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Home My WebLink AboutSUBMITTED PAPERS'f -a ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial PERMIT APPLICATION FOR: Building PROPOSED IMPROVEMENT LOCATION: Address: 30 ORO GRANDE Legal Description: SECTION 26 / TOWNSHIP 36s, RANGE 40e Property Tax ID #: 3414-501-1701-000/9 Site Plan Name: SPANISH LAKES ONE Project Name: Setbacks Front 29' Back: DETAILED DESCRIPTION OF WORK: Residential X Right Side: 15' LeftSide: 113' Lot No. 30 Block No. MOBILE HOME REPLACEMENT: SINGLE FAMILY RESIDENCE - 3 BEDROOM / 2 BATH / GARAGE CONSTRUCTION INFORMATION: III MUU1L1U1J01wv1nwuc nivnnvu wJuei uunpennn—uicLrtau apply: ❑✓HVAC Gas Tank ❑Gas Piping _Shutters Windows/Doors ❑✓Electric ❑✓_Plumbing []Sprinklers []Generator ZRoof Total Sq. Ft of Construction: 2,275 Sct. of First Floor: 2,275 Cost of Construction: $ 58,000 Utilities:nSewer ❑Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name WYNNE BUILDING CORPORATION Name: MATTHEW LYLE WYNNE Address:8000 SOUTH US HWY. 1 SUITE 402 Company: WYNNE DEVELOPMENT CORPORATION City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772) 878-7656 Phone No. (772) 878-5513 Address: 8000 SOUTH US HWY. 1 SUITE 402 City: PORT ST. LUCIE State: FL Zip Code: 34952 Fax: (772)'878-7656 Phone No. (772) 878-5513 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: State or County License: CGCO3599 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name' BRADEN&BRADEN MORTGAGE COMPANY: X Not Applicable Name: Address: 417 COCONUT AVE. Address: City: STUART State: FL Zip: 34996 Phone: m21267-8268 City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or ano covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your prope Notice of Commencement must be recorded and posted on the ' bsite before the first inspe u intend to obtain financing, consult with le o n attorney b ore commencin c_ordmg vour Notice of Commencement. Signature;bf Own r ' _ se ,,. '1 'Sign - &7 ` STATE OF FLORIDA STATE OF FLORSIDA `COUNTY OF ST_ ucr� COUNTY OF —. �ucrr? The forgoing instrument was acknowledged before me this _ZLday of A/ovc"6E"Z-. 20 14 by The forgoing instrument was acknowledged before me this Ikdayof l4oc1&-Mdc;A.2014 by tvtc 6u,/,JWI M4T/-H67) CyLE /NyaNe (Name of personacknowledging)(Name of person ) fj n (Signature of Not Public -State of Florida ) acknowledging (Signature of Nota ublic- State of Florida )� Personally Known �OR Produced Identification Personally Known 61_� OR Produced Identification Type of Identifi doh du,e Type of Identific d d DOROTHY ANN BASKIN °�= ,,, DOROTHYA[JN Commission No ?+°. Notary PubiliS�6e of Florida Commission No ;'i°;•p•P`°! N VSKIN Y Public of Florida N. My Conm. Expires Oct 2, 2016 y; • 'S My Conm. Expires Oct 2, 2016 CoMmIsgin Bondad Through National Notary Assn. Bondad Through National Notary Assn. II Revised 07/ REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE `� �/ COMPLETE INITIALS cP �E C St. Lucie County Building & Zoning 2300 Virginia Ave [oaio 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 or Property Tax ID M) 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. St. Lucie County/ TradelName of Company/Contractor State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 ' Roofing Treasure Coast Roofing, LLC 19496 RC29027087. Gas IIPERMIT I ISSUE DATE: NUMBER: 06/18/2014 15:29 7728787656 - WYMdE BUILDING CORP_ PERMIT 0 ISSUE DATE PLANNING & DEVELOPN[ENT SERVICES Building & Code Compliance Division BUH.DING-PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor CenifimMOD Number. State of Florida CertificatiouNumber OfaWlicable): BR0009436 - s&w Electric have agreed to be the (Company NameQndividual Name) Ft rt•rt cal Sub-contractorfor Wynne Development Corp. (P (Type of Trade) . rmaryComtaetor) For the project located at 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 filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NIDTARIZEA SIGNATURES ARE REQUIRED Business Name: S&W Electric Address: 501 W Coker Rd City/Stste/Zip: art• Pierce,- FL. 34945 Phone: (777) A64_6496 email: ` 0 Lawrence Stubbs IGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OP 5-: ) c I ( i P THE FOREGOING G INSTRUMENT E/% T WAS SIGNED BEFORE ME THIS �� DAY OF';NSlt ..�PJ� , 20 �� BY 1. L f W I P {1 r P V 7Tl LVW WHO IS PERSONALLY KNOWN OIt IIAS PRODUCED AS IDENTIFICATION. r. L 11rJAA (STAMP) SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDSr 12/16/1013 °:raw; tAURA R. CUBBEDGE .: Commission 1s EE 209915 xpires EOctober 21, 2016 .,R ,. a,W7TNuTm/Feln6araroBOD3aN019 E T# ISSUE DATE ' PLANNING & DEVELOPMENT SERVICES fl Building & Code Compliance Division - _ BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contaactor Certification Number. ?ran l State of Florida Certification Number (Ifnpylicabl°): CFC1428458 Linclquist Plumbing have agreed to be the (Compaay Nameandividual Name) .Plumbing Sub-contractorforWynne 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 filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BTJSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIX.IED SAGPIA.' U'R rS ARE REQUIRED Business Name: Lindquist Plumbing Addrws: 31�5 19wed Rd- City/Sate/Zip: € p r PT V d R d S Phone: (77?) 40,1-19F9 email: Wade rase SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF. S! . M! G !E THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS /J' DAY OF /Vd dmEd ex , 20�r( BY lJ /fib t C / ;Ls E WHO IS PERSONALLY KNOWN k�-'_ OR HAS PRODUCED AS IDENTIFICATION. NGU�`/'�^�t ` ly" bt.' E.t-. %Slc�N (STAMP) anot�fY l�!✓� SIGNATURE Of NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:12/16/2013 DDROTHYANNBASKIN Notary Public - State of Florida • : : • 5 My Comm. Expires Oct 2, 2016 rf 4,P;� Commission # FF 015226 °utu•' Bonded Through National Notary Assn. ZO/Z0 39Vd d2108 91,lIa-iing 3NNAM 999LBL8ZLL EE:91 VIOZ/LO/80 07/30/2014 16:04 772878765r,— WYNNE BUILDING CORP PAGE 02/02 PERMIT# ISSUE DATE State of Florida Certification Number (if approablc): CACO24379 1 of St. Lucie County, Inc. agreed to be the (Company NameQndividual Name) air conditioning Sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) For the project located at or 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 filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) INOTAR ED SIGNATURES AF,E REQUMED Business Name: _Comfort Control of St. Lucie County. Inc. Address: 1 S01 Ri 1tmnre St C(ty/State/Zip: Port St. Lucie, FL,, 34983 email: Barry j�immarman PRINT NAME DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS � DAY OF ` \jwOQe. 20� BY : c ro , Z rr1 nnO_rr Q r'1 WHO IS PERSONALLY KNOWN J OR HAS PRODUCED AS IDENTIFICATION. J (STAMP) SIGP ATURE OF OTARY UBLIC PRINT NAME OP NOT RY PUBLIC o000,k,P, Notary Public State of Florida SL PDS:12J1612013 °' Jennie Knight My Commission FF 045851 or nExpires 08/15/2017 / I PERMIT # ISSUE DATE )PLANNING & ]DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucile County Contractor Certification Number: State of Florida Certification Number (ifappilcaver RC7 9 D 7 0 87 Treasure Coast Roofing, LLC have agreed to be the (Company Name4rulividual Name) Ronfina Sub -contractor for Wynne bevelopment Corp ('type of Trade) (Primary Contractor) For the project located at M (Project Street Address or Property 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 filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name oftbe Individual abown on the Contractor's License) NOTARIZED SIGNATURES ARE REQZUURIED Business Name: m,_reaeure Coast Roofing, LLC Address: 1816 Bi ltmore St City/statel2lp: Pnri- Sj Lucie, FL, 34984 Phone:ll5 (772) 343-8308 email: o�^^- Brian Maloney SIGNATU PRINT NAME DATE STATE OF FLORIDA, COUNTY OF SA b-0 THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF R%QV 1C�2t' 20� BY l�gctn J r ► 1c (s a WNGI9PERSONALLY KNOWN _ORHAS IDENTIFICATION. gle? 12-1�ruIAP PRINNT'NAME OF NOTARY PUBLIC (STAMP) ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property:--7JO 'Q)C� ` Q n� Part of 3414-501-1701-000/9- Section 26 Township 36s & Range 40E (Tax ID/L.egal description/Address) 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 0( 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, ormaintain in any form, adequate drainage off my property whit will not adversely affect the immediate community. Matthew Lyle Wynne c i!/�W \V 11 Property Owner Name" ropeity,0n_Szgnatre -' % Date STATE OF FLORIDA. COUNTY OFSt. Lucie ACKNOWLEDGED BEFORE ME THIS _. DAY OF / 0V&_Y'",eG-7Z,2OLY Sy Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HASPROOUCEO AS IDENTIFICATION. W>�^ Ov eaTK Y 4,jN �ASKiN SIGNATURE OF TARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER ST.LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS 2300 VIRGINIA AVE FT. PIERCE, FL 34982-5652 ATTN: JESSE BAXLEY, RECORDS MANAGEMENT 'PHONE: (772)462-6493 FAX: (772)462-6494 RECORDS RETRIEVAL REQUEST I REQUESTED BY: d, DATE: DIVISION/DEPT. PHONE: RECORDS REQUESTED: BIN/BOX # GS# DESCRIPTION ITEM# DATE(S) . a G r rye Wq - '1 a r _.DATA TRANSMITTED BY. PHONE: Q FAX: O MAIL/COURIER: O IN PERSON: RECORD(S) RECEIVED BY: DATE: _/_J RECORD(S) RETURNED BY: DATE; —I RECORD(S) RECEIVED AT FACILITY BY: DATE: J� COMMENTS: d F CR \ 1' RETURN SIGNED COPY WHEN RETURNING REQUESTING 4 ' I SLCC/IS: 9/24/09 I 01/21/2015 18:04 772589646 -- KSM ENGINEERING PAGE 03/03 y, KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8486 FAX61) 845-8876 E MgfILK@M ryt N ERU�,�'I [ ST. LUCIE (772) 229-9093 C.A.:; 5693 $V C7Q A 'j FiEF tiT FAX (772) 589.6469 ASTM D 1557 and ASTM D 2922 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION January 20, 2015 14120043 Wynne Development Corp. 30 Oro Grande Way Spanish Lakes I Port Saint Lucie, Florida JOB # : 150147-1d/ESlkm ITEM TESTED - Compacted Foundation Fill TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 38 111.7 114.0 98.0 2. N.W. 46 109.6 98.1 3. Center 40 108.7 95.4 4. S.W. 38 112.0 98.2 5. S.E. 42 110.0 96.5 Soil Description: Brown and Gray Sand, Slightly Clayed In Place Moisture. 