!!ttt�owMltl� .,� �. Public) (Sr:!I) , 1 �• d that the facts in it are We to the best of my knowledge and rtner/Manager who signed above: STAT� OF FLORIDA ST. L�UCIE COUNTY THIS �ISTO GERTIFYTHATTHISISA TRUI AND CORRECT COPY OFTRE ORIL• IIdAL OS H E. SMITH, CREAK BY: WYps_aF BUILDING CORPORAL >N 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie August 1, 2013 To: St. Lucie County Building Department Attn: Permitting and/or. Plan Review Re: 13987 Dalia Ave. Permit # 1306-0045 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 E c St. Lucie County Building -& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub-contractorsfor'the (Company/Individual Name) 2 project located at J�) (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' S & W Electric, Inc. 2045 •ER0009416 Lindquist Plumbing & Supply Co. 19150 [rMechanical CFC057672 Comfbrt Control of St. Lucie 8288 CACO24379 Roofing Treasure Coast Roofing, LLC • �. Gas PERMIT I I` CC�45 I ISSUE DATE: NUMBER: G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: C;? O q.,4� State of Florida Certification Number (if applicable): ER �- W E to G6,AC , zjiC , have agreed to be the (Company Name/Individual Name) e le c f ri c a l sub -contractor for b,(J ✓1 D f V o 7l (fDC1D- (Type of Trade) Primary Contractor) for the project located at �\J�� _ q (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATt►RES ARE REQUIRED �12 wre,nc—el (46 S _ SIGNATURE PRINT NAME DATE Business Name: -f � 3 4 i ) 15 1 Address: JLLFi0 1 W • CO ze ' -�-1Gi y� R 06& City/State/Zip: F7T' + i(' //, 1— f _ -3 Ll- Phone: -7 %a. — �� 4/— CO `f/o (o email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS AnM-16� BUILDING & ZONING DEPARTMENT " BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): CAC-0 2 4 3 7 9 Comfort Control of St. Lucie County. Inc. have agreed to be the (Company Name/Individual Name) r conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATt►RES ARE REQUIRED Barry Zimmerman S �� A PRINT NAME DATE Bus sham Comfort Control of St. Lucie County, Inc. Address: 1 1, n 1 g; 1 tmo r.P Street J- City/State/Zip: Port St- T, _ i P , ET,_ 14 c) 8 3 Phone: (7 7 2) 7 S 5- 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE low rr . COUNTY t? L a R I D PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 CFC1428458 _ Lindquist Plumbing have agreed to be the (Company Name(Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co., Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 DATE 461-1969 email: lindquistplumbing@ymail.com nrWr V TT.QV I)NT .V PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS y BUILDING & ZONING DEPARTMENT . F�OR1�P•' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 Trf'aStlre roast Pnnf i ng , T.T.0 have agreed to be the (Company Name/Individual Name) Roofing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE IZEOUIRED Brian MalnnPV SIGNA ( PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Treasure Coast Roofing, LLC 1816 SW Ri1tmnrP St Port St.'Lucie, FL. 34984 (772) 343-8308 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LU.CIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:��j��'�� #1 3Q6-1 1 1—nOn1-onn/n; 617 -14 i4 all that jDari�l ,zing (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle WynnP Property Owner Name STATE OF FLORIDA, COUNTY OF S t . Lucie �A3 ACKNOWLEDGED BEFORE ME THIS a . DAY OF /9 y , 20-3 BY Matthew ,yl A WynnP WHO IS PERSONALLY KNOWN -TO ME OR WHO HAS PRODUCED WyliYl /� lt� SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. Dagarny j4NA ARsK,.o TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER 11MT W ANN PWWIo - staI DBASKMNotary My Comm- F.xpins Commlulon N FBonded Through Nationa (SEAL) Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: j')0(1-0o45 JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: - - PEST CONTROL LICENSE #: - 1%� e,_``1_'� 139S-1 pale s �r� Vie(Ce 3qctS We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated:65/F o t,� Chemicals used: G Percentage of solution:Total gallons used: ins Date of Treatment: /o,--7 lam, Footing 1st Treatment Re -Treat Driveway 1st Treatment R r at Other (�� o -Ist Treatment Re -Treat Time of Treatment: Q', /." Slab 1st Treatment Re -Treat Pools 1" Treatment Re -Treat Perimeter for Final Inspection Slcj&tuKe of Exterminator Note: There must be a,completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FOC 3.04.2.6 Certificate of Protective Treatment for prevention of termites, A weather resistant jobslte posting board .shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate .shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier- method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. i JeSUs Christ is lord • Termite Inspection • Termite Pretreatment mcf-A-Buy • Pest Control ER Termite • Rodent Service &Pest _ Control • Fire Ant Lawn Service Inc. •L' d8t1 d �72m323m7'921 fir 772-340-5990 Email: Evictabug@gmail.com 2373 SW Woodridge St. ICenSe nSUre Lie. JB175775 - Port St. Lucie FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE i y _� `? TIME . DEVELOPMENT NAME (PROJECT) R CONTRACTOR'S NAME n °- � CONTACT PERSON � 1 inat�e,f �11 �� s�I 1,e STRUCTURE ADDRESS (LOTIBLOCK) n ( CITY, STATE, ZIP CODE COUNTY ('NOTES r tt,^^7� (tea ' 0.�7 - I. J Gsv �%� i��+ `�1`., t 9 1 d L i b{'L °• ) �— (( �j TREATMENT TYPEIAREA ❑. FLOATING O MONOLITHIC �^ P]ATIO 9❑ ❑ GARAGE °.� _DRIVEWAY El STEM WALL El ADDITION ❑ CUTOUTS ❑ FOOTER FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS ❑ TAMP & TREAT `P)TREAT ONLY FINAL ❑ POOL DECK ❑ OTHER �", PRODUCTS O BASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑ TERMIDOR TC ❑ BORACARE t r0,"BIFENTHRIN ❑ OTHER ACTIVE INGREDIENT 4 ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION �l7!06% '\❑ ' ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% OTHER GALLONS APPLIED SQUARE FOOTAGE ' ' -b ~ LINEAR FOOTAGE v , SQUARE FOOTAGE VERIFIED Id%YES ❑ NO JOB READY CONDITIONS MET 'O YES ❑ NO P. 1JMEASURED OR VERIFIED PER PLANS DETAILS RECEIVED .►Ak,15 ?Pis, As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this lined ! .° !I FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER 'EVOTHER L-A Payment Terms: Payment due at time of service. 