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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE R LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE ` AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS. IMPACT IMPACT FEE IMPACT . FEE CORRECTION �GENZERAL FEE SCHOOL ROAD CREDIT Y N LAW ENF IMPACT I.MPA IMPACT FEE FEE ti. FIRFJEMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED E FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF V 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 Co REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE 1 . RECEIVED _ K r = I - ` O1VtPLETD: .�, tc4t s 'j - x �n S qhn g�.N -o cilf; dl + �-.c3g.h �'uriY'-@� "�� .f. ' 3 Ye�t4 J + �•.: .:=Ltf3 4 T�i» v oI usEoN: DATE FILED. ^� 113 1 PERMIT Nt ER: PLAN REVIEW FEE: a;�5.00 10EIPT NO.- CERT. CAP. �VU.: CONCURRENCY FEE: RECEIPT NO.: _— ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED : c y St. Lucie County Building and Zoning a /VIV 2300 Virginia Avenue , FL Pierce, FL 34982-5652 LUCie r, 772-462-1553 �c}unt APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT `IN\FORMATION 1. LOCATION/SITE ADDRESS:y\`� 2. PROJECT NAME: Spanish Lakes SITE PLAN NAME: oun ry u i )agge 3. PROPERTY TAX ID #: 1101 1 I f-0001-000/.5' 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East % of section 1 township 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (ReolacemPnt home) 11. SETBACKS -(ACTUAL) FRONT: �Ot BACK: n 1UGHT SIDE: �jbl LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION fX] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: ' I 15. SF. FT 1st 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 Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne Buij!dina Corporation - ADDRESS: 8000 S . US1 402 CITY: Port ' S t. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): p12) s 7 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL. IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): U CONTRACTOR INFORMATION St. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESS NAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 S. US1 , Suite 402 CITY: Port St. Lucie STATE: FL ZIP: '14952 PHONE (DAYTIME): (17 2) 8 7 8— 5 513 FAX NO. 7 7 2- 8 7 8— 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME): (% 7 2 8 7— 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: - .. ' CITY: STATE: ZIP: LMTORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION - This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building.penmit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming —pools,. fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF.COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I c rtify that all the foregoing information is accurate all work-willbe done in ompl all applicable laws regulating constructs d g. OWI�IER R �DNTR�A�CyTR,S Gy C °�' C= - GlVA° STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The foregoing instrument was acknowledged before teary me this _ day of / / � A- c/ 20 /3 by Matthew r.yl a WNznne who is personally known L,"�or has produced identification. . Signature of No - 0 —rr�r 00raw AN LOW Commission No. MoRary 1) Salt of tll" wes • my Co. _ Wn Oct !: we Coomwo • iF 015M os Son" nm* N*mi try ANL The foregoing instrument was acknowledged before me this a ,9� day of /13 ,4 y , 20�, by Matthew Lyle Wynne who is personally known t/Wor has produced Signature of N Commission No. as identification. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE 909YA THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO 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. r I St. Lucie County Building '& Zoning 2300 Virginia Ave F�OF�p' Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub -contractors for`the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor _T St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CAc024379 Roofing Treasure Coast Roofing, LLC 19464 RC29027087. Gas PERMIT I i— — � I ISSUE DA' NUMBER:. i 6 G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F�OR10� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: a04�.,J� State of Florida Certification Number (If applicable): OO 0 9 4-% 2 S le- cl::r i YIC . have agreed to be the (Company Name/Individual Name) e le C f ri ca 1 sub -contractor for W ✓1 V ypam! Co(p, (Type of Trade) (Primary Contractor) for the project located at I a 0\*-\�CA (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED &z ___ �_aujhepae � �s !A, _1A SIGNATURE PRINT NAME DATE Business Name: S '4- 1) 151 Address: _�b 0 % 0J, c O ma r ROC& City/State/Zip: �IL Cp 7cZ— �L64/—!o1f/o Phone: email: OFFICE USE ONLY: PERMIT # ISSUE DATE l G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �ORI� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: $ 28 8 State of Florida Certification Number (if applicable): C A C Q 2 43 7 9 Comfort Control of St- Lucie County, Incl_vhave agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATt►RES ARE 11EQUIRED N Address: City/State/Zip: Phone: Barry Zimmerman PRINT NAME DATE Comfort Control of St. Lucie County, Inc. OFFICE USE ONLY: email:' PERMIT # ISSUE DATE COUNTY E L 0 R t D 7At PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC1428458 _ Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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 DAT Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com n-VVTr_ TT.Q'F f1NT .V PERMIT # ISSUE DATE r ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ' •��ORI�P• BUILDING. PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 T Y P a c 11 �P rna c t B n n f i n 9, T. T. C have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there'is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE 11EQUIRED Brian Ma1nne SIGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 R 1 6 SW R i 1 t m n r P St- City/State/Zip: Port St . ' Lucie, FL. 34984 .Phone: (7 7 2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: #1301 111 ()()(l1 non 5_, Fast 's of section 1 township 34S Range 39E, (Tax ID/L.egal descnption/Address)lying N&W of Turnpike Feeder 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 nest adversely affect the immediate community Property Owner Name STATE OF FLORIDA. COUNTY OF 4 t TdU r• i P ACKNOWLEDGED BEFORE ME THIS)tea DAY OF /V A 7 200 BY Jn,477WEO GtiG N 6 Y14NC WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED Li L6a a.a. SIGNATURE OF N ARY NOTARY PUBLIC TITLE IDENTIFICATION. cco ie n4 Y ?4NN 66ASKr .o TYPE OR PRINT NAME OF NOTARY (SEAL) COMMISSION NUMBER Moa INY ANN SASKNI Noley Public - Side of Flo W • My Cowin. hPins Od 2.20116 Cmaftlan • FF 015220 k" i "1111 NINw NIWy AIIR so Po3w aq 44 T-W--V- W--- WT-4r.-f�m.w wq" 040 4w4pffV -dWANUjWqPU -CO.OXAV PP.w MR AV W40W &VAOW*VWAk4 0 4V $W. PM"P aw 0 01110A*0 Am. MAP Asw —7�77 'W"Pow ow,63 =ld Aw L%*Xlo= PWOW iNIVA Omar - A, A4r *Poor— P341 MA/o*RPA,., 1 �lswqw =x'pjm*44 Mum Im"I -Afm -(7, 2MM 41OXWOO' d ft Y: ma Ncm I,, inav"NO imv :1 T/T'J 2b+929V--U- SUS75 Hinos:WOZIA T2:20 2T02--inf-ST JOSEPH E. SMITH, CLERK OF THE CIRCUIT COUR71- - SAINT LUCIE COUNTY FILE # 3841013 OR BOOK I PAGE 2040, RElcorded 06/04/2013 at,-r :51 AM t a. AFTER RECORDING -RETURN TO: PERMITNUMBER: •r NOTICE OF CON( The undersigned hereby given notice that improvement will be made to Florida statutes the following information is provided in the Notice ofco 1. DESCRIPTION OF PROPERn (Legal clocription and street addri 2. GENERAL DESCRIPTION OF IMPROVEMENT: -Lying 3. OWNER INFORMATION: a. Name W r- e a u i�7 l b.Address 8000 S USlr Suite 402s PSL, d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: - 8000 S. USlr Suite 402 PSL, FL 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BO 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the Slate of Florida designated by Owner upon whom n Section 713.13(1)(a)7.,Florida Stattites: John Brenna NAME, ADDRESS AND PHONE NUMBER: I Las Ca S i t 8. <n addition to himself or herself, Owner designates the following to rec 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I ye specified) -y ,'20_ Sigpifiure of Ow Owner's Authorized O(licer/Director/Partner/Manager State of Florida County of S r r r r i e The foregoing instrument was acknowledged before me this eZ By Matthew LVle Wynne _,as (Name of person) For Wynne auildinq Corporation (Name of party on behalf of whom instrument was executed) �D 7Q O r I r Y NN IVAski rJ wn (Printed Name of Notary Public) (Signature 061otary P Under penalties of perjury, I decIar that I have read the foregoing and belief (section 