7.0 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 114.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Dpgn6061 "CArlipaction Meets to Natural Grade. 115.0 1 W E1140 I I G I I H I I T P 113.0 I—••—•F— —I h F— r —Y— —I I I I I I I I F I I I I I I I D I I I I I I I R y 111.0—.._._..._I.._..�.._..�.._.�._..�.._..� 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED ]AN-2.2 2015 P+a ltt,4�WrTgc�Saint Lucie County Building Department Fax t1-878-0224 E-mail to: dotty@spanishlakes.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 JOSEPH E. SMITH, CLERI: THE CIRCUIT COURT — SAINT LUCIE COP FILE # 4018184 OR BOP., 594 PAGE 2091, Recorded 12/02/2014 11:37 AM AFTER RECORD NG0.ETURN TO F PERMIT NUMBERI r1:i,.iiuv c irt.....-. N". 11'. J.- ... ::• f NOTICE OF COMMENCEMENT The untl<rsignea hereby given notice that improvement will be made to cedei n. real property. and in accordance with Chapter 113, Fond statutes the following information Is provided in the Notice of commencement. fl,cgal description and shoat address) TAX FOLIO NUMBER; 34I-—SO1-1701-0009 2.GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3 O"ER(INFORMATION: a. Name c. interest in proPcay d Name and room. of fee simple titleholder (if amen Nan owoeq N. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne DeVelOpMent Cor r t iOn 8000 S US1 Suite 402 PSL FI 34992 772-87R-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: b. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons within the State of Flonda designated by Owner upon whom notices or omen documents may be served as provided by Section 713 13 (I1(.) T. Hondo Statures: Doug .Brantley 1 Silver oak Dr_ PST, FL- 201-8918 NAME. ADDRESS AND PHONE NUMBER: g. N addition to himself or herself. Owner designates the following to receive a copy of the Lieoor's Notice as provided in Section 713.13 (00), Florida Statutes: NAME, ADDIRE$S AND PHONE NUMBER: 9. Expiration dam of notice of commencement (the calcination data is I year hom the data of sea.rding ..lass a different data is specified) ._. 20_ Matthew Lyle IN nne, v' —P ;dent signature of Owner or Print Name and Provide Signatory's Titm/Omcc Owner's Autlmrirrd OR¢rlpireaor/Portnv/M.roger 5tate of Florida County of S f zie The foregoing instrument n was acknowledged before me 'his tla [o y of /✓O Ve -6 ga. . xo�_ By M tthvLyle Wynne ,as I/fc.E eRES Is wr (Name of person) (Type of aumonry.. e.g. Owner, offeer,'msae, at'orney in fact) ,,Wynne Building Corporation (Name of Many on behalf of whom instrument was esecwcd) Personally Known -.,produced the fallowing type of ID. _ �n,ETJty IiNN /J HS,G.a (Q; n w(N Ua .CYJ ,:- (Pri and Namc o(No'uy Publm) (Signature of Not Public) Under penalties of perjury, 1 declare that I hive feed the foregoing and that the f is in it arc true to the bell of my knowledge And brief (section 92525. Florida Statutes). Signawra(B) of or Ow. r(s)' Authorized Office m<dar/Partner/Manager who signed obme By: By R... amasonor—,a.n STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. j& E. SMITH, ERK C1e Date: D O2014 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34992 Phone: (772)462.1553 Fax: (772)462.157a THIS IS NOT A RECEIPT Permit Number: SLC- 1412-0043 Contacts: Contractor Payment Slip Online address: http;INn,w.stlucieco.org/planninglperrriWng.htm Quick Links: Pelrnit Status Lockup online Building Inspection System baily inspector Schedule Matthew Wynne / Wynne Development Corp Property Owner Wynne Building Corp Property Owner Wynne Building Corp Job Address: 30 ORO GRANDE WAY Permit Date: 06 December, ZU14 BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) (772)878-5513 Fax (712)878-0224 Fax Fax Fee Description: Amount Due: NPermi665 N-Permit Fee- Residential & $1,773.41 Commercial - New & Additions NBIMS651 N-BP BIMS $5.00 N8PSur950 N-BP Surcharge - Permi685 - $26.60 Res & Comm - New & Additions N9P7ru1009 N-BP Trust Surcharge - Permi685 - Res & Comm - New $26.60 & Additions Total Unpaid Fees: $1,831.61 To check the status of your permit, day or night, use our on-line progam: http:l/www.stlucieco.org/planninglpermitting.htm Copy and paste this in your internet browser and add it to your favorites, RAC � -L - laJ.�J'� 12/6/2014 10:39:57 AM St. Lucie County Building & Zoning Department 2300'Virginia Avenue Fort Pierce, FL 34982 772462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release\ PermitNumber:�� \�—��\\�—�� Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FORA PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is,requested for the above stated purpose only, and there will -be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein. by reference. 3. All conditions and requirements listed. in the attached document entitled I "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in,writing to the Building Official stating the: reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD.HARMLESS,ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICHMAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE CURBED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN TF VENT OF VIOLATION'OF T�fi AGREEMENT` DAT DATE �j DATE Professional Insulators of South Florida FTC Insulation Installation Certificate To: St Lucie County Date: !July 31 2015 Re: Lot/Block: Address: 130 Ore Grande Way Project: Thn nodardianad harahv rertifes that incnfntinn has been installed in the above described nronerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose Thickness in inches: ]0.25" X Fiberglass Blown Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Vnluc: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: 10wensCorning Spray -on Cellulose Density: I Open Cell SPF R-Value• R-11 S. The following have been insulated: a, :�'•; soon •�» '%~�t1 •. ��: ,•'�b.,�S +fO;�0'�� •+o# ions � Wynne Building Corp�.•'��,g�b'*ntr�,'p�r,+ General Contraet/Builder CBC1254041 Competency # Professional Insulators of South Florida tne. Insulation Contractor By: � By: RECEIVED AUG 11 205 08/10/2015 09:,02 772878I c?«5 WYNNE BUILDING ^Po< PAGE 02/02 Professional Insulators of South Florida FTC Insulation Installation Certlfieate To: ISt Lucie County I Date: IjuLv3l,2015 Re: Lot/Block: Address: 130 Ore Grande Way Project: The undersiened herebv certifies that insulation has been installed in the nhrne described nronerty ns fnllnwse 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose —Thickness.in_inches�--- 1025! ...__ __� FiberglassBlown - - Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil R-Value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Thickness in inches: 9.51• X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: I Rock Wool Thickness in inches: 3.5•' Polyurethane Manufacturer: Owens Corning Spray -on Cellulose Density: I Open Cell SPF R-Value R-11 5. The following have been insulated: µugr 41 .' . A rMrtb�••f ,�,.. e+►04P S1 to 4A �+ Wynne Building Corp General ContractfBullder CBC1254041 Professional Insulators of South Florida Inc. Insulation Contractor RECEIVED AUG 10 ?ni�, 08/10/2015 09:02 7728787555 WYNNE BUILDING MPP PAGE 01/02 Professional Insulators of South. Florida FI'C Insulation Installation Certificate To: 1St Lucie CountY Date: liuly31,1015 Re: Lot/Block: Address: 128 Ore Grande Way Proles: mh., ....n......:....e i.o..ol.that :,....lef:nn has hoan inafallrrl in fho nhnvo.io%veihM mmnerty as fnllows: 1. Exterior CBS walls have been iusulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings (level) have been insulated with: Spray -on Cellulose X Fiberahm Rlowa------- Manufacturer: Owens Corning Rock Wool Blankets Density: Aluminum Foil R-value: R-30 Polyurethane Open Cell SPF Ceilings (Inaccessible) insulated with: Spray -on Cellulose Tbickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Owens Corning Ignition Barrier Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls bave been insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition wails of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: lowens Corning Spray-ou Cellulose Density: Open Cell SPF R-Value: R-11 S. The following have been insulated: CO �.'�^^* :` •�p• :y�: �j M!� :. •, w=+ a�' lao .le!•�^��` �2% Wynne Buildio Corp+v�r General Contract/Builder1` CBC1254041 Competency # Professional Insulators of South Florida Inc.•y,'e�ej Insulation Contractor RECEIVED AUG 10 2015 1 r KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED July 31, 2015 PERMIT # KSM JOB # : 151604-1 d/ES/km CONTRACTOR Adams Consulting and Design CEIV JOB LOCATION 8630 S. U.S. Highway 1 Port St. Lucie, Florida AUG / 6 2015 ITEM TESTED Footer for Fountain BY: TEST LOCATION DEPTH *PEN DRY MAX.DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. East 2. West Soil Description: Gray Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 105.3 P.C.F. 0" - 12" ,. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Ren. 44 104.4 105.3 99.1 40 103.7 98.5 107.0 W E I G 106.0 r H I I I I I I T 105.0�.—..—i.—..— P I I I I I C 104.0—..—.�—.. .!—.._.�—..—�.—.. !.—..— I I I I I F I I I I I I 103.0—..—... ..—.!—..—.�—..—�.—..—!. D I I I I I I R I I I I I I Y 102.0 a ••—•!—..—.!—..—.!—..—!•—•.—!•—. — 8 9 10 11 12 13 14 Grade. Moisture - % of Dry Weight Fax 7,i�81e County Building Department ///III 11 I %Mnald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 66366 • Termite Inspection • Termite Pretreatment • Pest Control • Rodent Service. • Fire Ant Lawn Service • Whitefly Treatment �e5�5 Christ is �o�q 772-323-7921 1, fflcf A - Toll Free: 1-877-365-9990 Termite & Fax: 772-340-5990 Pest Control, Email: Evictabug@gmail.com Inc. 2373 SW Woodridge St. • Licensed & Insured Lic. JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I / FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE �' !�- 1 TIME' G1, O b. DEV LOPMENT NAME (PROJECT) CO TRACTOR'S NAME I { ` ICr1� CONTAPT PERSON tcs ( 1! f/�L1 v�1' rt 7^L7d,P STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY �D Q Gca,•r)e i P-)f'x•,i OSL Si- I_c trQ NOTES P(n1i l?— l �11a' (3b�1 ;nc C,{,n Irreu cai �VGSci TREATMENT TYPEIAREA ❑ FLOATING ❑ MONOLITHIC �YATIO O GARAGE ! aDRIVEWAY ❑ STEM WALUFOOTERS ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS Q. TAMP & TREAT ,LTCTREAT ONLY AINAL ❑ POOL DECK ❑ OTHER ❑ ADDITION PRODUCTS BASELINE ❑ OTHER ACTIVE INGREDIENT CONCENTRATION �3).06% ❑ :12% SQUARE FOOTAGE_ ❑ DOMINION 2LACTIVE INGREDIENTIFENTHRIN ❑ TERIv11DOR SC ❑ BORACARE ❑ .25% SQUARE FOOTAGE VERIFIED �rYES ❑ NO DYES ❑ NO ❑ .05% ❑ 23% L! 9%°. ❑ -: 00 K)MEASURED OR VERIFIED PER PLANS DETAILS ❑ DISODIUM OCTABORATETETRAHYDRATE GALLONSAPPLIED lira LINEAR FOOTAGE -�j'oO �lC�`VF )V As per 104.2.6 FBC- If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The. building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line �..n 7- 6 - r S FINAL STICKER f _ ❑ ELECTRICAL PANEL El WATER HEATER OTHER 1... Ii \ fh Pot 0( Payment Terms: Payment due at time of service. Date Date Bug Termite and Pest Control, Inc.) Customer (Property Owner crAgent) 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 #: 14/a- o oH3 JOB ADDRESS: 30 oco G coy' k l J ay,L BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: - G' PEST CONTROL LICENSE #: I-!!" t% We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 051� oo !L Chemicals used: BALa�D Percentage of solution: 0 Total gallons used: �dd Date of Treatment: �7`t- rf Time of Treatment: a`--o 0 _Footing 15t Treatment _Re -Treat ,,-)ODriveway TO 151 Treatment Rrgat 0 er A i� Treatment _Re -Treat Slab 11 Treatment _Re -Treat _Pools 1n Treatment Re -Treat _Perimeter for Final I spection 9A__ Sign ture erminator Note. There must be a completed form for each required treatment orre-beabnent and this form mustbe on the job site to be picked up by the inspector at Me of each inspection or the scheduled inspection will fail and a•re-inspection fee charged. FBC104.2.6 Cer i mte of protectve Treahnentfor pmventibn oftemtites A weatherresistantjobsite postlng board shall be provided to receive duplicate Treatment Cerlifirates as each required protective inwbwent& 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 /oration, area treated chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective &eabnant. If the soi/ chemical barrier method for termite prevention is used, final exterior tmatment 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. l� TITAN CONCRETE Materials for Life" pew70 ,.- "Thank you - We appreciate your business" FORT FIERCE 4199 SF_LV17Z ROAD Fl- FIERCE, FL_ 34982 ��gUl lDrt,D 1 c N � i MfMeF-� ^ Ticket no. 267593 Delivery date Plant Truck Driver Truck size y Type jobs _ . �_ Customer To'.5 Cu� l �' I uuC4, cc Zone v' "" Tax CD+ R1 `'r_w^ Tarmac protect no. Customer P.O. no. Order nor `"TTerms code j.Charge delivered 3-C.O.D., Time dul e r v .. , 24Chargep.O.B. 4{,O.D -F.O.B. _ Delivery name and. address Lot Block County ST LUCIE COUNTY �� 30 ORO GRANDE, FORT FIERCE Instructions US 1 S, TL MEDITERRANEAN BLVD, TL SILVER OAK Rb, TR EL CAMINO REAL, TL ORO-GRNADE—SPANISH LAKES i#1 Slump G.Oe Quantity r 1 Product _ ; liyN1 Unit.. price IAmouM Load Cumulative Ordered Code Description 9. 00 9.00 9.120 CAL ;H8F' 103000 #8 PM CY �s 1. 0,0 - 80t 1007 FUEL SURCHG LD 1100 80l i014 ENV I RON SURCHG Lr c0 Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant Subtotal Sales tax TOTAL additional water addedTo�� is concrete will reduce its strength. Any water addedIIs at c 1u1s''tomer's risk. /Ga Gallons of water added:_ llons of water added: _ Gallons of water added: — Am t of CY R tained: Customer Approval: Customer Approval: Customer Approval: Customer A r valy j Tested Tested properly No. Authorized and E leie d ❑Yes ❑No ❑Yes ❑No` 6963394 IX Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct r`I IcrnnACG rrnov TITAN FLORIDA LLC r TERMS AND CONDITIONS OF SALE. 1. All sales will be subject to these terns and conditions ("Contract") and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein by reference; all other terms, including any terms contained in Buyer's purchase order. are excluded unless agreed to by Seller in writing. Any changes must be in writing and signed by each party. This Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating to this Contract, Buyer hereby consents to thejurisdiction and venue of the state and federal courts for the location of the delivery site of the goods sold hereunder. 2. Payment terms: Net the last day of the month following the month of delivery, without deduction, retainage, setoff or charge backs. A cash discount of 1 % 10" proximo may be deducted if no previous balances are past due. Interest at the lesser of 1'/% per mouth or the maximum rate allowed by law will be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable federal, state and local sales and use taxes. In addition to any other available rights and remedies, Seiler will be entitled to recover from Buyer all costs of collection and litigation including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat- isfactory to Seller. Failure of Seller to exercise any of its rights will not be deemed waiver of any such right. 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and for any waiting/unloadingperiods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic yards. The minimum load for each delivery is I'h cubic yards. 4. Buyer will give Seller at least 48 hours prior notice of the time said rate of requested deliveries. Delivery schedules will be mutually agreed upon between Seller and Buyer. Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in delivery. 5. Buyer must provide suitable approar hes to :.alivcry point%beyond paved streets. For delivery beyond curb lines, Buyer assumes all liability for damage to vehicles, sidewalks, driveways, pipes, septic tanks, and/or other property, and Buyer will indemnify and hold Seller harmless from and against any and all liability, loss and expense incurred as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller. 6. Buyer is responsible for full payment of, including all costs of disposal and Seller's return charge per truck for, (i) orders not cancelled at least one hour prior to delivery time; (ii) concrete delivered due to Buyer's mistake or in excess of requirement's; (iii) concrete not deliverable due to unsuitable approaches. 7. Concrete prices and quantities are based uponthe wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured "in place'. Yield will be established in accordance with applicable ASTM standards. Buyer will payall charges incident to inspection or testsmade by or on behalf of Buyer. S. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ("AC I") standards, when tested inaccordance with ASTM and evaluated by ACI standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one year after delivery thereof. Seller will uphold its watanty obligations under Florida statute 718.203, as applicable: ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION Ti-IF WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY EXCLUDED. THE REMEDY SET FORTH IN THIS SECTION 8 WILL CONSTITUTE THE SOLE REMEDY OF BUYER UNDER THIS LIMITED WARRANTY. 9. Seller will not be responsible for slump, strength or quality of any concrete to which water or other material hasbeen added by or on behalf of Buyer. Buyer will be responsible to see that the concreteis handled in accordance with best construction practices. Seller has no control over the placing or handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after unloading from coming into contact with any material, such as aluminum, which may adversely impact concrete strength. 