0--- -( Date Date Applicator: (Evict A Bgg)Termite and'PestControl, Inc.) fat � 4ri g'e -i- t�j e Customer (Property Owner or Agent) I C41, C-MEX , � �56 -�a Plant: Begin Loading:, I To Job: I Arrive Job:' Start'Unload`Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: 3026,605 E ODNE'Y HALLS CONCRETE CONST' SProject C6de:. � Project Name Project P.O. Number- it T' ! # t° EY HI LL, I LwI 'WORK VERBAL F2C3DNCY 'Ticket Date: Delivery Address: 1 *0` 1 w,113 ` 1. ur:-3Q7 UAL.. I A ¢ Delivery InstructionARIs','Sp v Order Codd�le / Date: q { " Order P.O.' Number: VERBAL f ODNEY Map Page: Map/Row/Column: Dispatcher: SHKL UC I NEC Ticket Number: 32918876 Due On Job: 1:�7st t_l Slump: 5.00 Truck Nurpber: 1l t_}cf�t�l% 13 Driver Number. 1.01.9202 Driver Name: RAY MORRIS End Use: L_NDSCPo DRIVEWI LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 10. 50 . 1: t„/.' 0 10. 50 1 (,•61,1 2500 RE:G DEC,0 Am 6o29 1. 001 2f't78I FUEL SURCHARGE 1 02 o 4:), E.ioltkf I RON.ME NT1- L C1-(FIFil'7L- i Cash Check # /Auth Code: Signature of Driver Receiving Check Comments: RECEIVED 3EC 162013 Total COD Order Amount to Without Standby Charges: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materiaJs/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 cuq or property 6 e. 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 respons bility f6r the finished results. No credit for safety handling information, and to a material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZEM G I PURE: within one business day after the receipt of materials. 68UNIVERSAL PRE V I R11, -. IN1 LOAD NUM: 1 This Delivery Ticket incorporates here' /reference Buyer's previously execute(' " -d.it Application, if any, Seller',5 Standard Terms and Conditions, Seller's Quotati any, and Seller's Order Confinnation ( rding limitations of warrranties), as if filly~ set forth on this Delivery Ticket ("Agre—.—A"). 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, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicac.i6n de crcdito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garant.fas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los term.inos 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 pagan el monto de acuerdo al contrato; al rnenos 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, rocs volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto i.nctuyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mis de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reaccio.nes alergicas en .la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o ell la zona respiratoria. Polvo del man.ejo en el tritu.ramiento, pulido, come y/o perforacion puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso do ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. La hum.edad puede causar la liberacion del amoniaco. La inhalacio.n del amoniaco puede causar toser, irritacion o Seguridad: quemadu.ras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duracion y el nivel de la exposicion. , Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guan.tes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use proteccion respiratoria. P.rimeros aux.ilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas info.rmacion visita www.cemexusa.corn. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:0� _ �30 5 JOB ADDRESS: I ��1j'7 ►efce BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: tA PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: jP71A_ Percentage of solution: f �� Date of Treatment: Footing Vt Treatment Re -Treat Driveway 15t Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used:nSB�►in 2 Total gallons used: Time of Treatment: / )� 0 6 Slab ist Treatment Re -Treat Pools 11;t Treatment Re -Treat Perimeter for Final Inspecction Sig ature of rminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective .treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. t:�qc�s I k , v t r. 1. 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TibN., Materiel }lidhusinessdaysR rih n3""J°t% ; `'t itbg ddhatfyid tvadUnle ;mfidorto:a"s �_ a a4NAU 11.1 tfdn a to��ferm--- -.. _., �'. -11 sfda,ofih ru.,<s r oflP d(h�$teq I$ ,� �, �,w Urtg.,A ORFZ $ dslsefefydalat$fi JsS ilc&gt,Yor.:fmporJant t s , a r©5"' �D./�D�SJG fIJR µ a tir fornaddiiir5rthl tnfortn$Iton 4 + !' �; ' et f ,"f; ;r 1.t VERSA! ,.I, IJ r,_�'IY, '" n�, , ,: J• .1, t , ;A u�� r=� R z i` ! e 4 r i 1s+ 'E '' ; �4,ti_.. .�..•s Y r4 4 i $ y ,P %' c >L 7 r It ;"f a i 1 . .fir' 7 r...a'� _ ^_.r<„' i r.,.. L. `i, * 4 4 , •�J. i w u !r 1,4 t t, , 3 i'r P p ,. p . CEMEX �5�� -06. �-S--- ,Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload:T 1eave Job: Return Plant: 092 / 10, 2 Customer Code: Customer Name: Customer Job Number: Orde'r Code I Date: 30266 )5 RODNEY HALL'S CONC R! ETE CONST, Project Code:; Project Name: Project P.O, Number. 4 0-RODNEY HALL ALI WORK VERBAL RODNEY VERISAL R 0 DN E 9 MOT Ticket Date: Delivery Address: Map Page: Map/Row/Column: '- 7 09/11/13 13-987 DAL IA AVE 2733802 Delivery Instructions: Dispatcher: 9PAN ISH LAKES OFF INDRIO T TO tPANISH TAKE'S fALVD NORTH 1--95,-`NORTH'TO TNDRTO EAS Ticket Numbe'r TO NUEVO LAfGDS RIGHT TO DALIA RIGHT TWJOB 3 -'775( 2. 0 G Due On Job: Slump: I Truck Number: I ?river Number: Driver Name: E nd Use:. 0-7 -. 43 1 5. (T) 100264110.- . 109228 BOB COLEMAN I . RLDIG.- . SLAB 4 LOAD 0 UANTITY CUMULATIVE, 1 QUANTITY ORDERED QUANTITY MATERIAL CO7DE' PRODUCTION DESCRIPTION boo UNIT PRICE AMOUNT I (). 00 30.,Oo 30. 01 10 2 8 o 8 1 2500 REG YD3 7. 31(1) 722 5ta 75 13 a E! G, 7 FIBERMESH 150 1. 00 1P478,18 FUEL SURCHARGE 1. 00,: 180 227491 ENVIRONMENTAL CHARGE Cash Check # I Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: 'YARDS WATER 'ADDED: -GAL IN DRUM:' , WHEN ADDED. 7 CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: RECEIVED SEP I SIGNATURE El 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 stomer 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. 68UNIVERSAL PREV TRK.- 10(-.)253/+7 LOAD NUM. 3 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, -Seller's Quo ' n, if any, and Seller's Order Confinnatio �cluding limitations of warranties), as if fully set forth on this Delivery Ticket ("A meat"). Seller will provide the Standard 7 is and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in, accordance with the. Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH 'Aggregate products are naturally occurring materials including limestone, dc]ornite, granite, volcanic .rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from. handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and. appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega ineluye como referencia at comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y gararitfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos terminos estandares y condiciones detal- l.ados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contacto; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los.productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros .materiales silicios. Los- productos de cernento 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, dolommita, granito, roca volcanica; arena, grava; y otros materiales silicios. ,Estos productos .incluyen cenizas volantes (fly ash) .la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla- de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, pie] y/o en ]a zona respirator.ia. Polvo del m.anejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, Jos cuales pueden causar silicosis pulmonar y cancer s.i 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 liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El. riesgo en la salud depende en la duraci6n y el nivel de la exposition. 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 sua�fe,y�agua despues del manejo de materiales. Evite .inhalar auxilios: polvos. Si se expone a polvos mas de Jos limites recomenditdos, use:'proteeci6n• respiratoria. Primeros auxilios: En caso de contacto en los ojos, in.med.iatamente 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 aqua. Acuda a atenci6n medica inmediatamente si la initaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite .1.900 V7 combinado Houston, Texas 77024 02/12 Para mas informati6n visita www-.cemexusa.com. T a .p,ESjDENTjAj,1C0MMERCIAL' BUILDING PE"IT CHECKLIST Site Location: _.._---- ._.._...._...--._.....------- _........._._.--`....__...__...._.__._...._.._.__..-.._..__....._.._......_..... __...._..__._...__._... _.... ..... _....... _..... __......... -.....__...._..__..._..� Permit Number: ..__•__._._.... ; Technician: Generale Application completely filled out with notarized signatures Yes` No N/A ' d &state Yes � No � N/A Sub Summary List with contractors names an county certification numbers Sub Agreements with original signatures Yes No N/A Owner Builder Affidavit U Yes U, No / N/A Owner Builder Electric Affidavit F-V F Yes Oj U, No 0! N/A Filled Land Affidavit Yes o N/A Geo or recorded warranty deed Yes � o 0 N/A Recorded Notice of Commencement Yes. No - j IA Utility Agreement or Paymeni Receipt � Yes No /N/A � Yes Vegetation Removal Permit � � No N/A Yes U No N/A Non Conforming Lot of Record Plans, Calculations & Attachments Q copies commercia1/_2 r_ esi tial): El Complete set of plans with engineer/architect raised seal Yes r No N/A Truss plans reviewed and approved by engineer/architect Yes � No � N/A Uj Landscaping and parking plan Yes' No / N/A 3 Copies of approved site plans U / Yes 17- No N/A 2 Sealed surveys or plot plans with dimensions, finished floor Yes 0 No Uj N/A elevation and setbacks ,�,..,/ ce' Health Department approval stamped on survey and floor plan Yes No iW/N/A Health Department food establishment permit stamp on floor plan Yes No N/A Manual J or Manual N calc ulations M1" Yes C" No U, N/A 'Signed Energy Calculations Yes Ej No E-1 N/A Sealed Wind Load Compliance Certification Yes r-JNo N/A Product Review Affidavit --� Yes � No � N/A Page 1 of 2 . r RESIDENT'IALICOMMERCIAL BUILDING PERMIT C'H.ECaI►S`T Site .Location: Perm it Num ber:�---.--.--- Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWMD or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets RV and Mobile Horne Tie Down Only (Z copies): Permit Worksheet (Tie -down diagram) Manufacturer set-up and installation manual Manufacturer blocking diagrams Signed penetrometer test (1 copy) Stair details Mobile home inspection report for relocation Copy of Title for relocation Class A approval from Growth Management Comments: Name: Technician: — - 0 Clear Form Page 2 of 2 F 171 0 0 C Yes Yes Fa Yes 17 Yes 7 Yes Oj Yes Oj Yes 0 Yes Uj Yes r.� Yes ri Yes U Yes U Yes 01 Yes 0 o W NN/A No � N/A No N/A No / N/A No N/A No �/ N/A No N/A No N/A No N/A No N/A No N/A No F) N/A No N N/A No N/A o DatP_.C!A-.2A \2, Y MiTek' Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. �q�1 mac\ RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke 3East �Blvd. 62' GRAND CAF ff6 III W1fl'PORCH Model: M11: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date 1 IT4386201 JA5 5/14/012 12 IT4386202 JA6 1 5/14/012 1 13 IT4386203 JA7 1 5/14/012 1 14 I T4386204 I A8 1 5/14/012 1 15 I T4386205 I A9 15/14/012 1 16 IT4386206 JA 1 5/14/012 1 17 IT4386207 IGRA 15/14/012 J 18 IT4386208 JGRB 15/14/012 J 19 I T4386209 J J2 1 5/14/012 1 110 I T4386210 J J4 C 5/14/012 1 11 I T4386211 1 J6 1 5/14/012 1 112 I T4386212 J J8 1 5/14/012 1 113 I T4386213 I KJ8 1 5/14/012 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. o �3 9 0 .00:.STATE OF : �� s O nnN A1-,S�,�`. 111 FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkU DOgX21 WCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 10-6-4 17-0-0 20-4-8 26-4-0 34-0-0 5-0- -0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 0-0 �1 4.00 12 2.00 12 Sx8 = Scale = 1:59.7 13 12 3x6 7x12 = 24 II i 10-6A 20-4-8 26-4-0 34-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.59 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 "Except` 10-13: 2x4 SP M. 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) DEFL in floc) I/deft Ud Vert(LL) 0.70 14 >569 360 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a PLATES GRIP MT20 244/190 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. FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8=-2310/1411,8-9=-2368/1397,9-10=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-1785/3313, 6-13=-254/513, 9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 Ito uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON 7WIS AND INCLUDED h f7EK REFERENCE PAGE MI.7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component., Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4 6904 Parke East Blvd. d. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610if2012 by ALSC or proposed by SPIEL Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL �Qty 1 1 Job Reference o tiona rs Truss Inc., ran Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Man May 14 09:54:13 2012 Page 1 I D:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imMBPusHgDMO93McMLhB9pvzGdvu 1-0 8-11-11 16-0-0 18-0-0 204-8 25-11-15 34-M 5-0- -0-0 8-11-11 7-05 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 2.00 12 4x8 % 4x5 7x8 = 2x3 11 Scale = 1:61.