92.525, Florida�t "). or Owner(s)' A By: — R... orr]ortom(R—dins) 9'i.i, Sln Lc t-v—d lur -:,n dhy( lulu real property, and in accordance with Chapter 713. TAX FOLIONUMBER1301-11-0001-0003 )T BLDG UNIT cartinn 1. townshio 34s Ranqe 39E oE--Turnpike Feeder Road c. interest in property AMOUNT: or other documents may be served as provided by =466-1553 a copy of the Lienor's Notice as provided in Section r from the date of recording unless a different date is t THE EXPIRATION OF THE NOTICE OF COMMENCEMENT semoN 713AK FLORIDA STATUTES, AND CAN RESULT NOTICE OF COMMENCEMENT MUST BE RECORDED AND "END TO OBTAIN FDVANCrN CONc. rrT WTTH YOUR NOTICE nF COMMENCEMENT tthew Lvle Wynne Vice�r_EtaLdent t Name and Provide Signatory's Title/Officc of 20�_ authority... e.g. Owner, officer, trustee, attorney in fact) Known/. or produced the following type of ID: Ng111y w c) l 1 un l I CetfMlllrfn I A n:iw Rottlld it the facts in it are e rector/Partner/Manager who signed above: STATE OF FLORIDA E ST. LUCIE COUNTY THISISTOUrn 11 Y1MAI IHIS IS TRUEANDC R'E�CTCOPYOfTHE ORIGINAL. JOSE H SM(ITH, C RK IU . I De Wy Clerk Date: A WYi4vi�E Spanish Lakes Communities Division Port Saint Lucie June 17, 2013 BUILDING CORPORAT'r'ON 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 2 Julia Permit # 1306-0049 To Whom It May Concern: Miami Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to our Golf Village 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 To: Dotty Page 2 of 2 vV : 1 2011-11-16 17:28:09 (GMT) 'I!/Lo/JLOtpV riul I I. IVI or n to cem ions P. 001 Building Department of Port St, Lucie, FL CERTIFICATE OF COMPLETION THE CONSTRUCTION WAS CONDUCTED WITHOUT BENEFIT OF PERMIT OR INSPECTION AT THE TIME OF CONSTRUCTION. THIS CERTIFICATE OF COMPLETION IS ISSUED UNDER THESE EXISTING CONDITIONS AND CERTIFICATES ONLYTHE COMPLETION OF THE WORK. THIS CERTIFICATE DOES NOT INDICATE, NOR DOES IT IMPLY, THAT ALL BUILDING CODES HAVE BEEN COMPLIED WITH AS PREVIOUSLY INSTALLED MATERIALS AND WORKMANSHIP CANNOT BE REVIEWED AT THE TIME OF INSPECTION. USE CLASSIFICATION: Mobile Home BUILDING PERMIT NUMBER: 1104602 OWNER NAME: ADDRESS OF OWNER: ADI)RESS OF 116 W CARIBBEAN STRUCTURE: DATE OF ISSUANCE: 11/16/11 SEC/BLK/LOT: SPAN15HI LAKES GOLF VILLAGE CONSTRUCTION TYPE:MOB OCCUPANCY TYPE: R$ APPLICABLE CODE EDITION: FBc 07 DESIGN OCCUPANT LOAD: 0 AUTOMATIC SPRINKLER INSTALLED? N SPECIAL STIPULATIONS: BUILDING OFFICIAL Building Department of Port St. Lude, FL CERTIFICATE OF COMPLETION THE CONSTRUCTION WAS CONDUCTED WITHOUT BENEFIT OF PERMIT OR INSPECTION AT THE TIME OF CONSTRUCTION. THIS CERTIFICATE OF COMPLETION IS ISSUED UNDER THESE EXISTING CONDITIONS AND CERTIFICATES ONLY THE COMPLETION OF THE WORK. THIS CERTIFICATE DOES NOT INDICATE, NOR DOES IT IMPLY, THAT ALL BUILDING CODES HAVF BEEN COMPLIED WITH AS PREVIOUSLY INSTALLED MATERIALS AND WORKMANSHIP CANNOT BE REVIEWED AT THE TIME OF INSPECTION. USECLASSIFICATION: Mobile Home BUILDING PERMIT NUMBER: 1104 602 OWNER NAME: ADDRESS OF OWNER: ADSTRUCTURE,ESS OF IIB W CAAIBBEAN SEC/BLK/LOT: SPANISH LAKES GOLF VILLAGE CONSTRUCTION TYPE:MOB APPLICABLE CODE EDITION: FBC 07 AUTOMATIC SPRINKLER INSTALLED? N SPECIAL STIPULATIONS: BUILDING OFFICIAL DATE OFISSUANCE: 11/16/11 OCCUPANCYTYPE: R3 DESIGN OCCUPANT LOAD' 0 DUNKELBERGER engineering & testing, inc. n lrmrrarnn .- \ Density Test Report Project Name: Spanish Lakes Country Club Village Address: 2 Julia Project Number: PSL-09-3011 (BG 10.2) Date Tested: 7/8/2013 Technician Initials: MC Client Name: Wynne Building Corporation Permit No: --- 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 7/9/2013 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pef) Optimum Moisture (%) Dry Density (pcf) Cone Resistancel (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 113 12 113.8 --- 7.2 95 101 Pass 2 12 113 12 111.1 --- 7.0 95 98.3 Pass 3 12 113 12 113.6 --- 7.5 95 101 Pass Type of Field Density Test: ASTM D 1556 ASTM D 6938 ASTM, D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557). r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 34488 Daily Standard Count: Density: 2271 Moisture: 708 Test No. Soil Type Elevation, Test Location: 2 Julia, Structural' Fill 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) E' i11 J Co Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD Y— M SL J% Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field)... (1) St. Lucie County Building Department ... (1) David T. Y9 stro 4gg;o� Xiaoyan Zheng, P.E., PhD Senior Proj4ct M na&r FL Registration No. 68330 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. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.2) Progress Report.xls PR 43 jVESIDENT,rAL/C®.16 ME-RC'IAL B61LDING PERMIT CHECKLIST ,Site Location: I.......__._._._..__.�.__..__r� �`�.-�-._._....__..___.._._...__...-_....... _......... _._........ ....... .............. ._... _... _....._.._.._.... ...... _._._........._............. ___---- ..._.._....._. PermitNumher: Technician: ........ General: Application completely filled out with notarized signatures P ''" Yes �1 No N/A Sub Summary List with contractors' names and county & state . , Yes �1 No 171 N/A certification numbers Sub Agreements with original signatures "`' Yes � No U, N/A Owner Builder Affidavit Yes No N/A Owner Builder Electric Affidavit Yes U No N/A Yes C No N/A Filled Land Affidavit Geo or recorded warranty deed 0 Yes IS/o N/A Recorded Notice of Commencement ED Yes l- No 0/ N/A Utility Agreement or Paym.era Receipt Yes No / N/A Vegetation Removal Permit U Yes rI No 171 N/A Non Conforming Lot of Record Yes �' No N/A Plans, Calculations chi Attachments Q copies commercial/2 resid ntial : Complete set of plans with engineer/architect raised seal � Yes � No D N/A Truss plans reviewed and approved by engineer/architect Yes C No / N/A Landscaping and parking plan El Yes El 03 No � N/A 3 Copies of approved site plans Yes No N/A 2 Sealed surveys or plot plans with dimensions, finished floor _..r Yes 0 No 0 N/A elevation and setbacks Health Department approval stamped on survey and floor plan Yes No 1 / N/A Health Department food establishment permit stamp on floor plan 0 Yes C No N/A Manual J or Manual N calculations Yes � No � N/A .Signed Energy Calculations Yes No 01 N/A Sealed Wind Load Compliance Certification 91 Yes �' No � N/A Product Review Affidavit 1 Yes [7 No n N/A Page 1 of 2 M FtESIDENTIALIC'®1V.l.1VlE'RC.IAL BUILDING PERMIT CHECKLIST Site Location: Permit Number: --- Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWMD or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets RV and Mobile Home Tie Down Only (2 conies): 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: w Technician: INClear Form Page 2 of 2 Yes C71 No / N/A r Yes ri No N/A Yes C! No N/A C Yes 17 No N/A Yes C. No N/A ' Yes 03 No N/A 0 Yes' No N/A Yes I.J. No F_� N/A r.." Yes Ell No rs? N/A Yes ri No 51Q/ N/A 0 Yes U No d N/A Yes No N/A Yes E No N/A i3 0 Yes G No N/A VI' J,A CCMC_X 55781860- JUL ISPM12:28 Plan;: Loading: Begin IL ling: To Job: Arrive job: Start Unload: Finish Unload Leave Job: Ret'Plant: bustomei Code: Customer Namb: Customer Job Number., Order Code / Date: RODNEY HAL.LqS CONCRE"rE CONST 777 0711 `-3/ 1 Project Name, m I Project Code:- Project P.O. Nu' ber. Order P.O. Number: t"i 0 P, 0 Ticket, Date: Delivery Address: Map Page: Map/Row/Column: .07/19/13 2 JULIA f,D-e,liv,e-y r"- Dispatcher: Instructions: S PA IN I S I i LAKES OFF K IHWY' LHILLERY Ticket,Number: 32692080. . P . 1)() 100253�1-7 1092 End BLDNGa SLAB Due On Job: Slum Truck Number: Driver Number: Driver Name: 32 MACK RUDOLPH 5.r 0", AMOUNT LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE QUANTITY QUANTITY QUANTITY 5253F 5-00 3, 50 36. 50 113 25011) REG YD3 3. 75: 27.'.39 75 I382GOO FIBERMESH 150 LD I.00 1247818 FUEL SURCHARGE I _00 120i�749,ENVIRONMENTALZHARGE Cash Check'# /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check, Charge Comments: WATER ADDED: Al GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE RECEIVED JUL 23 CURB LINE -CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE L1,LoAbWAV,1ESTED BY: �Notice: -Our drivers will make every effort to place materials where the customer designates, but the SPECIAWTERMS: Any watepradded is at customers own risk. If water i6ad).ed on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the /is no long 'antAd. WARNING: Product may cause skin and/or e*re irritation! CAUTION: Material,, longer guaf terms I sale and delivery and accepts concrete as is. Due to important factors which are out of our?' may lb�/hazardquVlo,you d he Please refer to tWi5scKside oythis ticket for impor�' 0 P/safe� a t:lth. control after delivery, this Company will, not accept any responsibility for the finished results. No safetS�hanglip?