10. Buyer will furnish any admixtures or ingredients it desires that are nit regularly supplied by the Seller in the marketplace. Buyer will be solely respon- sible for theeffect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or which may be required to provide workability,. strength, setting time or w-ater'cement ratio, will result in an additional ingredient charge payable by Buyer. IL Concrete will be batched and delivered inaccordance with ASTM C-94. Concrete .empereture will be dictated by the environmental and material condi- tions at the time of delivery. Any requirement beyond these conditions will require th; implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of arty claim against Seller as a result of any alleged nonconforming materials or any other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary time for analysis of the test cylinder), timebeing of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of ail such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING. WITHOUT LIMITATION, ANY DAMAGFS RELATED TO DELAY. WHETHER. BASED ON STATUTE, TORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOTARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. IN NO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO THE PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive, Deerfield Beach, FL 33441. 15. Severability. The unenforceabilityof any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each. other provisiop ofthis Contract will be severable and enforceable to the extent permitted by law. [':WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES. CONTAINS PORTLAND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE. SKIN IRRITATION OR INJURY. AVOID CONTACT WITH SKIN WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY WITH WATER. IF ANY MIXTURES GET INTO THE EYE', RINSE IMMEDIATELY WITH WATER AND GET PROMPT MEDICAL ATTENTION. KEEPOUTOFREACH OFCHILDREN. MATERIAL SAFETY DATA SHEETS (MSDS) ARE AVAILABLE AT W W W.TITANAMERICA.COM. Rev'd 2-OS N TNTAN Materials for Life° gcrete Delivery date plant 02/27/15 Customer n3@004535 10 1 ':Thank you - We appreciate your business" �F\ORT -PIERCE `99 SELUITZ-ROAD �uERCE, FL 34982 628 Truck Drive\_ 14f �:, HER JR, JESSli am rernr%=NEY HALL CONCRETL'� ,Zone Tarmac projer1003 1 ( Customer P.O. no. Delivery naC3gand dddrCjs2 COUNTY 30 ORO GRANDE, FORT FIERCE no. 18740 I no. 287454 . size 1 041TYpejab D R I e tiCharge delivered 3-C.O.D. 4 2-Charge Foe. 4C0.D.1 \Lot r I CAMINO REAL, TL ORO GRNADE—SPANISH LAKES 41 Quantity _ Product --.I CA 9JA`9LM " 500 057 10[t901 'MASTERFIBER M70 • 75: 80i 1007 FUEL SURCHG 80t1014 ENVIRON SURCHG Gallons of Finish Leave jdischarge - I I 9 job site Arrive plant Subtotal ' _ Sales tax TOTAL _Jute its strength. Any water added is at customer's risk. er added: Gallons of water added: Gallons of water added:_ I Amt of CY Retained: .oval:_s Customer Approval: Customer A Tested .Tested properly - No PProval: Customer Approval: O J 2� I Authorized hor andseive b— y Yes do ❑Yes ❑ No CY CY LD LD Safety isa constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: _ Address: Correct Not Correct LU Qt7 eot (County CUSTOMER COPY , 5. Buyer must provide suitable approaches to to vehicles, sidew�iks, driveways, pipes, se all liability, losrdnd expense incurred as a gross negligence or willful misconduct. 6. Buyer is responsible for full paymenta , in` prior to delivery lime; (ii) concrete deli"' iTAN FLORIDA LLC TERMS ANI Seller, incorp, m.d herein CONDITIONS OF SALE Seller in writing. Any changes 1. All sales will be subject to these terms andP_,�onditious("Contract") and. if buyL,g on credo, to Buyer', credit ag of Florida. For all disputes relating by reference: all other teens, including any terms contained in Borer's purchase order, or excluded wiles no of the delivery site of the gonds`sold must be in writing and signed by each party. This Contract will be construed in cccordance with the laws to this Contract, Buyer hereby consents to the jurisdiction and Benue of the staleand federal courts for hereunder. law,, Ill set on -or charge backs. A cash discount of the th 2 Payment% 10 proximo mays: Net ast ifof n month following the month Hof delivery, wnhout deducti•pato."otter all tappincable federal,um rate 1state andical y o previous balances are past due. Interest at the lesser ecovcr from Buyer all costs of collection and hlig._tiun be imposed on outstanding and delinquent invoices from the date of delivery until paid - meats in advance or to cancel the unfilled portion of this sales and use taxes. In addition to any other available rights and remedies, Seller will b mancial status of Buyer becomes hnpaired or defined ❑nsat- including, but not limited to, reasonable attorneys' fees. Seller reserves the right t fiver ol'any such right. Contract without notice in the event. of Buyer default of any Contract provisio isfactory to Seller. Failure of Seller to exercise any of its rights will not be riional charge roay be added for deliveries outside of these horns and 3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Fri iS 1°ads: an additional charge w ill apply to loads of kss than seve cubic for any waiting; unloading periods in excess of 60 minutes. Prices ar Yards. The minimum load for each delivery is IA cubic yards. f requested deliveries. Delivery schedules will be mutually agreed uji an between 4. Buyer will give Seller at least 48 hotvs prior notice ofthe"-- ility to dispatch. however. Buvrr wanes any claims associated with a delays in Seller and Buyer. Deli,�ries will be made to the best o: delivery. eyond paved streets. For delivery beyond curb lines, Buyer assumes all liabi rot damage live r dlor other property, and Buyer will indemnify and (told Seller harmless firm: and ag 5t any and such delivery, including but not limited to towing charga�. except to the extent caused by Seller's Ives any right of subrogation against Seller. ing all costs of disposal and Seller's return charge per tuck for. ( i) orders not cance6 1 at least one hour due to Buyer's mistake or in excess of requirements; (iii) concrete not delivemb . i ,• to unsuitable approaches. 7. Concrete prices and quantities arzbased upon the wet volume at the ti`u: of -discharge from the truck, and are trot sold "forte ;qe:a t a,:' or measured "in place". Yield will be established in accordance with applicable r TM standards. Bnv'r will pay all chan;cs incident w itt.+$et th -,r ui teats made by or on behalf of Buyer. 8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of grids to he purcha,cd Steller warrants that it; products will meet or exceed applicable American Society for Testing Materials (''ASTM") and American Concrete Institute ("A ) standards, when tested in accordance with ASTM and' evaluated by ACI standards. Seller will repair or replace any goods sup'' cd by Seller that 1`oS tc tnc'�,) ❑.;.:d warraivy, within one year after delivery thereof. Seller will uphold its warranty obligations under Florida ,i rte 718.203 as :I ?lit lire :.t. OT[IER WARRANTIES, WHETHER PRESSOR IMPLIED. INCLUDING WITHOUT LIMITl1TION THE WAi '.'NTIES OF ML AB' LITYAND FITNESS FOR A PARTICUITE PURPOSE. ARE HEREBY EXPRESSLY EXCLUDE). THE REML`_" ` SI: f FORTH IN "h r at TICN 8 WILL 1,NSTITL'TE THE SOLE RtMEDY OF BUYER UNDER THIS LIMITED WARRA` fY - v. Seller wili nit' e responsible for sltmnp, strength or quality of an uner .e 'o which udicr or olh a n aeri it r•ia I e '` i,o trot ob bethe pla,� t i. Buyer wiil t sponsibic to see that the concrete is handled it . coats i hat construction ticcs uei aa. I',- handimg of a rote after unloading_sr•? does not t+ua n"tce th tmi he i cork + �. n ?user act c�mceftc rc pr stb;e• to prevent concrete after - unloading'f.0 cufimgiato contact with any matenal, such as Pt - _ ] 0. Buyer will fuiicsh any admixtures or ingredients it des'ucs [fiat are not re6-larl} supplied by the Seller in the the marketph Buyer will be. solely respon- sible for the elect of :uch admixture or ingredients on the concrete Any extra product which may be required in excess of the mix design quoted. or whichmay be required to provide workability, strength, setting title or water/cement ratio, will result in an additional ingredient charge payable by Buyer. 11. Concrete will•be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material con,4i- tions at the timd of delivery. Any requirement beyond these conditions will requite the implementation of controlled measures during production at the expense of Buyer. 12. Buyer must give Seller written notice within 48 hours after delivery of any claim which event the time foainst Seller as a result notice will be wiitthin 48 ihoursiafternthercastomarany y other cause whatsoever (other than failure to meet compressive strength, , time being of the essence. Seller will be given reasonable opportunity to investigate all claims. Any failure by time for analy,is of the test cylinder) Buyer to give vritten notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller. 13. SELLER WILL NOT BE LIABLE UNDER ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER BASED ON STATUTE, 'FORT, CONTRACT, OR OTHERWISE, AND WHETHER OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY OR FAULT. INNO EVENT WILL SELLER BE RESPONSIBLE FOR DAMAGE DUE TO THE ACTIONS OF OTHERS OR THE FAILURE OF BUYER TO COMPLY WITH ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CLAIMS WILL BE LIMITED TO T14E PURCHASE PRICE OF THE GOODS SOLD UNDER THIS CONTRACT. 14. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Departtuent, 455 Fairway Drive, Deerfield Beach, FL 33441. 15, Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other provision of this Contract, and each other provision of this Contract will be severable and enforceable to the extent permitted by law. i ,4r l WARNING CAUSE¢ SKIN IRRITATION' - IiSNRIOUS T_O EYES. CONTAINS PORTLAND CEMENT, FRESHLY MIXED CONCRETEMAY CAUSE SKIN IRRITATION OR INJURY AVOID CONTACT WITH SKIN WHERE PSSIBLE.WITH WATOERAND ETSPROEXPOSED AREAS MPT MEDICALATTE ATTENTION. TLY LITH WATER. IF ANY KEEP OUT OF REACH OF CIEL MIXTURES INTO THE EYE, RINSE IMMEDIATELY MATERIAL SAFETY DATA SHEETS (bISDS) ARE AVAILABLE AT W W W.TCFANAMERICA.00N1. Rev'd 2-08 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 #: Z -00 q3 JOB ADDRESS: 3 O Oro-�cw�e, t�SI, 3v4�Z BUILDER/CONTRACTOR: b�o24-OWi Hcoa (on w-ta �U PEST CONTROL CONTRACTOR: dui j--A 6,y rla—ALU 4 Peif Q ,inn] ivL PEST CONTROL LICENSE #: 5R i ` t '1-2 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Z06 Chemicals used:?) 0,%Z,,1 Jam, Percentage of solution: •�� Total gallons used: 2 1 o Date of Treatment: - 7,57- ( 5 _Footing _1rt Treatment —Re-Treat _Driveway _1" Treatment _Re -Treat _Other 1" Treatment _Re -Treat TimeofTreatment: ! ' 6Z) _'--s'lzl I" Treatment _Re -Treat _Pools _1' Treatment _Re -Treat _Perimeter for Final Inspection Signature of Exterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6CertficateofProtective TieatmentforpreventionoftermAes. Aweather resistantjobsiteposb'ngboard 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 bardermethod for termite prevention is used, final exterior beatmentshall 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. war® Lumber design values are in accordance with A 11 section 6.3 _ These truss designs rely on lumber values established by others. MiTeko RE: ml 1324 - 70' Carlton Elev D MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATIN Project Name: m11324 Model: Tampa, FL3361OAI15 Lot/Block: Subdivision: Address: 23 Villa Blanca City: 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/TPI2007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 165 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 26 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name IDate No. Seal# ITruss Name I Date 1 T6391319 Al 6f30/014 118 IT6391336 IJA 6/30/n14 I2 IT6391320 IA2 16/30/014 119 IT6391337 IJB 16/30/014 I 13 IT6391321 IA3 16/30/014 120 IT6391338 JC 16/30/014 1 I4 1M391322 IA4 6/30/014 121 1T6391339 IKJ5 16/30/014 I 5 T6391323 IA4 6/30/014 122 1T6391340 IKJ7 16/30/014 I 16 T6391324 A6 6/30/014 123 T6391341 IKJA 6/30/014 I7 T6391325 A7 16/30/014 124 T6391342 IKJB 16/30/014 18 IT6391326 IA 6/30J014 125 IT6391343 IMV2 6/30/014 I9 IT6391327 IB I6/30/014 126 IT6391344 IMV4 I6/30/014 10 I T6391328 I BH7 16/30/014 I I 11 IT6391329 IGRA 16/30/014I It2 IT6391330 1GRB 16/30/0141 113 IT6391331 IGRC 16/30/014 I14 IT6391332 1J1 I6/30/014 115 IT6391333 1J3 16/30/014 I16 IT6391334 IJ5 16/30/014 117 IT6391335 1J7 16/30/014 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. t,ti . ti t r t. 1111 ,`POU I N. r,V, <', i % �0 j* 68182 10. STATE OF :441 T� < 0 R N 1 P Cj FL Cert. 6634 June 30,2014 Velez, Joaquin 1 of 1 Job Truss Truss Type Oly Ply 70'Catlton BevO T6391319 m11324 Al SPECIAL 1 Job Referenm faplionall ---- Chambers Trues Inc., Fort Pierce M. 349W 4.00 12 SAS = Scale - 160.3 4x4 = 14 13 4x8 = 2a3 II 5x12 = z.00 1z LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Cade FBC20107TP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'ExcepC 6-12: 2x4 SP M 30 CSI DEFL in (lox) Udell L/d PLATES GRIP TC 0.86 Ved(LL) 0.76 12 >539 360 MT20 244/190 BC 0.83 Vert(TL) -1.30 12-13 >317 240 MT18HS 244/190 WB 0.48 Hom(TL) 0.39 10 n/a n/a (Matrix) Weight: 15816 FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or4-0.1 oe bracing. WEBS 1Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1021/0-8-0 (min. 0-1-8), 10=1023/0-8-0 (min. 0-1-8) Max Horz 2=224(LC 7) Max Uplift 2=837(LC B), 10=837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) FORCES (Ib)- Max. CompufMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2741/1788. 3-4-2154/1460, 4-5=2097/1474, S-6=2129/1562, 6-7=4406/2927, 7-8=4337/21131,B-9=-4384/2824, 9.10=-4785/3126 BOT CHORD 2-14=1 582/2548,13-14=1582/2548, 13-15=1023/1828, 15-16=101811832, 12-16=1017/1840, 10-12=2876/4512 WEBS 3-13=-631/465, 5-13=-271/242, 6.13=-269/469, 6-12=-1740/2753, 7-12=25M,19, 9-12=388/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This buss has been designed for a 10.0 Pat bottom chord live load nonconcuffent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 5.Opsf. 6) Bearing at joint(s) 10 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 837 lb uplift at joint 2 and 837 to uplift at joint 10. 8) "Semi -rigid pitchbreaks including heels" Member end 6xhy model was used in the analysis and design of this truss. LOAD CASE(S) Standard `\ \\\\\PQU I N IIVE< �\GENs' i N 68182 '9 T OF '44/Z N ry \` FL Cert. 6634 June 30,2014 ®mnwwnc-vsar4assy, aaamarea a.vacAp mason nusAno rrvnwm nrrFlrnFFcxFrxxeAsznn-xn re.1/n/muarraveuse Desi,in vald for use orly wth A4Tek corvrectas Thh design B based only upon parameter shown. and N foron Individual buWng component.• AppilcobiGN of design parameters and pmperinoorpomlion of component N mspomibP,tyof building designer -not truss designer. Bracing shown Is forlateml support of Ind!Vdmlweb members onp. Additional lemparoarbrocing to Inure stability during construction is the respomibility of the erector Additional permanent bracing of the overall structure N the respomibTty of the buAdng designer. For general guidance regarding MiTek fabrication, quality control sforage, delive, erection and broods, consult ANSONI Quality Cdtedo. DSB-B9 and BC51 Building Component 6904 Parka East 8W. Safetylnlormalion qva do from Truss Plate lmtitutc.781 N. Lee V.I. Suite 312 AIV,,%d.l Vq y�314 Tampa, FL 3361a4115 115auUsem Pure r5p �mber is specifsed. natdesio values are Nude effective 06/ol/2013byALSC Job Truss Truss Type Qty Py i0 cadton BevD T6391320 m11324 A2 SPECIAL 1 1 o eerence 1 Chambers Truss Inc., Fart Pierre R 34982 7.350 s Sep 272012 MiTek Industnes, Ina Mon Jun 3G 11:19:13 2e14 Pagel ID_kfGCA6bx7j2Sy1HDXFw7ye3KK-o??4rUlyglCSIOG7AeByGTZ6sLFIHgkGdQn6QAzl7GC 1319- 0I :9 5E 51&5-0i 71-E1 -11E 3-0E -11.12 2&14 ' ca 4.00 12 4x4 % 4x5 6 7 2X3 6x12 = 3x5 = 2.00 12 ]E-0 13-7.8 17-0-0 23-11-12 35-0-0 7E-0 5-11E 3-0-8 -0-0 5-11-12 11-0-0 Scale=162.3 LOADING (psi) SPACING 2-0-0 CSI DEFL in (lac) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Ven(LL) 0.76 13 >540 3fi0 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Ven(TL) -1.19 11-13 >347 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.42 11 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 1681b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purims. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-9 ac bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14 MTek recommends that Stabilizers and required gross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-B), 11=986/U-8-0 (min. 0-1-8) Max Holz 2=218(LC 7) Max Uplift 2=837(LC 8), 11=837(LC 8) Max Gmv 2=1171(LC 2), 11=1171(LC 2) FORCES (I e)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2746/1787, 3-4=2132/1457, 4-5=2075/1471, 5-6-1998)1418,6-7=1860/1381, 7-8=2019/1397, 8-9=-4321)2829, 9-10=4369/2821, 10.11=4778/3131 BOT CHORD 2-17=1580/2533, 16-17=1580/2533, 15-16=1174/2004, 14-15=1013/1855, 13-14=2504/4176, 11-13-288214503 WEBS 3-16=675/465, 5-15=-287/192, 6-15=379/503, 7-14=242/437, 8-14=2499/1605, 3-13-955/1626, 10-13=413/387 NOTES 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=i 65mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50fi; eave=6R; 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 last bottom chord live load nonconcument 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-M wide will fit between the bottom chord and any other members. 7) Bearing at joints) 11 considers parallel to grain value using ANSITI PI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 837 lb uplift at joint 11. 9) "Semi -rigid phchbreaks including heels" Member end finally model was used in the analysis and design of this truss. LOAD CASE(S) Standard J� OPaU 1 N t j.. N 68182 * . F 411: i �Itllllll\\ FL Cert. 6634 June 30,2014 ®t1s0MNG-Verifrdes911anmere. aaRNFM MRS Car TwSAlb lrRLlcp KMKS£FEn£ PAG£am-74D rer.1/l9/IOrlBeaaEUSE Design,a[d for use onry with h4Tek connectors. This design ubased a* upon parameters shown. and is for an indMdual bulding component. Applcabirly of design parameters and proper incorporation of component is responsibility of building desgner-not truss desgnec Bracing shown is fpr lateral supped of ind'Mdual web members onry. Additional temporary bracing to insure stabily during construction is the resporsicEtyof the MiTek• erector Addfional permanent bracing of the overall structure is the responsibiliy of the building designee For general guidance regarding fabrication, quaky control. storage, de5very, erection and bracing, consult ANSIAPII Duality Criteria, OSB-89 and BCSI Banding Component 6904 Parke East 61vd. Saley lnformatl.n (r Table from Trues Institute. MIN. Lee Street, Suite 312, Alexandria. VA 314. If SouNor. Pere SP lumber is design wine sare Nozee0ecn1re O6 01/2013 byAlSC Tampa, FL 3361P4115 Job Truss Tniss Type Qty Ply 70'Carton DevD T6391321 m11324 A3 SPECIAL 1 1 Job Reference loofonall Chambers Tmu Inc, Fort Pierce R 34982 4.00 12 4x5 % 4x4 2x3 II Sx6 — z.Do 1z Scale=162.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010rTP12007 CSI TC 0.76 BC 0.85 WB 0.97 (Matrix) DEFL in (loc) Udell Vd Vert(LL) 0.69 12 >605 360 Vert(TL) -1.14 10-12. >363 240 Horz(TL) 0.38 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 159 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-1-13 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/00.8-0 (min. 0-1-8), 10=98610-8-0 (min. 0-1-8) Max Hom 2=194(LC 7) Max Uplift 2=837(1_C 8), 10=837(LC 8) Max Grav 2=1171(LC 2), 10=1171(LC 2) FORCES (Ib).