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.08 14 >371 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 174 lb FT = 0% LUMBER BRACING 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=112510-8-0 (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=-1536/2636, 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard `,,`,IPS 1 tA11,111 44 8F 0.' 39380 ;{rz �. .. TAT E s,0 N AL1��,�� I111111 FL Cert. 6634 May 14,2012 ® WARIUM - Verify design parameters and READ N07ZS ON THIS AND INCLUDED X7T3KREFERENCE PAGE Nlll-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 responsibilliy, of the HT I MiTekerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by Split. Job Truss Truss Type Qty Ply Carlton III with porch M11323 A7 SPECIAL 1 1 162'Grand Job Reference (optional) roers Truss inc., con Pierce rr. sgaoz Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMO W3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 34-M 5-0- 0-0 8-10-10 5-16 6-0-0 5-11-15 8-0-1 0-0 Scale = 1:60.7 5x6 % A nn 5x6 = 2.00 12 7x12 = 2x3 II I 10-6-4 14-0-0 20-4-8 25-11-15 34 0 0 10-6-4 3-5-12 6-4-8 5-7-7 8-0-1 Plate Offsets (X,Y): 12:0-8-0,0-1-41 17:0-3-14 0-1-81. 110:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 164 lb FT = O% 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=112510-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=-3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=-1412/2782, 9-10=-1507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10=-813/405, 5-10=-172/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vesd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II;�I� A' Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� p,S 44 l • • • • �'0 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom live ��, 0� •' , V� G ENS • •., y� a psf chord load nonconcurrent with any other live loads. ' ; �,Z. •,• J, 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. O 39380 6) Bearing atjoint(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 atjoint 2 and 816 lb uplift at f� joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •E 4u AT O LOAD CASE(S) Standard 4# ••;°� 0 R \ 10%Q: %�� •��.,s10 N A1- 00% �in111 FL Cert. 6634 May 14,2012 WARNING - Verl y design parameters acid READ NOTES ON 77Jf8 AND INCLUDED 110 EKREFERENCE PAGE MI.7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek*erector. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. If Southern Pine (Sp or SPp) lumber is specified, the design values are those effective 06MI12012 by ALSC or proposed by SPiB. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkle5FILfuK3ieQ3quDmkgogzWaLxiLLzGdvt 1-0-0 8-8-4 12-0-0 15-8-0 20-4-8 22-0-0 24-8-12 34-0-0 5-0- 101 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 4 -0-0 �1 6 5x6 = 4.00 12 3x4 = 2x3 II 5x10 14 5 6 15 7 Zoo 12 7x12 = 3x4 = 10-6-4 20-4-8 22-0-0 34-0-0 • n . A n • n A -1 n . - Scale = 1:60.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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(TL) -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 FBC2010/TPI2007 (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 Horz 2=117(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5482/3092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=-2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=-1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=-252/222, 7-12=-297/322, 7-11 =-276/705, 8-11 =-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 A, WARNING - Verify design parameters and READ N07E'S ON THIS ARD INCLUDED MI7EKREPERENCE PAGE MMII.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. �s Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown -C•.:JYG7 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1 Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A9 HIP 1 1 I Job Reference o tional 7bars Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID: — etC1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkie5FILfuK3ieQ3q1 3mq2onKWaLxiLLzGdvt 6-7-15 10-0-0 15-2-14 20-4-023-8-0 34-0-0 27 4-1 34-0-0 35 0 Q 6-7-15 3 4-1 5-2-14 5-1-2 4-1 6-7-15 1-0-0 4x4 4.00 12 3x4 = 16 5 2x3 II 5x10 6 17 7 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 30 „,. 40 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 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(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=91 O(LC 8) Max Grav 2=692(LC 19). 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/687, 3-4=882/468, 4-16=-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 =-1 58/383, 8-11=-424/384, 7-13=-818/443 PLATES GRIP MT20 244/190 Weight: 156 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • T O 39380 Nr ATE :4U: OR IV .,;SS/ONAl- %N%`. i�rrrn1111101 FL Cert. 6634 May 14,2012 A WARMNG - Verify design parwneters and READ NOTES ON THIS AND INCLUDED W=KREFERENCE PAGE JUI.7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or Dr000sed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUD0gX21WCfgALelfuy9iKzgD71SbGTzGdvv 1-0- 6-7-13 12-4-13 17-0 0 21-7-3 27-4-3 34-M 5 0 -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 �1 d 4.00 12 44 = 19 Scale = 1:57.8 1� 6 3x6 4 17- 15 -- -• 14 •� 12 3x6 2x3 II 4x6 3x8 = 3x8 = 4x6 = 2x3 I I 6-7-13 12-4-13 21-7-3 27 4-3 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 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 FBC201O/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 CSI DEFL in floc) I/deft L/d TC 0.36 Vert(LL) 0.3014-15 >999 360 BC 0.55 Vert(TL) -0.73 14-15 >546 240 WB 0.58 Horz(TL) 0.15 10 n/a n/a (Matrix) REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) PLATES GRIP MT20 244/190 Weight: 163 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. 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 (Ib) -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 BOTCHORD 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.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed 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 A. q ,,��i ENS*-.- �eq �0- 0 39380 �) * . :7 'fir Z • ATE 9/0 N A' FL Cert. 6634 May 14,2012 a WARNDSG - Verify design parconeters and READ NO7E'S ON7T11S AND INCLUDED hVEKREFERENCE PAGE 1191-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. ��• Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 05/01/2012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job Refe a ce o tional Gnambers I fuss Inc., t-on Pierce N. "5498Z LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=-43(F) Run: 1.