�9�9r.rr,�ationiandtotPe a rialsafetyd h for additional information. atj s eels' c retumedt concrete. Buyers exceptions and claims shall be deemed waived unless made to us in w6firig �NUJHORIZED SRNATURE: within one business day after the receipt of materials. 31, LOAD NU\ 68UNIVERSAL QREV TRK.. )�(Xe,47_� 4. • This DeII#very Ticket incorporates he', -- by reference Buyer's previously executl Terms and Conditions, Seller's Quotatip r; if any, and Seller's Order Confirmation set forth on this Delivery Ticket ("Agre(;nrent"). Seller will provide the Standard T( that, unless otherwise noted on the fron'hereof, all cluantities and items were delivi pay in accordance with the Agreement. AGGREGATE / `CEMENT / CONCRETE P; plicati.on, if any, Seller's Standard citations of warranties), as if fully O'lItions upon request. Buyer agrees ited and further expressly agrees to DUCTS / 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 1P), 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. Hazard°, : 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 levelof 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. a First Ai'd: Inn 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. CE.MEX, Memorial .Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier termino e6dridar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantias)t, como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveeri los tdrminos estandares y condiciones detal- lados en c:aso de as% set- requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materi.*N s fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al Contrato; al menos que se identi- fique con Erna nota al frente de este documento. 1 AG]kEGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rocs volcanica, arena, grava y otros materialds silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanileria, pozzolan (tipo 1P), azulejo de azotea y ;estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, •dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) .la cual puede conteneranas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del m.anejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis palmonar y cancer si son inhalados. En caso do ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se urid`'ad: La hurnedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritaci6n o g quernadut-as en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel.. Use guantes,, pTotecc.i6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despu6s'del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de Jos limites recomendados, use protecc16n respiratoria. Primeros auxilios: Ern easo de contacto en los ojos, inmediatamente tluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expbngasc a afire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. y CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston. Texas 77024 Y2/12 ; Para mas informaci6n visita www.cemexusa com. CEMEX 5 Vr 7 6`9 4 95 lant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload- ``: Leave' Joti , ' RAW P Customer Code: Customer Name: .,V tr 1__Y`�� — r_ :._,li _ •.J 1� `.:IL c r r�u...t_ -1. rProjeddC de: Project Name: - _ Ticket Date: Delivery Address: Delivery Instructions: tJ Customer Job Number: Order Code / Date:, )) • :J u� L � t i f J .� % l� Project P.O. Number. Order P.O. Number. ;�-e-i'�i I�,_i'.5:_:;f i.tl:`'r��L i:!-jL'�°li�••'i Map Page: Map/Row/Column: Dispatcher: tt "IK"4���%. j..t Ticket Number: .r• Due On Job: P Customer Code: Customer Name: .,V tr 1__Y`�� — r_ :._,li _ •.J 1� `.:IL c r r�u...t_ -1. rProjeddC de: Project Name: - _ Ticket Date: Delivery Address: Delivery Instructions: tJ Customer Job Number: Order Code / Date:, )) • :J u� L � t i f J .� % l� Project P.O. Number. Order P.O. Number. ;�-e-i'�i I�,_i'.5:_:;f i.tl:`'r��L i:!-jL'�°li�••'i Map Page: Map/Row/Column: Dispatcher: tt "IK"4���%. j..t Ticket Number: .r• Due On Job: Slump: Truck Number. Driver Number: Driver Name: End Use: f.t:to�.°i Ga f;it) �.t�,• 25 r;; ;. :I,t:)01E2Y'9 n-3 ,T;E!_ DEI_PITORRE P_GHO- WALL LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION '' UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 9 4_? .. _1;,)t.) ly ��iTl :°�f �1^.';!~r "')3 ENV F 1E►...)(� MEN t (iL r s`—i!:r�,SE Cash Check # / Aulh Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge �l Comments: / WATER ADDED: 1 i GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: / 1 J� � SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors(which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: , within one business day after the receipt of materials. O (( / (� / 88UNIVERSAL PREY rRK.- INVOICE LOAD r`IL)Mg 1. This Delivery Ticket incorporates herein by reference Buyer's previously executed`, —dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati( F any, and Seller's Order Confirmation �i! aing limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree___-.rt"). 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.'If1. 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 incl.uye comp referencia at comprador (ya previamente ejecutada-en su aplicaci6n de crEdito), cualquier tei•mino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantias), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estandares y condiciones detal- lad.os 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 al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito,,roca volcanica,. arena,.,grav_a y_otros materiales silicios. Los productos de cemento incluyen Cemento de ti.po Portland, de albanilerfa, pozzolanr.(tipo IP), azulejo de; azotea y estuco..Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita,' granito, roca volcanica, arena, Brava. y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Conereto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido. corte y/o perforaci6n puede contener materiales silicos. los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander canticlades de agua. Las cenizas volantes pueden contener, amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irrita66n 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 ]a exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la pie[. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios' polvos. Si se expone a polvos mas de Jos lirnites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos-. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fordo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. Planning & Development Services Building & Code (Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 13o c,- oc m JOB ADDRESS: �L�acv�Pie(ce 3yC6 l BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: - � g-e QkjlG PEST CONTROL LICENSE #: -s% i 1� d, � 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 treated3S0 IF ),00L`4 Chemicals used: o i Percentage of solution: 1Q.cL_ Total gallons used: Date of Treatment: U-3-13 Footing Ist Treatment Re -Treat .Driveway I" Treatment Re- t Other , v I' Treatment Re -Treat Time of Treatment: ),o a Slab Ist Treatment Re -Treat _Pools 15t Treatment Re -Treat Perimeter for Final Inspection Signs ure Xbaerminator 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. FBC 104.2.6 .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 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. 1 f 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. e, I RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CA��a%bALI�131NIN'PORCH Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 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 15/14/0121 1 IT4386201 JA5 12 I T4386202 J A6 1 5/14/012 1 13 IT4386203 JA7 1 5/14/012 1 14 I T4386204 JAB 15/14/012 J 15 I T4386205 I A9 1 5/14/012 1 6 IT4386206 JA 5/14/012 7 I T4386207 I GRA 15/14/012 1 18 I T4386208 I GRB 15/14/012 19 I T4386209 J J2 15/14/012 110 I T4386210 J J4 1 5/14/012 1 11 I T4386211 J J6 1 5/14/012 1 112 I T4386212 I J8 1 5/14/012 1 113 IT4386213 I KJ8 15/14/012 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc: under my direct supervision based on the parameters provided by Chambers Truss. , Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. .,� Op,S A 39 0 0t STATE OF 441 ,�• A P _>� OR�9. ♦� C?