-Max.Comp./Max. Ten. -All forces 250 fits) or less except when shown.. TOP CHORD 2-3=2729/1771, 3-4=-2607/1786, 4-5=2104/1448, 5-6=-2324/1632, 6-7=-2452/1671, 7-8=4324/2787, 8-9=-4610/3102, 9-10=4723/3088 BOT CHORD 2-15=1575/2516, 14-15=-1575/2516, 13-14=1128/1961, 12-13=2458/4129, 10-12=2848/4446 WEBS 4-14=718/514, 5-13=272/588, 6-13=306/516, 7-13=-2100/1327, 7-12=939/1576, 8-12=412/397 TES 111 IIV '-*j, 1) Unbalanced roof live loads have been considered for this design. .��111GO I N 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L50; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS �% P ........ E N '• F� ♦♦♦ (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�� .•'� F••'. 3) Provide adequate drainage to prevent water pending. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 12. N 68182 '• 5) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. �. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "0 will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSIrtPI 1 angle to grain formula. Building designer should verify 3 T 0 F ; 44/` capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing capable ofwahstanding 837 to uplift at joint 2 and 8371b uplift at � ♦j '.� P.• _ �� plate joint 10. ♦♦♦ 't 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •• `-�\,`� ♦i♦SS ••N AL LOAD CASE(S) Standard 2 111111111111 FL Cert. 6634 June 30,2014 ®NAlifrthG-Ve�ifrOe.gn pammeo=.n ae0m£Ap MlF50NTH(SMOIIRSLOFO NIIFKFE£FAEMF P.U.ENR-1413 rea 1/29/lnII�6Y1I5E Design void for use am, Win mirek connectors. This design is based arty upon parameters shown, and 5 for on Individual bmarng companeni. �� Applicability of design parameters and proper incorporation of component is responsiblity of Wrong designer -not truss designer. Bracing shown is for lateral support of indMdual vreb members onN, Additional temporary brocing to insure stabifly during comtmcfbn is the responsibility of the erector. Additional permanent bracing of the ovemn structure Is the responsbTty of the building designer. For general guidance regarding MiTek' f riesim ion, quality controL storage, deWery, erection and brachg. consult AN9/TPIT gamey Citeda, 1511-09 and BCSI B.Da Ing Component Safelylnformotlon qv file from Tmu Plate Institute, N.Lee Stmat.5ufa312Alemndfb, VA y1314, In SauMem pure LaP� lumber is sped the design values are rhaseeffecNve O6/ul(2013 by ALSO 6904 Parke Fast BW. Tampa, FL 33fi10.4115 Job Truss Truss Type Oty Ply 7PCadton Elevo T6391322 m11324 A4 SPECIAL 1 1 Job Refeenceo Liana uca „ua>inn.., F ring ri. waoc(.u]VSJ.p2rzuizmiiekinausmes,Inc. Man Jun3011:19:I5LI114'aa-e1 ID:_k6GCA6bx7j2Sy1HDXFw7ye3KX-kO7gGAJCMvSpHhOV13ADLueRe9=WjZ4kGDV3zl7GA A-0-9 743-0 13-0a 22-0-0 23-11-12 26A-10 35-0-0 36-0-0 1-0-0 7-8-0 5-0-0 9-0A 11-11-12 2-9-14 &26 Ir-0-0 4.00 12 5x6 = 34 5 6 2x3 5x12 = rzo 2.00 12 Scale=1:61.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 SPACING 2-0.0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Inc. YES Cotle FBC2010/TPI2007 LSI TC 0.85 ,BC 0.86 We 0.99 (Matrix) OEFL in Ved(LL) 0.70 VerhTL) -1.14 Horz(TL) 0.38 (lac) I/deFl Lid 10 >590 360 8-10 >362 240 8 Na Na PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 157111 FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30'Except• TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. BOT CHORD 2x4 SP M 30 MTre ek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0.8-0 (min. 0.1-8) Max Horz 2=170(LC 7) Max Uplift 2=837(LC 8).8=-837(LC 8) Max Grav 2=1171(LC 2), 8=1171(LC 2) FORCES (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=2732/1777, 3-0=-2167/1493, 4-5=-3002/2033, 5-6=3106/2070, 6-7=4297/2756, 7-8=4794/3146 BOT CHORD 2-13=1570/2517, 12-13=1570/2517, 11-12=1195/2039, 10-11=2412/4080, , 8-10=2897/4519 WEBS 3-12=626/420,4-11=616/1112,571=266/557,CIi==1556/940,6-10=980/1602, 7-10=527/494 NOTES IIV 1 j7-1 Unbalanced roof live loads have been considered for this design. S�%%%GO i N 2) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vestal28mph; TCDL=4.2psf; BCDL=3.Opsf; h=12f1; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 ........ N OP' , . ��. 11i1 plate grip ,� .•'� Fes'•, 3) Provide adequate drainage to prevent water pending. V 4) All plates are MT20 plates unless otherwise indicated. N 68182 • •: 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 id between the bottom chord and any other members. — — 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify -O . C[ capacity, of bearing surface. 9 ', T F Z 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwdhstanding 837 lb uplift at joint 2 and 8371b uplift at joint B • • �(/`� �Q 9) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design ofthis truss. 1 �,`� �� s • • LOAD CASE(S) Standard �is N AIL_ %% //Ililllll� FL Cert. 6634 June 30,2014 ®W ULIaM Verrfrdeiryn pa2meRn anJKFAO MRSCN rNrs"VELUOEG Nfl£KRE£FNEM2 p,4GEN(I-r413 rea t/I9/SOIIBF69Ea5E Deign valid for use onlywith Mitek connectors. This deign k based only upon parameters shown,and Is for an individual building component. Apprcabill"f design Parameters and proper Incorporation of component is respomibiry of building designer -not tines designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction b the responsibilrtyof the Additional bracing the is the ility the designer. MiTek' rector. permanent of overa0 structure of responsibility ror building general guidance regarding fabrioction, quality control. storage, delivery, erection and bracing, consult ANSV.PII pearly Cdteda, DSB-69 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information q0 able hemTmss Plate lmrJute,MIN. Lee Street, Suite 312. Alexandria. VA.114. OSgutllem Pure `SP tumberisspecified,thedem,,nivalueearethmee(fectlsre 06/0112013byALSC Tampa, FL 336164115 Job Truss Truss Type Qty ply ]0'Cedt4n BevD T6391323 m11324 A5 SPECIAL, I I b Reference (orstfortall ..=.•.,u»,n=., rvu nciw n..w=ua 7.350 s Sep 272012 Mack Industries, Inc. Mon Jun So 11:19:152014 Pe901 ID _k6GCA6bx7j2Sy1 HDXFW7ye3KK-kO7gGAJCMvSpHhQV13AQLueQpgx91avZ4kGDV3zl7GA 17-11-10 I 24-0-0 I 2641-1 1 35-0-0 38-0-0 1-0-0 ]-10-13 3-73 6-11-10 6-00 2-8-1 63-15 -0-0 4.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20101TP12007 Sx10 3x4 = five = CSI TC 0.90 BC 0.83 WB 0.72 (Matrix) REACTIONS (lb/size) 2=986/041-0 (min. 0.1-8), 8=986/0.8-0 (min. 0-1-8) Max Holz 2=146(LC 7) Max Uplift 2=837(LC 8), 8=-837(LC 8) Max Gmv 2=1171(LC 2), 8=1171(LC 2) Set = 4vc5 5 14 6 4xa 2A0 12 Scale=1:61.3 DEFL in (loc) III IJd PLATES GRIP Vert(LL) 0.74 10 e555 360 MT20 244/190 Vert(TL) -1.21 IG-11 >341 240 MTI8HS 2441190 Hom(TL) 0.39 8 Na Na Weight: 151 1b FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-11-14 Ise bracing. M,Tek recommends that Stabilizers and required cross bracing be m talletl during truss erection, in accordance with Stabilizer Installation uide. FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=269111791, 3.4=2368/1605, 4-13=2371/1648, 5-13=2370/1648, 5.14=4103/2666, E74=4103/2666, 6-7=-4353/2795, 7-8=4790/3131 BOT CHORD 2-12=1581/2480, 11-12=1307/2219, 10-11=2041/3253, 8-10=-2881/4516 WEBS 3-12=400/355,4-12=171/351,4-11=-181/348,5-11=-1096/784, 5-10=-444/964, 6-10=748/1211, 7-10=466/436 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vesd=128mph; TCDL=4.2pst, BCDL=3.Opsf; h=12ft; B=151t; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directionao; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting, 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl 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 member:. 7) Bearing at Joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8371b uplift at joint 2 and 837 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®WMMNG Vedlldeagn panmeRn aartpGalAlFSCN 1N(SA//0 )M3W£D N(IIXA£FF/IEM£O.tG£NIIJ4Aree l/l9/20r1aP6VEr6E Design valid for use only with M7.k a.ecfoa IN, design is based.* upon peametersshown, and is for an Individual building component. AppBcabRty of design parameters and proper incorporation of component B respon ibyty of building milgner-not hues designer, Bracing shown __ HAS Is for lateral support of individual web members ony. Additional temporary bracing to'neure stabNly duMg comtruction k the responsta ity of the erector. Additional bracing the is MiTek' Safety permanent of overoU structure the responsibility of the building designer- Forgeneral audience regarding fabrication, quahty control storage. delivery. erection and bracing, consult ANSI/IPII Ouapty Crier, DSB49 and BC5l Building Component lnfmmatl0n q 4able from reuse Plate Institute, MI If. Lee Street. Suite 312 Alexandrla.�A 223 �2o��C I1 SouNem Pme SP lurnberB specified, the rlesrgsl values are Nose eHecuve fi/ 1 6904 Parke Fast Si Tampa, FL 33fi10A115 Job Truss Truss Type Oty Ply 70' Cedton Bev D T6391324 m11324 A6 HIP 1 1 Job Reference loptionall ^-••r.JrnV s oep xf zura m,,eK,nousmes, m, manrun au, r.