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MITek Industries, Inc. Mon May 14 09:54:12 2012 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv ,,,,`BPS 0 39380 i :ram •O . ATE • ; �1[/z. FL Cert. 6634 May 14,2012 ® WARNING -Verify design parmnetem and READ N07ES ON THIS AND INCLUDED MEICREFERENCE PAGE furl 7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 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 MiTek Industries, Inc. Mon May 14 09:54:15 2012 Page 1 ID: etClcxC3ixVV?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18 6-0 22-2-2 26-0-0 34-0-0 5-0- -0-0 8-0-0 3-1-1 5-10-15 1.6-0 3 8-2 3%-14 8-0-0 -0-0 4.00 12 ) Top chord must be braced by end jacks, Scale =1:60.7 roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 9 7x10 6 17 6x10 Zr 4 4x6 19 3 = 13 5x6 21 10 N 22 N 23 N lei I� 29 28 27 26 25 24 d 4x4 = 3x6 11 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = r 11-1-1 18-6-0 i 26-0-0 i 34-0-0 3-1-1 7-4-15 7-6-0 8-0-0 igel, 122:0-3-10,Edge1 124:0-3-8 0-3-01 127:0-3-8 0-3-01 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2010rrP12007 CSI DEFL in (loc) I/deft Lid TC 0.99 Vert(LL) 0.13 22-24 >999 360 BC 0.48 Vert(TL) -0.26 2-29 >489 240 WB 0.63 Horz(TL) 0.03 22 n/a n/a (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 Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-361(LC 8), 27=-1182(LC 8). 26=1472(LC 8), 22=-648(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (Ib) -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, 10-1 2=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-1 8=-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=-1481282 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 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/ 2-1 Od nails. Aa •�`, '�G•E.N N,0A39380 •9'1. "i'r T E 41 Z so FL Cert. 6634 May 14,2012 W G -Verify desiyrL parameters and READ NOTES ON THIS d111D INCLUDED MI7EKREPEREiVCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. �. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown iL •�YL7 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 Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or Vol lumber is specked, the design values are those effective 0619112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 1 Job Reference o tional Gnambers I riles Inc., f on Pierce 1-1. 3498Z Run: 1.340 s Feb 24 2012 Pnnt: 7.350 a Apr 23 2012 MITek Industries, Inc. Mon May 14 09:54:15 2012 Page 2 ID:_etC1 cxC3ixVV?huls?ypJyuFU K-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 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 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 (pit) Vert: 1-3=-44, 21-23=-44, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11=-103(F=-59), 11-21 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) FL Cert. 6634 May 14,2012 j&WARNING - Veilfij design paimneters and READ NO7ES ON THIS BND INCLUDED 11f =REFERENCE PAGE MI-7473 BEFORE USE, Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component., Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4115 If Southern Pine (SP or SPp) lumber is specified, the desitln values are those effective 06f01f2012 by ALSC or proposed by SPIB Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:SrRaEyyrgO4M78G4raWBL%uFUJ-7VEGItn_HFLyXfpGRUk6VUvC7zVYGkYpl fQpP EzGdvr r1-0-Q 8-0-0 14-2-6 20-4-0 26-0-0 34-0-0 35-0-Q -0-0 8-0-0 6-2-6 6-1-10 5 8-0 8-0-0 1-0-0 5x10 4.00 12 16 3x8 = 4x6 = 5x6 = 5x6 = 6 17 7 Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 I l 5x6 WB = 3x4 = 6x8 = 3x6 — 6x8 = Plate Offsets MY): f2:0-4-0.Edgel. f3:0-5-0.0-2-01. f4:0-3-8.0-1-81, f5:0-3-O.Edgel, 18:0-2-O.Edgel f10:0-3-8 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11), 12=3442/0-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=-892(LC 8), 12=-2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=-1930/1173, 4-16=1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8=-829/387 BOT CHORD 2-15=-1695/3431, 14-1 5=-1 717/3497, 13-10-1717/3497, 12-13=-992/1974, 11 -1 2=-2381/1356, 10-11=-2381/1356, 8-10=-270/731 WEBS 3-15=-407/1219, 3-13=-1661/791, 4-13=-211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-1 0=-1 766/3430, 7-10=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. ,♦♦� PS A. q �� • • • �e �j ♦♦� O� • •. ENS+ ••. 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; ,� � .••�C Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦ ; • F ., 3) Provide adequate drainage to water prevent ponding. • ••�' 0 39380 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. � * � 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. = 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at r� joint 12 and 384 lb uplift at joint 8. i . 5 ATE : 14/ z 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Q • (V • 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 �j,T . �� O Q;•' ��♦♦♦ 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 ♦ O R I responsibility of others. ♦♦ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ``� s;O N AG' ; LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo 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 __'_�KVARZ Verify design parameters and READ N07ES ON 7731S AND INCLUDED Mf773KREFERENCE PAGE MU-7473 BEFORE USE, Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and is for an Individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 If Southern Pine f 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 GRB HIP 1 1 Job Reference (optional) LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=-555(F) 10=-555(F) mun: r —u s rep z4 zu iz rnm: /.Jou s Apr zJ zul2 ml I eK mausmes, mc. mon may 14 Uy:b4:lb zulz rage z ID: SrRaEyyrg04M78G4raWBLWyuFUJ-7VEG Itn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr 39380 --2 : ri �.O. ATE :4 Al SI,O N AL ` E��• n� FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOIFS ON 771IS AND INCLUDED M7EKREFERENCE PAGE Ml-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the �IIITek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component v Bld. 6904 Parke East Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3 East Blvd. If Southern Pine I SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or nr000sed by SPIB- Job Truss Truss Type Ply 62' Grand Cadton III with porch M11323 J2 �Qty MONO TRUSS 8 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:x17zSIzTbJCDIIrGPH1 QukyuFU1-7VEGItn_HFLyXfpGRUk6VUv00Zd5GvfplfQpPEzGdvr 1-0-0 2-0-0 Rnfo 4n Full iTnlr "Tf1 F_AIA II " Iln4. iI IF— rnnnnr4inn 4n 3x4 = Scale = 1:7.7 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 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 purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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. Il; 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 connection others) of truss to bearing capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at 1 r 1 mechanical (by plate Ar joint 3 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `,`tPS • <e �j4# �� ,,. •• ••V� S' q7� �!, LOAD CASE(S) Standard A,, 0 39380 Mir . 