� ,O N A; `G� o` l FL Celt. 6634 May 14,2012 Albani, Thomas 1 of.l' Model: M11: Yob Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 o eee ce o a ,Dam... i toss Inu., run rn:rw rr. O 4 rtwr. r are a rvv w cv is rims. ,.wv ,u_Fv w .a ,� ID:2GIScwwyYShnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 WCfgALeIXGy3TKyOD71 SbGTzGdw 1-0 74" 1%6-4 17-M 20-4-8 26-4-0 34-0-0 5-0 Mo 7-8-5 2-9-15 6-5-12 3-4.8 5-11-8 7-8-0 1-040 Scale = 1:59.7 4.00 12 5x8 = 6 13 12 3x6 ` 7x12 = 2x3 Il 2.00 12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.19 13-14 >336 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.39 10 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 171 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD 10-13: 2x4 SP M 30 WEBS 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=112510-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=2336/1492, 7-8=2310/1411, 8-9=2368/1397, 9-10=3053/1724 BOT CHORD 2-14=-2890/5212i 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 Structural wood sheathing directly applied or 1-7-8 oc pudins Rigid ceiling directly applied or 2-2-0 oc bracing. 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. 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; ,%tt1tIIli il'It ,��-p P,Cj A: A �j� ..... • • s • Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,N� 0`� ,.. -S ••'\0 E IV •. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� r` V _ . ��•, 2 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 O 39380 - -- will fit between the bottom chord and any other members. . �� * 5) 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. ✓ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at gS1„ :._. _ r.•-�" Mir Z .: joint 10. .'f-r" ATELiu 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O LOAD CASE(S) Standard ��� `S 1� 11N A� % FL Cert. 6634. May 14,2012 . A iAdRI M • VMJx desigrt parameters erred READ NOTES ON 7I73S AAFD INCLUDED NMREPEPYME PAGEN I-7473 BEFORE USE. � Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design' parameters and properincorporation of component isresponslbillty 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 u 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 brocing,;consult . ANSI/TPII Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East BIW. .Safety Informallon. available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4115 - If Southern Pine SP or SP p lumber Is specified, the deign values are those effective 0SA112012 by ALSCor proposed by'SPiB.. ,bob Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 Ali SPECIAL 1 1 eceo 'o Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 o9:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuF U M-iwY7grl6_KyOgB4 im MB Pu sHgDMO93McM Lh B9pvzGdvu 1-0 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0 1-0 B-11-11 7-M 2-M 2-4-8 5-7-7 8-0-1 1 -0-0 4.00 12 2.00 12 4x8 % 45 7x8 = Scale=1:61.7 34-0-0 10-641 10-0� 45-12 0-0 411-8 5-7-7 B-0-1 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 FBC2010rrP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 CSI DEFL in (loc) Well Ud TC 0.96 Vert(LL) 0.66 14 >604 360 BC 0.98 Vert(TL) -1.OB 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) 3x6 PLATES GRIP MT20 244/190 Weight: 174 lb Fr = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. Max Horz 2=157(LC 7) Max Uplift 2=816(LC 8), 9=816(LC 8) Max Grav 2=1305(LC 2).9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=2292/1373, 7-8=2300/1351, 8-9=-3064/1740 BOT CHORD 2-14=2847/5159, 13-14=1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11 =-1 53612836 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 ,i11111111l,, ,,PS NOTES % ,� �•••.... Ili 1) Unbalanced roof live loads have been considered for this design. cT • C.2) �i 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 ����: \.� �'.9!%i_ I F4 D 3938 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 .r u AT E 14/ capacity of bearing surface. v . .' 0 O ; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 616 lb uplift at joint 2 and 816 lb uplift at .0 T'. �` 1, 0,.• joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i� �5.. O R �\,�� , N .',,,s:0 LOAD CASE(S) Standard N Al Ew FL Cent. 663.4 May 14,2012 ®WAPJRM • Verify design parameters amid READ NO TEli ON791S AND INCLUDED ilE9EKREPEREhCE PAGE Mf1-7473 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 designparameters andproperincorporation of component is responsbllty'of bulling 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 R p'Te�• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - � V� fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informaflon available from Truss Plate Institute, 781 N. Lee Street, Suite 312,.Alexandria. VA 22314.. Tampa, FL 33610-4115' - If Southern Pme SP or SPp lumber is Specified. the design values are (hose effective 06101M1Zb V.ALSC or ropo'sed by SPIB. 4ob Truss Truss Type Qty Ply Carlton III with porch M11323 A7 SPECIAL 1 1 162'Grand Job e ce 'o Chambers Truss Inc., Fort Pierce FI. 34962 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu 1-0 8-10-10 14-0-0 20-0-0 25-11-15 34-M 5-0 -0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 -0-0 5x8 % 5x6 = 2.00 12 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TC 0.87 BC 0.96 WB 1.00 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=816(1_C 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) u 9 3x6 r 7x12 = 2x3 11 DEFL in (loc) Vdefl L/d Vert(LL) 0.61 11 >651 360 Vert(TL) -1.06 10-11 >376 240 Horz(TL) 0.37 7 n/a n/a Scale = 1:60.7 PLATES GRIP MT20 244/190 Weight: 164 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=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 =-1 412/2782, 9-1 0=-1 507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-1 0=-8 131405, 5-1 0=-1 72/456, 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-seccnd 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 pond Ing. 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/rPI 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 Ib uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .Frio 3938011,ATE j. i FL.Cert. 6634 May 14,20.12 . WARAM • Per¢y design parameters and READ N07ES ON 7N16 AND INCLUDED M =REFERENCB PAGE MII.7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown;. and is for an individual building 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 . erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MTek• ' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileda, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from.Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314- Tampa, FL 33610-4115 It Southern Pine,(SP or SPp lumber is specifiedspecifiedf the design values are those.effective 00112012 b ALSC or proposed by SPIB. :,ob Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A8 SPECIAL 1 1 ob eo a �.namnnrs i ruas inc., rart rrnrcn rr..avao< rcun - nyi c nay iv rayo i ID:WSJgpGZ peur6hk9UjG5yuFUL-A66WtBmkie5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0 8-8-4 12-0-0 15-84 20-4 22.0.0 24-8-12 34-0-0 5-0 -0-0 8 8� 3-3-12 3 8 4 4 8� 1-7-8 2 8-12 93-4 -0 0 4.00 12 5x6 = 3x4 = 4 14 5 2x3 11 5x10 615 7 7x12 = 3x4 = 2.00 12 i 10-0-4 i 20-4-8 ! 22-0-0 r 34-0-0 10-6-4 9-10 4 1-7 8 12-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 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) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (Ib/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) Scale=1:60.7 PLATES GRIP MT20 244/190 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 3-4=-5091/2819, 4-14=3839/2180, 5-14=3839/2180, 5-6=2457/1512, 6-15=2457/1512, 7-15=-2457/1512, 7-8=2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196; 11-12=1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=279/820, 5-12=913/539, 6-12=252/222, 7-12=-297/322, 7-11=-276/705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 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 ® WAPMNG - Verify design parantefers and READ NOTES ON 77HS bliD INCLUDED M EI: REFERENCE PAGE MI.7473 BEFORE USE. .Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown ` Is for lateral support of Individual web members only.. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteda, DSB-89 and BCSI Building Component ' Safety Information available from Truss ate Institute. 