—v—w ragar ID:_k8GCA6bx7j2Syl HDXFW7ye3KX-CagCUVJKg6Dagurlisnhfu6BcM7JKU8YiJO?m1Vzl7G9 me,_� 14W I 20.2-13 26-0-0 I 9-0-0 36-0-0 1-0-0 9-0-0 4A-0 66-13 5-9J 9-0-0 1 H� 4.00 12 Scale = 1:60.3 5x10 2x3 II 44 = 2a'3 II 5.10 C 2x3 11 4x6 = 3x4 = 3.4 = if 6 = 2x3 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Udell 1Jd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.68 10-12 >373 360 MT20 244/190 TCDL 7.0 Lumber in 1.25 _ BC 0.71 Vert(TL) ..0.91 10-12 1278 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.32 HOrz(TL) 0.11 8 nta Na BCDL 5.0 Code FBC2010/rP120D7 (Matra) Weight: 142 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-93 cc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS fib/size) 2=82310-8-0 (min. 0.1-8), 13=267/0-8-0 (min. 0.1-8), 8=882/0-8-0 (min. 0-1-8) Max Horz 2=121(LC 6) Max Uplift 2=712(LC 8), 13=205(LC 8). 8=-757(LC 8) Max Grav 2=977(LC 2), 13=351(LC 19). 8=1048(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2024/1307, 3-16=2314/1627, 16-17=2314/1627, 4-17=2314/1627, 4-5=2314/1627, 5-6=-2314/1627, 6-18=2314/1627, 18-19=2314/1627, 7-19=2314/1627, 7-8=2288/1477 BOT CHORD 2-15=1106/1837, 14-15=-1103/1838, 13-14=1103/1838, 12-13=1427/2314, 11-12=126912096, 10.11=1269/2096, 8-10=1268/2087 WEBS 3A3=-387/829, 4-13=-062/352, 6-12=-254/217, 7-12=179/405, 7-10=20/296 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=500; eave=Sft; Cal. 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 pending. 4) The solid section of the plate is required to be placed over the splice fine at joint(s) 11. 5) Plate(s) at joints) 11 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 2, 205 lb uplift at joint 13 and 757 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fairy model was used in the analysis and design of this truss. LOAD CASE(S) Standard OP001 N 1 fV�� ` N 68182 <C/. ..h 10 P .O_' _ �lcb - nn FL Cert. 6634 June 30,2014 ®NARMMi-Ve,alPeago panmertn euC PEM fAiFSON INIS/ND Il41WFD Mf1IXflEiEAFME PAGEM(f-IGJJ na U!9/1p11 BFFeflE1BE Design valld far use ontywith MTek connectors. ➢ris design is based only upon parameters shown and is loran individual budcing component.• m Applicability of design parameters and Proper inaorpmpo oratlen of copanentis resmbpity of bNCing designer -not truss desgnan Bracing shown Is/orhleral supped of indmtlual web members anNAdditional temporerybracing to insure stability during construction is the respondbddty of the is tor. Additional is bracing MOWr perstructure of the overall structuthe responsibility of the buikimg designer, For general guidance regarding tabricatbn, quality control, storage. dervery, erection and bracing, consult ANSI/IPII Qual.flonityCCidlledo, DSB49 and BCSI Building Component 69M Parke East Blvd. IISm11fi¢m Pin¢ hung efrorissp¢Truss C ir. nd nedesPle sial�iaretAoissieffecllve 06/ul%20L3by AL5C Tampa,113361"115 Job Truss Truss Type Div, Ply U Cadt m Elmi D m11324 AT HIP 1 1 T6391325 JbR e 0 4.00 12 4x6 3x4 = 4x6 = 3xif = 4x6 Scale=160.3 4x4 = 'a 14 13 12 11 10 4x4 = 3x4 = 5x6 M = 314 = 2x3 11 5x6 V03 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase . 1.25 Rep Stress Incr YES Code FBC20101TP12007 CSI TC 0.45 BC 0.59 WB 0.46 (Matrix) REACTIONS (lb/size) 2=986/0-8-0 (min. 0-1-8), 8=986/0-6-0 (min. 0-1-8) Max Horz 2=97(LC 7) Max Uplift 2=837(LC 8), 8=-837(LC 8) Max Grav 2=1171(LC 2).8=1171(LC 2) DEFL in (loc) I/de8 Lid PLATES GRIP Vert(LL) 0.6412-13 >646 360 MT20 244119D Ven(TL) -0.88 12-13 1467 240 Horz(TL) 0.18 8 n/a n/a Weight: 154 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 1Row at midpt 4-15,6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2757/1784, 3-16=2576/1756, 16-17=-2576/1756, 4-17=2576/1756, 4-5=-3885/2640, 5-6=-3885/2640, 6-18=2576/1755, 18-19=2576/1755, 7-19=2576/1755, 7-8=2757/1784 BOT CHORD 2-15=-1577/2542, 14-15=-2478/3885, 13-14=2478/3B85, 12-13=2479/3885, 11-12=2479/3885, 10-11=2479/3885, 8-10=1577/2542 WEBS 3-15=274/563, 4-15=-1496/935, 6-10=1496/936, 7-10=274/563 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed overthe splice line at joint(s) 14, 11. 5) Plate(s) at joint(s) 14 and 11 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 Pat bottom chord Five load nonconcurrent with any other live loads. 7) • 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 to uplift at joint 2 and 837 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®NARMM1G-Verirrdeagn yanme�rs aodPGO M1O)ESnN1NISMD Ifi2UDE0 Nf1IXFF£FREMEPAGFNtt-.Y]3 rea 1/Z9/IOf1&r69E115E Design valid for use only, win Mnek connedom This design is based onry upon parameters shovm, and is for an individual building bomponent. App icabifiN m of design Parameters and proper incorpamlon of component8 responsi arty of building designer -not Tmss designer. Bracing ��' shown tsfoHatemisuppodafindivtduolvrebmembersonty.AdditionaltempororybracingtoInsurestabulyduringconstructionistherestaormbifNafthe Additional permanent bove racing of the raf structure is the rospomibyN of the building designer. Fargeneml guidance regarding WOWerector. fabrication, quality control. storage. delivery. erection and drooling. consult ANSIAP11 pmfiy cited, D5849 and BCSl Building Component Safety lot mmaflen Wo�oof. from Truss Plate Institute, 781 N. tee Sheet. Suite 312, Alexandria, VA yJ314. Southern 6906 Parke East Blvtl. Tampa, FL 336104115 If Pine`SPflumber is specifiedDr. desi�s value aretlsoseeffecTive O6/Ul/201 byAISC Job Truss Truss Type Oty Ply 70'Cedta BevD Tfi391326 m11324 A COMMON Is 1 Job Reference (optionall Chambers Truss Inc, Fan Pierre R. U902 ss1 4A0 12 4x4 = Scale = 1:59.3 34 17 — 15 -- 14 "" 12 3>A 24 11 4x6 = 3x8 = 2x2l II 3x8 = 4x6 = B-0-0 12-11-0 I 22-1-0 I 28-e-0 35-0-0 4-7-0 9 _a 4-7-0 LOADING (psp SPACING 2-0-0 CS' TCLL 20.0 Plates Increase 1.25 TC 0,57 TCDL 7.0 Lumber Increase 1.25 . BC 0.51 BCLL 0.0 ' Rep Stress Ina YES WB 0.48 BCDL 5.0 Code FBC2010rTP12007 (Matix) LUMBER TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 DEFL in (IOC) gde0 L/d PLATES GRIP VI0.30 14-15 >999 360 MT20 244/190 VertTL) -0.61 14-15 >676 .240 Hom(TL) 0.13 10 Na Na Weight: 166 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. MTas recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1079/G-8-0 (min. 0-1-8). 10=107910-8-0 (min. 0-1-8) Max Horn 2=223(LC 6) Max Uplift 2=787(LC 8). 10=-787(LC 6) Max Grav 2=1221(LC 2), 10=1221(LC 2) FORCES (Ib) - Max. CompJMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2.3=2851/1613, 3-4=2350/1342, 45-2322/1353, 5-18=2344/1412, 6.18=2293/1436, 6-19=2293/1436, 7-19-2344/1412, 7-8=2322/1353, 8-9=2350/1342, 9-10=285111613 BOT CHORD 2-17-1408/2666, 16-17=-1408/2666, 15-16=1408/2666, 15-20=-753/1731, 20-21-753/1731, 14-21=-753/1731, 13-14-1408/2627, 12-13=-1408/2627, 10-12=1408/2627 WEBS 6-14=455/854, 7-14=-253/174, 9-14=552/440, 6-15=-055/854, 5-15-253/174, 3-15=551/440 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 100.011, AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss has been designed for a live load of 20.Ops1 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 = S.Opsf. 6) Provide mechanical Connection (by others) of truss to beading plate capable of withstanding 787 lb uplift at joint 2 and 787 lb uplift at joint 10. 7) "Semi -rigid phchbreaks including heels" Member end holy model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1011111111111111 p o , . v�•, � N 68182 9 T OF N %%Ca��. fill 11110 FL Cert. 6634 June 30,2014 ®lower,-v.mree,yrr P..a n.re,,,.eaun MUSCN WS&ID trawFnmranstraau¢ pAa6Ntt-74n m. U2112ote11170V rss Design word to we ordywiih Mffek connector, Units, design is hosed only upon parametersshown. and is for an NdNitlual building component. ��• Appricabilty of design parameters antl proper Incomorotlon of components responsibsty of bu0ding designer. not hiss designer. Bracing shown Is fw lateral wpp.d of indMduatweb members ony. Additional tempura glancing to Insure st.bTty during comh aion S the resp.nsibUty of the erect., Additional peononent bracing of the ovem0stwetum is the responsibility oHhe building designer. For general guidance m9ording M!Tek' fobricatlon. quality conhot slamge.delivery. erection and bm.ling. consult ANSV7PI I Botany CCriterL,DSB-OP and IICSI Binding Component 6904 Parke Fast Blvd. Safety i Southern Pine SP lbumber s"spe, di led tthe dezlgn valuestaie tho eeffective 06/u112013by AL5C Tampa.FL336164115 Job Truss Truss Type Oty Ply 7o•Lartton 6levo T6391327 m11324 B COMMON 1 ob efe a re t' na i Nas roc., ron ReTB rL ,ndoz 7.350 a Sep 27 2012 Minsk Industries, Inc. Mon Jun 30 11:19:17 2014 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-hmEbhsLStVWO=ZuPUDuQJjwWzmADeJsX2lKax 17G8 4z5 = Scale: l2"=1' 3x4 = 2X3 II 3x4 = 6-11-0 6-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.09 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.09 HOrz(TL) 0.01 4 n/a ma BCDL 5.0 Code FBC2010/7PI2007 (Matra) Weight: 47 lb FT=O% LUMBER TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP M 30 WEBS 2x4 SP Na.3 REACTIONS (lb/size) 4=35310-8-0 (min. 0-1-8), 2=41710-8-0 (min. 0-1-8) Max Horz 2=93(LC 7) Max Uplift 4=275(LC 8), 2=J91(LC 8) Max Gmv 4=418(LC 2), 2=497(LC 2) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=771/473, 3-4=769/470 BOTCHORD 2-5=370/673,4-5=370/673 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M1Tek 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; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsr; h=12ft; 3=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lid between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2751b uplift at joint 4 and 391 Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end lipaty model was used in the analysis and design of this truss. LOADCASE(S) Standard PGO I N f f�F� ,. GENgan. '. i N 68182 FL Cert. 6634 June 30,2014 ®MARMNG-YerRr Peryn ya.meRn and READ M)RS ON M5AIM lydlWEO HIIIXRFiFA£M£ PAGENI1-7473 rea 4/29/2014&W voeE Design valid for use on!