'TAT E . O ��,; •. ,c� O R , • �rrrn�ru�� FL Cert. 6634 May 14,2012 h, WARNING - Verify design parameters and READ Id07ES ON THIS AND INCLUDED NTEK REFERENCE PAGE M1.7473 BEFORE USE, Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 f Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101120112 bV ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 Job Reference (optional) cnamDers I cuss mc., Fort Fierce F1. 349B2 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:PDYLfd_5MdK4MSQTz?ZfRxyuFU H-7VEG Itn_H FLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 4-0-0 4-0-0 Scale = 1:11.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=-188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 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 `` ,,,BPS ��C)� 0 39380 it 0. . a ATE O S O s1 ,O FL Cert. 6634 May 14,2012 A WARMNG • Verifr, f design pmmrwters arrd READ N07ES ON THIS AND INCLUDED A777EKREFERE1VCE PAGE NI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSO or proposed by SPIB. , 4 1 Job Truss Truss Type Qty Ply 62' Grand Carton III with porch M11323 J6 MONO TRUSS 8 1 Job Reference (optional) uss Inc., Fort Pierce Fl. 34962 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtzJ7xSx_c_fXi4uz9yuFU G-bhoeWDod2ZTp9pOT?C FL2iS Oszpy?MvyGJ9MygzGdvq 1-0-0 6-0-0 1-0-0 6-M 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.86 TCDL 7.0 Lumber Increase 1.25 BC 0.74 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.2 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.07 2-4 >964 360 MT20 244/190 Vert(TL) -0.18 2-4 >385 240 Horz(TL) -0.00 3 n/a n/a Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �� •�G�ENS' q .� 0 393800� :ram :. TAT E ' 0. •• .P , FL Cert. 6634 May 14,2012 WARMNG - Verify design pararnetem and READ N07Z'S ON77ilS AND INCLUDED =7EKREPERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component.�� Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Iva is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIEL p � d Job Truss Truss Type Qty Ply 62' Grand Carton III with porch M11323 J8 MONO TRUSS 20 1 Job Refere ce o t'o al s Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:tP6jtz_j7xSx_c_fxi4uz9yuFU G-bhoeWDod2ZTp9pOT?CFL2iS UGzwn?MvyGJ9MygzGdvq -1-0-0 8-0-0 1-0-0 6-0-0 Scale = 1:17.3 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 (Matrix) Weight: 26 Ito FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 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=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. 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 Itouplift at 1 1 I,,,1 joint 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.% ````v%J A' %�� P,. • • • �t;e ��j' LOAD CASE(S) Standard � • V� G E N SF•Fq�r� 0 8 `s ATE O. .��,;�, T� O 0 N A` ��.%% nnn� FL Cert. 6634 May 14,2012 A WARNING - Verify design parameters and READ NOTES ONTTIIS AND INCLUDED M =REFERBNCE PAGE MII-7473 BEFORE USE, f Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 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/11`I7 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. . •i W Job Truss Truss Type Ply 62' Grand Carton III with porch M11323 KJ8 MONO TRUSS �QIly 4 1 Job Reference o tional Chambers Truss Inc., Fort Pierce H. 349BZ Run: 7.340 s Feb 24 2012 Pnnt: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID:Lcg54J?LuEancmZr4Qb7VvMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq -1-5-0 7-3-4 11-3-0 1-5-0 ' 7-34 3-11-12 3x4 Scale = 1:20.3 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/TPI2007 CSI TC 0.29 BC 0.31 WB 0.50 (Matrix) DEFL in Vert(LL) -0.06 Vert(TL) -0.15 Horz(TL) 0.02 (loc) I/defl Ud 2-7 >999 360 2-7 >845 240 6 n/a n/a PLATES GRIP MT20 244/190 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 purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 cc 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 Horz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 WEBS 3-7=0/336, 3-6=-1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. psf 4) "This truss has been designed for live load 20.Opsf bottom in ,,��11//,�� A, a of on the chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `%%�p Pg \�' �e I� 5) Refer to girder(s) for truss to truss connections. ,� • �...... S . •' (, E N • • -9 �i� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at `�� ,� ; • V F T, joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid including heels" Member end fixity in the design this truss. : 0 - 'a pitchbreaks model was used analysis and of * �% 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 5 ATE : � •.� Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (plf) 0 T •. Q �.' i�i,�s • OR I •• 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) �?\ `�� FL Cert. 6634 May 14,2012 ® WARMNG - Vmfy design parmnetem and READ N07ZS ON77IIS AND INCLUDED b f7EKREFERENCE PAGE M/f-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine (SP or SPp) lumber is specked, the design values are those effective 0610112012 by ALSC or proposed by SPIB. s Symbols 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. For 4 x 2 orientation, locate plates 0-'ns' 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. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. EM Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Q O U o- O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades © 2012 MTekO All Rights Reserved 1111111011111110 all[ a MiTek a MITek Engineering Reference Sheet: Mll-7473 rev. 01 /18/2012 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. 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. 4 s MIN, SETBACK REQ. rRON 6A SIDES CNR SIDES REAR ZNG. TECH. - WN 1 CD 4--f cz 0 i ------L_.