781 N. Lee StreeL.Suite 312, Alexandria, VA 22314. It Southern pine SP or SPp) lumber isPlspecified, the design values are those effective 0610112012 by ALSC or proposed by. SPI8. . ,, 0PS 11Au 111 0 <e rN 39380 OATE FL Cert. 6634 May 14,2012 i7Y�• . MiTek" 6904 Parke East Blvd: Tampa,FL33610-4115 - - - yob Truss Truss Type Qty Ply 62' Grand Carlton III with parch M11323 A9 HIP 1 1 o ee e �namoars i cuss rnc., rort rron:n n. a9aoc nun. ,. - n{n c toy , reyo ID:_etC1 cxC3ixVV?huls?ypJyuFUK-A66MBmkle5FlLfuK3ieQ3g13mg2onKWalxiLLzGdvt 1 6-7-15 10-0-0 15-2-14 20 4-0 24-0-0 27-4-1 34-0-0 5-0 -0-0 6-7-15 3-0-1 5 2-14 5-1-2 3 8-0 3�-1 6-7-15 -0 0 4.00 12 4x4 3x4 2x3 II WD = 4 16 5 6 17 7 i Scale=1:58.7 3x4 = 15 14 13 12 11 3x4 3x8 = 3x6 = 6xB = 3x8 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/rP12007 CSI TC 0.25 BC 0.56 WB 0.95 (Matrix) DEFL in (loc) Vdefl L/d Vert(LL) -0.21 9-11 >748 360 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a PLATES GRIP MT20 ` 244/190 Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=270(LC 8), 13=91O(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1216/687, 3-4=882/468, 4-16=801/463, 5-16=801/463, 5-6=-378/797, 6.17=-378/797, 7-17=-378/797, 7-8=89/270, 8-9=312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=244/271, 9-11=-13g/260 WEBS 3-15=-379/356, 5-15=256/643, 5.13=-1191/752, 6-13=263/230, 7-11=158/383, 8-11=-424/384, 7-13=-818/443 NOTES 1111111111111 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; ♦%-�A cj A, A�v ��j ♦♦� `v`P• • E N,9 �i� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�♦..•'� G ^9 • 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. 380 • t •= 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. * y 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at 9 and 910 lb uplift at 13. €aj • �iZ joirit joint w;"` 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.7ATE � _ •� 1(/ LOAD CASE(S) Standard oo.T�.10c'� O R Ai-E.♦• 111nn . FL Cert. 6634 May 14,2012 WARIVIM Verify di_q. pm-amdem-and RMDIVOTES ON THIS AND INCLUDED XTEKREPEREWE 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 responsblity of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional, temporary bracing to insure stabM ility during construction is the responsibillity of the 1Te�� 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 brocing,.consult ANSI/TPII Quality CrIteda, OSB-89 and BCSI Building Component 6904 Parke East Blvd. - Soley Informa8on available from Truss Plate Institute, 781 N. Lee Sheet, Suiie.312, Alexandria, VA 22314. Tampa, FL 33810-0115 If Southern Plne SP or SPp) lumberis specified the design values are those effective 0610112012 by ALSC or proposed by SPIEL mob Truss Truss Type Qty Ply 62' Grand Carlton III with porch M71323 A COMMON 9 1 e o ' 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:a3B4PavKnrtZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv 1 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-M 35-0-0 -0-0 6-7-13 5-9-0 4-71 4-7-3 5-9-0 6-7-13 -m 4.00 12 4x4 = 19 3x6 17 — 15 14 'V 12 2x3 ll 4x6 = 3x8 = 3x8 = 4x6 2x3 I I 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets KY): 12:0-3-14.0-1-81, 110:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.36 TCDL 7.0 Lumber Increase 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr YES WB 0.58 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 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) DEFL in (loc) Vdefl L/d Vert(LL) 0.30 14-15 >999 360 Vert(TL)-0.7314-15 >546 240 Horz(TL) 0.15 10 n/a n/a Scale=1:57.8 3x6 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 (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=2656/1547, 4-5=2606/1555, 5-18=2655/1658, 6-18=2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=2606/1555, 8-9=-2656/1547, 9-10=3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=-1635/3008, 15-16=1635/3008, 15-20=928/1921, 20-21=-928/1921, 14-21=928/1921, 13-14=1635/3008, 12-13=1635/3008, 10-1 2=1 635/3008 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 fVLV WhU- Verify design parmrwt.. and RM NOTES ON MS AM XCLUDED B17=REPERMM RAGEW1.7473 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 iis 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 4 the responsib111,ty, of the ' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldonce regarding fabrication, quality control, storage, delivery, erection and bracing; consult ANSI/iP11 Quality Criteria, DSB-89 and BCSI Building Component Safely Inlorma8on available (ram Truss.Plate Institute. 181 N. Lee Street,.Suiie312, Alexondi a, VA 22314. f 5outhern Pine (SP or SPp) lumber is specified, the design values are those effective 00112012 by ALSC or proposed by.SP18. . '1,11II111j1 �.,Z,• •`GENS...1, * 39380� ATE oo �00. J.NAI-E C�% 11r►1nlrt� FL Cert. 6634 May 14,2012 . MiTek* 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type oty Ply Carlton III with porch M11323 A COMMON 9 1 162'Grand e ce o 'o cnamoers nu- mu., run r— ri. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18= 43(F) 19=-43(F) ..�... ....•.moo ,..�...,...,�<�.'.,..'��'.....,.�.,..,, .��.. �.�,.��..�..� .�.......�..«_... ...a__ ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv A! ♦� /Qz�GENg' •y . No 39380 - aQ_ Mir ATE •:,� 11#8/ONAI-E� ���111111►1� FL Cert. 663.4 May 14,2012 AWARNING � Verify desWn parameters and READ NOTES ON 7WS AND INCLUDED MMKREFERENCE PAGE tf11-7473 BEFORE USE. Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsblity of building designer- hot truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilfity of theWOW fabrication; 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/nin Qua0fy Criteria, DSa•89 and BCSI Buflding 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 SPW Iumberls soeeifted, the deslon values are those effective 06i01f2612 by ALSC or or000sed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 1 o e ce l namoefs I — Ina., run rlar— rl. J oG nw ny. a o, i ayc ID: etC1cxC3ixW7huls7ypJyuFUK-eJgu5XnMWxD5vVE4unDtz,HMODABUXJXfp7gFtozGdvs 1-0 8-M 11-1-1 174)-0 181i-0 22-2-2 26 0-0 3440-0 -0-0 8-M 3-1-1 5-10-15 1.6-0 3.8-2 3%M1 8-0-0 -0-0 9 7x10 6 4.00 12 4 _ 3 2 4x6 10 Top chord must be braced by end jacks, Scale= 1:60.7 roof diaphragm, or properly connected </ 4114 = purlins as shown. 11 14 6xio 22 3�x4r = 29 28 - 26 25 24 4x4 = 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = i 8-0-0 11-1-1 18-6-0 26-0-0 i 34-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.26 2-29 >489 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 HOrz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joints) except 2=361(LC 8), 27=1182(LC 8), 26=1472(LC 8), 22=648(1_C 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=560/309, 3-5=-358/948, 5-7=-616/1259, 7-8=616/1259, 8-10=-616/1259, 10-12=616/1259, 12-13=616/1259, 13-15=616/1259, 15.16=-616/1259, 16-18=616/1259, 18-20=2145/1219, 20-21=2145/1219, 21-22=2236/1203, 6-9=163/310, 9-11=154/376, 11-14=226/417, 14-17=148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=834/497, 25-26=-373/630, 24-25=373/630, 22-24=-1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=766/630, 5-26=-501/320, 13-26=918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=36/367, 4-5=-562/478, 19-20=-345/311, 14-15=-509/387 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 MTek 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 phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 42 (flat orientation) purlins at. oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 23 in Z Id FL Celt. 6634 May 1.4,2012 Jh IVARAINUI • Verify design, parameters and READ NOYBS ON 77HS END INCLUDED Pd =REFERENCE PAGE 07.7473 BEFORE USE. Design valid for use only with M7ekconnectors. This design is based only upon parameters shown, and is for an individual building component. - Applicab7ty of design parameters and piroperrncorporatfon 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 responsiblltyof the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalMiTek• . guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Qua91y Criteria; DSB-89 and 9CS1 Building Component � � 6964 Parke East Blvd. Safetytnfermallon . available from Truss Plate Institute, 781N. Lee Street Suite 312, Alexandria, VA 22314. .Tampa, FL33810�115 If Southern Pine. SP or SPp) lumber is specified, the design values are those effective 06t01/2a12 b ALSC or proposed by SPIB. Job Truss Truss Type ty- Ply 62' Grand Carlton III with porch M11323 GRA HIP �,Q 1 ee c o ' unamoers r russ Inc., ron rlerce rl.. woz Kun: r.39U s rea Z4 ZuIZ rnm: r.SJa a APr LJ Za 6 ml1 arc maa5me5, ma. man may Iq ue:09[ la LU IL raga L ID:_etC1 cxC3ixVV?huts?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 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 (8). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 21-23=44, 2-29=-20, 24-29=47(F=-27), 22-24=20, 3-11 =1 03(F=-59), 11-21 =1 03(F=-59) Concentrated Loads (lb) Vert: 29=555(1`) 24=555(F) %/1111fill#"�' A• ENS*-. 39380 .0.. ATE 40 0. • hlilll . FL Cert. 6634 May 14,2012 WARNDYG - Verify design parameters anai READ R`O7ES ON MIS AND INCLUDED MTEKREFERENCE PAGE 101.7473 BEFORE USE. Design valid for use only with Wek connectors. This design is based any upon parameters shown, and is for an individual building component. - Applicability of design parameters and proper incorporation of component is responsblityof 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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidanceregarding M(Tek' fabrication, quality control, storage, delivery, erection and bracing, consult . ANSI/TPI.1.Qua8ty Criteria, DSb•89 and SCSI building Component' 8904 Parke East Blvd. Satety Information available from Truss. Plote Institute. 78I N. Lee Street; Suite 312. Alexandria, 22314. .,Tampa, FL 33610-4115 - - IP SouthemPine SP or S11 Lumber is s eciired .the design values are those effective 06l01P2012 ti ALSC or roposed b SPIB. lob Truss Truss Type 62' Grand Carlton III with porch M11323 GRB HIP �Qty 1 JPly 1 b ee wamoers rmss mc., rmsrrcwe n..vrnoc w, "7zG ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvCY ZVYGkYp1 fQpPEzGdvr 1 8.0-0 142.6 20-0.0 26-0-0 34-M -0-0 8-0-0 6-2.6 6-1-10 5-8-0 8-0-0 -0-0 4.00 12 5x10 3x8 = 4x8 = 3 16 4 5 5x6 = 5x6 = 6 17 7 Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x8 II 5x8 VVB = 3x4 = 6x8 = 3x6 _ 6x8 = i 6-0-0 14-2Fi 26-0-0 34-0-0 8-0-0 6-2-0 6-1-10 5 8-0 8-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Vdeft Ud TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BC 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 412,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 150 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 3-13, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer In.91allatioli 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 (Ib) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=1930/1173, 4-16=1930/1173, 4-5=-1175/2398, 5-6=1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8=829/387 BOT CHORD 2-15=1695/3431, 14-15=1717/3497, 13-14=1717/3497, 12-13=992/1974, 11 -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, 6-10=-1766/3430, 7-10=-3561375 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=5211; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at joint 12 and 384 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 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. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 663.4 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 a W Verify design parameters and READ NOTES ON 7WIS AND INCLUDED MITEKREPERENCE PAGE M I-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 responslbillitY.o1 the, MITek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldance regarding fabrication, quality control, storage, delivery, erection and bracing, consult - ANSI/TPII Quality CrIferlo, DSB-89 and BCSI Building Component 6904 Parke East,BlW. Safely InformaBon available from Truss Plate Institute, 181 N. Lee.Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33810-4115 If Southern Pine SP or SPp lumberis s ectfied,fhe design values are.those'effective 06t0112012 by ALSC or proposed by SPIB. glob Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 ee a 'o s.narnoers . mss mc., run nerve n. —oc LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=555(F) 10=555(F) nyi cu cu,c ru on u,uuauoaun.. ry rear , ny., r. ID:SrRaEyyrg04M76G r"'a—' WyuFUJ-7VEGIN_HFLyXfpGRUk6VUvC7ZVYGkYp1fQpPEzGdvr r Ot 3938 �• .fi'.z '. O .• ATE • �� FL Cert. 6634 M2V 14.2012 ® WARNING . Vm-Yjj design' pwwnders and READ NOTES ON THIS AND INCLUDED MTEKRSFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsblity.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 M'iTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality CrIteda, DSB-89 and BCSI bonding Component - . _ 6904 Parke East Blvd. Safety Informa8on available from Truss Plate Institut j6781 I'; ' Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine So or.SPp lumber's specified, the design values are those effective 00112012.b ALSC or proposed ti .SPJB. Job Truss Truss Type Qty Ply 62' Grand Calton III with pomp Mi 1323 J2 MONO TRUSS 8 1 b ere e o 'o �,narnuers r russ erc., ron nerve n..rraoc nw, np, o, -y.. ID:x1?zSIzTbJCDIIrGPH 1 QukyuFU I-7VEGItn_HFLyXfpGRUk6VUv00Zd5GvfplfQpPEzGdvr 1-0-0 2-0-0 1-0-0 2-M Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale =1:7.7 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl 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 ]nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 8 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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. BRACING TOP CHORD Structural wood sheathing directly applied or 2-D-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 ,May 14,2011 IVARPMG - Fern fg design pw a nAers and READ NOTES ON 7WIS AND IAELUDENWTEdi REFERENCE PAGE 16111-74 t 3 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. My Applicability of design parametersand proper incorporation of component is responsb0ity 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 i8e 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 Informallon-available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 33610-4115 If Southern Pine $P or SPp Iumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. ob Truss Truss Type Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS �Qty 8 1 ob Reference (ootionall enamoers i was inc., ran rierce rr, ageo[ .. ..., . ,� ,asp ID:PDYLfd_SMdK4MSQTz?ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 1-0-0 4-0-0 1-0-0 4-M 1 3x4 = 1 Scale=1:11.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl 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: 14 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=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. Ili; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at ,,,,1111� 11111111 joint 2. , ��-n PS A. q �� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %� �`v`•1 C E N LOAD CASE(S) Standard N 3938Qr i * Mir ATE .o A,<v .' � �0 N A i0 E 0��� FL Cert. 6634 May 14,2012 WARNMG Verify design parameters and RB®D KOTBS ON.7WS ARID XCLUDED DI(9'EKREFERENCE PLGE i}4i'I.7473 ARFORB USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is foran individual building component. Applicability of design parameters and proper Incorporation of component is responsiblityof building designer - not truss designer. Bracing shown�• ' . . is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ' ANSI/TPIT Quality CrBeda,.DS5-89 and SCSI Building Component 6904 Parke East Blvd. Sakfy Informa8on available from Truss Plate Insiitute,.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 00112012 by ALSO or proposed by SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 J6 MONO TRUSS 8 1 o ee cnamaers m russ inc., ran rmerce n. aaaoc -1-0-0 1-0A 3x4 = ID:tP6)tzj7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq 6-0-0 6-0-0 Scale=1:14.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=117/Mechanical, 2=24610-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=144(LC 8), 2=218(LC 8) Max Grav 3=149(LC 13). 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 ,.6111 A'''4t,����i '\CEPS. . N 39380 � Mir ., IHTE .40�. '#; '9/ONAL0�'`� FL Cert. 6634 May 14,2012 A WAR14 NG - Verify deign parameters and READ NOTES ON THIS AND INCLUDED b9 =REPEPXME PAGE MII.7473 BEFORE USE. Design valid for use only with MTek connectors. This design.is based only upon parameters shown, and Is for on individual building component.• Applicability of design parameters and proper incorporation of component is responsibility of'bulding. designer'- riot truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is. the responsibillityof the _ .. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M'Tek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iP11 Quality Crtieda, DSB-BP and BCSI Building Component - 6904 Parke East Blvd. . Safety Information available from Truss Plate Institute, I I N..lee Street, Suite 312, Alexandria, VA.22314. Tampa, FL 33610-4115 If Southern Pine Sp or SPp lumber is s ecified, the design values are those effective 00112012 by ACSC orproposed by SPIB. Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 J8 MONO TRUSS 0 1 c;namDers i russ inc., r•ort werce w. 34 tiz 1.0-0 3x4 = 1tun: r.svu s reD za zuiz vnnc raou s Aprza zuiz mi I eK mausrnes, inc. man may 14 us:o4:1 r zurz rage i ID:tP6jtzJ7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT7CFL2iSUGzwn7MvyGJ9MygzGdvq 8-0-0 r 8-0-0 Scale = 1:17.3 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft L/d 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 Na n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 26 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 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(1_C 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 capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at plate q Pint 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • • • �� •.. E N`SF LOAD CASE(S) Standard ,O •q�, N O 8 r '- -- •fir • • -� ATE 0.1 % nnn� FL Cert. 6634 May 14,2012. AWARNING,• Vertji�'design paramei:em and RPM NOTES ON 77HS 9ND WCLUDED MTEf{REFERENCE PAGE M►I-7473. BEFORE LW. 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 forlateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibllrity of the ' MITek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Foroianeral'guidance regarding . fabrication, quality control, storage, delivery, erection and bracing; consult ANSI/TPII Qualify Critedo, Iii and SCSI 0unding Component Safety Intormallon available from Truss Plate Institute, 781 1 Lee Sheet, Suite 312. Alexandria, VA 22314. - 6904 Parke East Blvd. Tempe, FL 33610-0115 ' If Southern Pine. SP or SPp (umber is specified, the design values are those effective 0616112012 by ALSC or proposed by SPIf3. , Job Truss Truss Type Qty Ply 62' Grand Cadton III with porch M17323 KJ8 MONO TRUSS 1 e io al cnamoers i russ ma, run rrerce n. a oc n�,,. ,..r.� o row <Y <�,« „N� <.. �<,.�„ �. ?_ ,.�,.,, .".' ," -... , , ..a,. ID: Lcg54J?LuEancmZr40b7WMyuFW`bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq -1-5-0 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.3 3x4 = M 5 3x4 = LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.16 2-7 >845 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 6 n/a Na BCDL 10.0 Code FBC2010rTP12007 (Matrix) Weight: 44 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-115 (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(1_C 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 WEBS 3-7=0/336, 3-6=1220/720 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (pif) Vert: 8=0(F=22, B=22)-to-4=124(F=-40, B=-40), 2=2(F=9, B=9)4o-5=-56(F=18, B=-18) A. E Ng.�g2 1 s 30 39380.���� Mir Z TE 4: FL Cert. 6634 May 14,2012. ®WARNING •Verify design parametem and READ N07WS ON 7798 AND INCLUDED =KRP.t ERENCE PAGE X17.7473 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 parometers:and proper incorporation of component is responsb0ity of building designer- not truss designer. Bracing shown Is for lateral support of Individual web membersonly. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responslbility ofthe building designer. For general guidance regarding. . M!Tek` fabrication, quality control, storage.delivery, erection and bracing, consult ANSI/1PI7 Quality CrNeda, 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 design values.are those effective 001/2012 by ALSC orproposed by SPI6. Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I For 4 x 2 orientation, locate plates 0-la' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available In MRek 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. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS Ct-2 C2-3 o WEBS c 4 O ci �'> 3 �,�� i �O UO U O � C7-8 C6-7 C5-6 0 BOTTOM CHORDS 8 7 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 MTek® All Rights Reserved lam 181 0 MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 General SafetV Notes, Failure to Follow Could Cause Property' Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable:for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at.10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. L09 I .. z ��a �._ I L t), -i3,e,j e- 4 P" FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE RAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: _vc, Permit Office: City, State, Zip: L , - 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 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ftz 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by Review of the plans and T11E ST,q?, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y'�i,, _ Z with the Florida Energy Code. 0 PREPAR D BY:1 _ DATE:. Before construction is completed this building will be inspected for rI _ compliance with Section 553.908 I hereby certify that this building, as desi e n complianc lorida Statutes. 6� with the Florida Energy Code„ COD WE'D OWN ER/ArFNT- _ - �_ 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 v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume' Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 __-_ 0 0 1 . ROOF v # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (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 RIBS 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 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo Space Zo Wall Type - - w - ' 1 N Exterior Concrete Block - Int InsbioomslnBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomSInBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins6loomSInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InslAoomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsEloomsInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int Ins[ loomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomsInBIoc 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 drn 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 ftx DUCTS — Supply — — Return -- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft' DSE=0.88 Attic 0.0 drn 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan [X] Feb X� Mar A r ] Ma X Jun X Jul Au Se Oct Nov Dec X� Heating f Jan (X] Feb JXXJ .Mar ] Apr r ] May X� Jun f X� Jul F �X� Aug jxxj Sep � Oct rx jxxj Nov f Dec Venting X Jan [X] Feb X Mar ] Apr ] May [X Jun [X Jul [X Aug X Sep Oct XNov [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) J 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 5/16/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope lleeakage 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 1 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 I + accessible manual OFF switch. Mechanical 1403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 j Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas I i HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per I Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft22 a. U-Factor: Dbl, U=1.30 114.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Electric a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2EF: 0.9 b. N/A R= ft2 c. N/A R= 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 y aving features which will be installed (or exceeded) n this home before final in ctio erwise, a new EPL Display Card will be completed ►ased on installed Co c n atures. wilder lgna ur * Date: \ddress of New Home: 9, J`G City/FL o *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 - F12Res2010 Section 405.4.1 Compliant Software Project Summary Job: wri9htsoft 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: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 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 @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD Daily range Relative humidity Moisture difference 15 L 50 61 OF % 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. wriihtsoft" 2012-May-15 09:age I 9 Right-Suftee�l Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: - wr-ightsoft® 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 Inf• • 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 (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF . (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 -4 7 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_ n-i 4 127 1 it'd 151 IVIAJICK LMV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightSOft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCCK E:1Wrightsoft HVAC\Wynne Corp162' 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 T/ Al AAAC nAAOA 777An AA7 AA7 I V I/ALJ IYVJ L 1 101 11-1)/'7L .7Y! 0t! Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� wri htsoft" 2012-May-15 09:1ge 2 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 ZC_K E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N - wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name 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/ft' °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 IA-riomd 1.270 n 35.56 26.39 39 0 ` 1387 1029 0 0 0 0 2A-2ob 0:630 n 17.64 22.24 1'5; 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-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 I--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 Vdl 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20, 20' 476 508 , 0 0, , 0 0 I{--Gp 11J0. 0.600 s 16.80 17.40 21' 21 353 365 21, 21 353. 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18, 282 276 702 602 0 0 61 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-Obru 0.097 2.72 0.85'' 204 , 204 554 1.74 80 '. 80 . 217 68 C 16B-30ad 0.032 0.90 1.68 1389 1389 .1244 2333 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 36.02 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 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 17399 0 16133 1027 588 14 15 Subtotal Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsoft- 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 'CC` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -+- wriyhtsoft` Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat cool 8.0 ft heaUcool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft2 45.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Coal 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 F--G 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0. 0 0 EL--�G 2A-2ob 0.630 n 17.64 22.24 0 0 0. 0 0 D 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0. Q 0 0.. 0 0 11 W 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-2om 0.840 s 23.62' 25.39 0 0 0 01 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 12C-Osw 0.091' w 2.55 2.16 0 0 ' 01. 0 52' , 52 132; 114 IW 1--G 2A72om 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=0bw 0.097 2.72 0.85 01 0 01 0 , 56, 55 152 48 C 16B-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 01049 1.37 , 2:08 0 0 oi 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 32 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 161 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri FtttsoTt' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 '�� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontroiofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ftz 52.5 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0:091 n 2.55 2.18 0 0 0' 0 0 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 0 0, 0; 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 �j 12C-0sw 0.091 s Z55 2.1'8 0 0. 0' 0, 0 0 0 0 I--G 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0.. 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 2A-2om 0.840 w 23.52 66.18 0' 0 01 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-Otav 0,097 2J2 0.85 68. '68, 185 58' 0 0 0 0 C 16B-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 i, 0 6 c) AED excursion -153 215 Envelope loss/gain 1 323 164 611 818 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 2554 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 1 1421 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wri F�tsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 'CC�'` EAWrightsoft HVAC%Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft° Right-J® 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 2 3 4 Room name Exposed wall Room height Room dimensions MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft MS BDRM 42.0 ft 8.5 ft heat/cool 14.0 x 19.0 ft 5 Room area 70.0 ft2 266.0 ft' Ty Construction number U-value (Btuh/ft'-°F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 �--G II-_- GG WI - L--G D 12C-Osw IA-rlomd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11J0 12C-Osw 12C-Osw 2A-2om 13A-5ocs 126-0bw 166-30ad 16C-19al 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 0.097 0.032 0.049 n n n n a a s s s sw w w w 2:65 35.56 17.64 23.62 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.62' 3.50 2.72 0.90 1.37 2.18 26.39 22.24 25.39 2.18 66.19 2.18 25.39 17.40 2.18 2118 66.18 2.22 0.85' 1.68 2.08 0 0 0' 0 0 0 0 0 0. 0 0 0 0 01 70 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 -.0 0 0 0 63 ,. 0 0 0 0 0 0 0 0 0 0! 0 0 0 0 0' 118. 0 1.9 0 115' 15 77 0 0 0 0 0 162 0 0 :_ 0 266 .0 89 0 01 0 77. 0 0 0 0 0 162 0 0 0 266 0 227 0 266 353 195 0 0 0 0 0 412 0 0 01 238 0- 194 0 334 381 167 0 0 0 0 0 353 0 0 0 447 0 W W L-G W P C C F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration b) Room ventilation 0 0 0 0 791 0 217 0 13 Intemai gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 34% 0 0 0 63 14 0 0 0 111 38 22% 34% 0 0 0 4077 896 0 0 0 2231 760 Total room load Air required (cfm) 1 1 77 4 149 7 12311 4973 2990 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsoft" 2012-May-15 09:13:19 TI`r 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 .4C00'. E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cato = MJ8 Front Door faces: N -+- wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area . 17.5 ft2 45.0 ft' Ty Construction U-value Or HTM Area (ftl 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 Cool 6 0.091 n 255 2.?8' 0 0 0 0 0 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 0 01 0 0. 0. 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 �G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-osw 0.091 s 2.55 2.18 0, , 0 0 6 0 ', 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0' ' 0 0, 0 ' 0 ' 0 11J0 0.600 s 16.80 17.40 0 0' 0 6 0.. 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IWI �--G 2A-2om 0.840 w 23.52' 66.18. 0 0' 6 01 0. 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0t;w 0.097 2.72 . 0,85 0 0' .. 0' 0' 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40. 76 C 16C-19al 0.049 1.37' 2.08 0, 6 0. 0' . d 0 0' 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion 1 -2 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 21 124 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tSotFt- 2012-May-15 09:13:19 9 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 5 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/W= °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VVVNNN 12C-Osw 0.091 n 2.55 2.1 B 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 36.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 01 0 Oi, ! 01 0: 0 0 11 VIJ 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 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 5081 0 0 0 0 D. 11 J0 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 L--G, 2A-2om 0.840 w 23.52 66.18 0 0 0, 0_ 0: 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 126-0bw 0.097 2.72 0.85 6 .0 0 `0 0 0 0 0 C 16B-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 a8 -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 extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri Frtsotrt' 2012-May-15 09:13:19 g Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 AGCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N F SURVEY. BOUNDARY PLOT PLAN U C TIE IN FINAL I IUf UbKArnIL; COMPLETED ON: 7-09-13 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 2 JULIA, OF THE UNRECORDED 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE PLAT OF COUNTRY CLUB VILLAGE, OF SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE ST. LUCIE COUNTY, FLORIDA. o LOCATED UNLESS OTHERWISE SHOWN. 2 M 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO070 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: 0 4:,FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 'SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO' THE L = LENGTH OF CURVE CENTERLINE OF JULIA HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT 0 = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNY, o 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. r SCALE: 1 "=30' DATE: 7-09-13 DRAWN: CJM JOB NO.: 13-1639 DATE: O N 2 JULIA PERMIT #: / 3 a� - o o ,? 0( EXISTING in iA AVERAGE TOP ,°,,' z OF FORMS 10.06' 25.29 vFi ELEVATION=28.09 W 10.90' M 3.12' ABOVE EDGE 57' OF PAVEMENT F cd , .71' rn IL I CALLE DE LAGOS 20' PAVED ROAD ALEXANDER J. PIAZZA PSK INC. Surveying • Mapping • Consulting 619 SW Biltmore Street *LEBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 ST FIELD DATE: 7 CERTIFIED TO: WYNNE BUILDING .CORPORATION a ALEXAND J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330 13 K:\BUILDERS\DWG2013\DWG\13-1639.dwg, 7/9/2013 3:45:57 PM