` -Z_._o. S c t S•03 -/,3 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: �� \�O`�q Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types(1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft 2 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 Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and 4KtiE STq?, this calculation are in compliance with the Florida Energy specifications covered by this C� ¢0 Code. calculation indicates compliance with the Florida Energy Code. Before is PREPARE BY: DATE: ��1� construction completed this building will be inspected for comp' nce with Section 553.908 I hereby certify that this building, as designed compliance the Florida Energy Code Flo 'da Statutes. COD with yO OWNER/or_�ru-r -V'* BUILDING OFFICIAL: DATE: _ . �� - _ _ - - DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE , FL, - CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 _--_ 0 0 1 ROOF v # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 r t WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Below V # Ornt In Wall Type _ R-Value Et In Ft In Area R-VaIiiP Frartin 1 N Exterior Concrete Block - Int InsE400mslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block-- Int Ins6loomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins@oomsInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int Ins5loomSInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int Ins6loomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsOloomsInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int Ins6IoomsInBIoc 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 COOLING SYSTEM ' # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — -- Return -- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan]Feb Mar A r Ma Jun Jul Au Se Oct X Nov Dec X� Jan X] Feb Heating Ix JXIJ Mar X� AprX� IX XJul May JXXJ Jun JXJ rj Aug Sep rxi X� Oct X Nov X Dec Venting X Jan [X] Feb X Mar X Apr [X May X Jun X Jul Aug Sep 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 (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68. 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 I 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 I sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 I 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 j 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 1 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 i 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. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows— Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: , FL, - New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 1 c. N/A R= ft2 2 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft2 1446 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 28.2 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 28.2 HSPF:8.60 3.833 ft. 0.500 Area 14. Hot water systems 1446.00 ft2 a. Electric Cap: 40 gallons EF: 0.9 ft2 ft2 b. Conservation features None 15. Credits CF, Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building ;onstruction through the above energy saving features which will be installed (or exceeded) i this home before final inspection. Otherwise,,q new EPL ay Card will be completed lased on installed Code compliant feat 3uilde gctatur: Date: address of New Home City/FL Ziij, \Ql�� 3�-14 -THE S�ArA�� *Note: This is not a Building Energy Rating/ If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a .Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building'Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project 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• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Desicin Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz)1446 1446 Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE. Model 25H BC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 470F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE.. Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrii htSOft" 2012-May-15 09:age I g Right -Butte® Universal 2012 12.0.04 RSU05864 Page 1 �� E:\Wrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: -�- wrightsofte 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) HtgAVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 cn_ nol4 '277 A7 1R IVIAJ I CPC LHV .7O oil J I I -L .1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - 19 wrightsoft" g 2012-May-15 09:age,1 �- Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page, 1 �CA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAC 7m404 7'27A7 OA7 OA7 I V I liLJ I";j L I ju I LJ/TL JTI /TI Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 ,ZL * wrightsoflta Right -Suite® Universal 2012 12.0.04 RSU05864 � Page 2 /4CCp1 E:1Wrightsoft HVAC1Wynne Corp162' 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 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 ftz 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft2 °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 12C-0sw 0.091 n 2.55 2.18 315 246 627 537' _ ' O; 0 0 0 1A-r1cmd 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 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 T-G 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 124 83 21 V 181 48 27 69 59 2A-20m 0.840 s 23.52 25.39 , 20 . 20 470: 50& 0 0 0 0 11Jo 0.600 s 16.80 17.40 21 21 353 365 21 21 : 353' 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.16 282 276 702, 6024 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 12B-Obw 0.097 - 2.72. 0.85 204 204 554 174 80, 60 217 68 C 16B-30ad 0.032 - 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56' 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0:00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 1 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 17399 0 16133 0 1027 0 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1 1 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 O Page 1 ACC` E:1Wrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft• Rig ht-J® Worksheet Job: Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfcrtcontrolofslc.com 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Roam 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 ft' 45.5 ft2 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 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 N 2A-2ob 0.630 n 17:64 22.24, -0 A 0 0; 0 .0 0 0 2A-2om 0.840 n 23.52 25.39 0 0, 0 0 0 0- 0 0 11 WI 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-0sw 0.091 s 2.55 2.18 0 0 0 0' 0' 0 0 0 2A-20m 0.840 s 23.52 25.39 0 0 0, 0 0 0 0 0 D 11J0 0:600 s 16.80 17.40; 0 0 �0 0'' 0, 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55, 2.18 0 0, 0 0 52 52. 132 114 1--G 2A-2om 0.840 w 23.52 66.18 ; 0' 0' O; 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: 58 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 288 -83 Envelope loss/gain' 5385 5619 573 155 12 a) Infiltration 977 268 115 0 32 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 1200 Appliances/other 0 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 6362 6346 688 1387 14 15 Subtotal Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 39 1859 89 Air required (cfm) 329 348 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1'i FltsOft" 9 2012-May-15 09:13:19 411- W 9 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 2 14FC0" E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = 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 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 ft' 52.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btu ft� or perimeter (ft) (atuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6_ 12C-Osw R091 n 2.55 2.18 0 0 0 0 0• 0 0- 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0' 0 0. 0 0 0 0 2A-2om 0.840 n 2152 25.39 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 IWI � � --G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0, 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0.• 0. G 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 Z65 2,18 0 0, 0' 0 60 54 138 118 L-G 2A-2om 0.840 w 23.52 . 66.18 0 0 0 0'' 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 68. 68 185 58' 0 0 0 0 C 166-30ad 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 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 323 0 2564 0 744 0 855 14 15 Subtotal Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tr+tsotFt' 9 2012-May-15 09:13:19 wri g Ri ht-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 Job: Enure House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 RF Rn TMnRF ST_ PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 8.0 ft heaticool 42.0 ft 8.5 ft heat/cool 3 4 Room height Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 286.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ftl Load number (Btuh/ft''F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 12C-0sw, 0.091 n 2.55 2:18 01 0 0' . 0 : 119' ' 89 . 227 194 IA-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.: 151 0 '266 334 2A-2om 0.840 n 23.52 25.39' oe 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 l-� 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 1� 12C-0sw `2A-2om 0.091 S 2.55 2.18 0 0 0. -0: 0 0 0 0 0 I-� 0.840 s 23.52 . 25.39 . 0 0 0 0 0 0 0 p. 11,10 0.600 s 16.80 17.40 0' . 0. 0 0 0 Q ! 0' 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0_ 0 0 0 W�-G 0 0 0 0 _ 162! 1 41 0 353 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 112Mbw 0.097 2.72 0.85 0 0 0. 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 63 118„ 266 266 238 447 C 16C-19al 0.049 1.37 Z08 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 61 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 0 217 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 1 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 63 111 4077 2231 14 15 Subtotal Duct loads 22% 34% 14 38 22% 34%1 896 760 Total room load 77 4 149 7 4973 231 2990 143 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13A9 wri Fltsoft" 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 ACCP. E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsofC Rig ht-J® Worksheet , Job: , Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 Room name 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 ft' 45.0 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 I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 255 2.is 0 0' 0 00 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0, 0 0 0 0 0 0 0 N12C-Osw 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 01 0 0 0 0 0 0- 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 C, 2A-2om 0:840 a 23.52 68.19 0 0 0 0 0 0 0 0 V,ll 12C-Osw 0.091 s 2.55 2.18 0 d' O: 0 0" 0 0 0 2A-2om 0.840 s 23.52' . 25.39 0 0 0. 0. 0 0 0 0 L-Gp 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 01 0 0 0 0 0 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 168-30ad 0.032 0.90 1,68 18 18 16 29 _ 45 45 40 76 C 16C-19al 0.049 1.37 2.08 01 0 0 0" 0 ' .0 ot 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 _45 5 190 0 6 c) AED excursion -2 11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) 1 2 241 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fr,tsoft' 2012-May-15 09:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 AC�A E:\Wdghtsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N +�++ wrightsoft• Right-M 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 BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ftz 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (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 11��11 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 -G 1A-r1omd 1.270 n 35.56 26,39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 II-�-G 2A-2om 0.840 n 23.52 25.39 0 0 0! 0 0 0 0 0 11 V�J 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 I--G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 Val 12C-Osw 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 L-Cp, 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 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 1--G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 2.72 0.85 0 0, 0 0 0. 0 0 0 C 1613-30ad 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) 1661 100 421 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsofC 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 E:1Wrightsoft HVAC\Wynne Carp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N I&E OF SURVEY:j BOUNDARY COMPLETED ON: DESCRIPTION: BEING ALL OF 13987 DALIA AVENUE, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FIFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE e w w 0� Q� 0 w(/) 00 a c- J NO w D Z U C TIE IN FINAL TOPOGRAPHIC 9-04-13 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF DALIA AVENUE HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 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. 20' PAVED ROAD DALIA AVENUE PERMIT #: 13 13987 DALIA AVENUE LAST FIELD DATE: 9-04-13 CERTIFIED TO: SCALE: 1 =3o ALEXANDER J. PIAZZA PSK INC. WYNNE BUILDING 'CORPORATION DATE: 9-04-13 Surveying " Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM*LEBf Port St. Lucie, Florida 34983 JOB NO.: Phone: (772) 340-777013-16657280 Fax: (772) 340-2250 DATE: REVISIONS: _ ALEXAND J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2013\DWG\13-1665.dwg, 9/4/2013 2:48:57 PM