/ With MBek Connectors This design B based only upon parameters shown. and B for an lndMdual building component.• Applicabitty of design parameters and proper Incarceration of components responsibility of building designer -not truss designer. Bracing shown Is for lateral support of individual web members ant, Additional temporarybrocing to insure stablity during com8uction In the respomibiltly of the Additional bracing the is the the building designer. rorgeneral MiTek' rector. permanent of over=ll stucNre respomibirty of guidance regarding fabrication,quality control. storage, delivery. erection and bracing, consult ANSVINI 0ualily Cdlerts.DS8.89 ord SON BuOding Component 6904 Parke Fast Bfrd. Safety Information qq able fronsTmss Plate Imstilule. MIN. Lee Street. Sidle 312 Alexandra. VA �2314. HSouttrem Pme`SP lumber isspecrfied thetlesiems valuesare Nozeeffeclive 06/u1/2013byAl5C Tampa, FL 3361Dd115 Job Truss Truss Type Oty Ply 70'Cadmn EtwD T6]91320 m11324 BHT BOBTON HIP 1 1 On inum a Tmss Inc, ton Pierce I-L 349BZ 7.350 s Sep 27 2012 MiTek Industries. Inc. Mon Jun So 11:19:19 2014 Page 1 ID_kfiGCA6bx7j2sy1 HDXFW7ye3KX-dgML6YNiPBYEmJjGXvFMVkpFOmOlhWM97MERegzl7G6 1�-0� 6-9-0 118 136-0 I L= 1176-0 11Bfi-1 1 21V 1 23: 1 28-2-12 1 35-0-0 36-0-0 1-0-0 HI-4 4812 2-0-0 2-0-0 2-0-0 2-0-1 2-0-0 2-0-0 "-it 6A4 Ir-0d Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified Building Designer as per ANSIrrPI 1. 4.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 4x5 = 3x4 = 3v6 = 3x8 = 34 = 3x4 = SPACING 2-D-O Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20107TPI2007 CSI TC 0.35 BC .0.47 WB 0.25 (Matrix) REACTIONS (lb/size) 2=986/0-8-0 (min. 0."), 24=986/0-M (min. 0-1-8) Max Horz 2=223(LC 7) Max Uplift 2=837(LC 8). 24=837(LC 8) Max Grav 2=1171(LC 2), 24=117l(LC 2) Scale = 1:62.3 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.28 28 >999 360 MT20 2441190 Vert(TL) -0.41.26-28 >999 240 Hoa(TL) 0.13 24 n/a n1a Weight: 197 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 5-9-8 cc bracing. WEBS 1Row at misfit 4-28,22-28 JOINTS 1 Brace at Jt(s): 12. 9, 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2742/1807, 3-4=-2536/1716, 4-5=1462/1022, 5-7=1430/1026, 7-8=1431/1041, 8-10=1416/1063, 10-13=-1408/1098, 13-15=140811098, 15-17=1416/1063, 17-19=143111041, 19-21=1430/1026, 21-22=1462/1022, 22-23=253611716. 23-24=2742/1807,4-6=636/392, 6-9=-639/396, 9-11=-639/396, 11-12=639/396, 12-14=639/396, 14-16=639/396, 1618=639/396,18-20=-639/396, 20-22=-636/392 HORD 9. BOTC2359, 132�Y II ?,2-2631532 8=/ \()U IN �n �,� WEBS4-30793/307224307, 8347,1228-08/4212228548347, 12-13=475/649 •\ C E N SV ,�� •' NOTES • •'. N 68182 1) Unbalanced roof live loads have been considered for this design. .�.: 2) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Ops1; h=120; B=45ft; L=50ft; eave=6ft; Cal. L It; Exp C; Encl., GCpi=0.1B; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parsing. '9 4) All plates are 2x3 MT20 unless otherwise indicated. O' T F Z 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 44/14/ 6) This truss hes been designed far a live load o120.Opsf an the bottom chard 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. Q;.' mil ••__``%T� 7) Providetruss to bearing 837 �I�SS ••' `% mechanical connection (by others) of plate capable of withstanding Ib uplift at joint 2 and 637 lb uplift at AL�\ �%% join 8) °Semi -rigid plichbreaks including heels" Member end fixity model was used in the analysis end design of this truss. 1111 //1111 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ®NMNIM;.venrree,go yarzmeen..a DEAD rA7FseN NUSANa MO LOre nrrFXFFfrRFMEpAGEmr-7473 ne.1129/m14446YEISE Design valdfar use onywith lNTek connecloiz 1111s design is based a* upon parameteashown. and k for an Individual bueCnO component. ■■■ �• HT Appfcabramry llty of design Parameters and proper maooration of component isresponsibiliy of budding designer. not truss designer. Bracing shown Is for lateral support of indr,faual wab members any Additional lemporarybracing to Insure stablOy during comlatction 6 the respormbillty of the erector. Additional permanent bracing of the ore all structure is the responsibility of the budding designee id For general guidance regarding MiTek- If fain... en, quality ccvoonhot storage, delyery, erec8on and bracing, consult ANSIAPI1 Quallly, cc2ollor, DSB-89 and SCSI Building Component fSoyiiNem Pine rsol lumber is is spec Plate Enlgn velunestaietth3o52e eIGe<vve 06/O112013bYAl5C 6904 Parke East SM. Tampa, FL 3351o4116 Job Truss Truss Type pry Py 70• C anon eev D 8391]29 m11324 GRA SPECIAL 1 1 Chambers Truss Inc., 2.3] 12 Ss� _ 4x4 13 4 14 5,,6 = 155 16 64x4� 3x5 = 2XJ II 24 II W II 2x3 II 3x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/fP12007 — CSI TC 0.21 BC 0.32 WB 0.06 (Me") REACTIONS (lb/size) 2=684/0-8-0 (min. 0-1-8), 7=68410-8-0 (min. 0-1-8) Max Harz 2=53(LC 7) Max Uplift 2=615(LC 8), 7=-615(LC 8) Max Grew 2=814(LC 19), 7=814(LC 20) Scale=1:26.6 DEFL in (loc) pdefl Lld PLATES GRIP Ven(LL) 0.10 11 >999 360 MT20 244/190 Vert(TL) -0.12 10-11 >999 240 Horz(TL) 0.03 7 Na n/a Weight: 531b FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or5-4-11 oc puffins. BOT CHORD Rigid calling directly applied or 6-11-9 oc bracing. MTek recommends that Stabilizers and required =as bacing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES fib, -Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1795/1223, 3-13=1702/1206, 4-13=1679/1188, 4-14=1657/1171, 14-15=1657/1171,5-15=-1657/1171,5-16=1679/1187,6-16=-1702/1202, 6-7=1795/1224 BOT CHORD 2-12=-1104/1646, 12-17=-1104/1655, 11-17=1104/1655, 10-11=1098/1657, 10-18=110311655. 9-18=-1103/1655, 7-9=110211646 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, hot2ft; B=45f1; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencorrent 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-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 615 lb uplift at Joint 2 and 615 lb uplift at Joint 7. 7) "Semi -rigid phchbreaks 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) 791b down and 102 lb up at 4.1.8. 111 Ib down and 136 lb up at 5-0-0. 132 Ib down and 158 lb up at 5.7-0, 61 lb dawn and 129 lb up at 5-11-0, 61 Its down and 129lb up at 7-11-0, 132 lb down and 158 lb up at 8-2-13, and 111 he dawn and 136 lb up at 8-10-0, and 79 lb down and 116 lb up at 9-8-8 on top chord, and 34 lb down at 4-1-8, 45 lb down at 5-0-0, 54 lb down at 5-7-3, 38 ID down at 5-11-0, 38 It, down at 7-11-0, 541b down at 8-2-13, and 45 lb dawn at 8-10-0, and 34 lb down at 9-8-8 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber lnuease=1.25, Plate Increase=1.25 OP601N BfVF� N 68182 9 T F ' 44/ 1.0'Sc 41 y�NQ�1�%%?C;, FL Cert. 6634 June 30,2014 ®n.IAN(HG-venryeugn yaremeTn a.a X£Aa MTFsaNINrsMO zf/3Wm rrraFFzrRrME PAGE Mrr-Mn ma l/z9/:ouNHIVELSE Design valid for use only Win Weir comnectoa this design In based a* upon parameters shovm. and h for on Individual building component. ApplicabrlN of design pammcters and pmpar incorporation of component responsibility of binding designer -not truss designer. Bracing shown Is for lateral support of Individual vreb members only. Addillonaltemporarybrocing to msurestabilly during comtrucibn6 the respomflaUtof the bracing the Additional brais MOWerector. permanent of overall structure res the responsibly of the balding designer. For general guidance regarding fabrication. quality storage. defvery. erection and bracing. consult ANSI/rPll OuaUtyCried, OSB.89 and BCSI Building Component 6SM Parts Fast BNtl. gcannot I1�u m Pura `SP� Ibwnber is spee[OieC t1e Eesiign slues areietlrsaGe elBective a?03112a13 byASSC Tampa, FL 3361MI 15 Job Truss Truss Type Dry Ply 0 Cadton Elev D T6391339 m11324 GRA SPECIAL 1 1 7.350 a Sep 272012 MiTek Industries, Inc. Mon Jun 30 11:19:19 2014 Page ID_KGCA6bx7j2Syl HDXFW7ye3i0(.d9ML6YNiP8yEmJjGXvFMVkpHZmRAhZG9?MERegz17G6 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-3=44, 34=44, 4-5=44, 5-6=44, 6-8=44, 2-7=10 Concentrated Loads (Ib) Vert: 3=31(8) 4=75(B) 5=-75(B) 6=31(S) 12=9(B) 11=-31(B) 10=31(B) 9=9(13) 13=58(B) 14=49(8) 15=49(B) 16=-58(B) 17=-15(B) 18=15(B) AeAehir^G-vartrrd.,yr........ aaAli NOTES ON IarBAND rrnvaEn rrrluaETEnE7raPAGEnrran3 a. i/as/:oremwzlac Design valid far use only With Mifek connectors. The design is based oNy upon pammelen shown and is for an lndMdual building component. Appficobilty of design parameters and proper incorporation of component c reasonability of building designer -not huts designerBracing shown Is for lateral support ofindiNdWre victual b members only. Additional temPorci aryhrang to insure stability during comWctlon is the respormbON of the erector. Additional bracing the is the the IL1I iTek' permanent rall simchne of overall respamibibuildingr.P ty of bung designer rgereml guidance regarding fabrication, quality control. storage, def erection and bracing. consull ANSVIPII QwsWCOW.. DSB-89 and BC51 Build[., Cemponenl sa/ery lnfarmallon s�a�Iable from Truss Plate Institute. N. Lee Street. Suite 312 Alesandda. VgyL314. I15outhem PmeLaPI issnsberisspe[Jed,thedesignvalueamffi z, Hecuve O6/u1/2013tyAISC IYI 6904 Padre East Blvd. Tampa, FL 33610<1f5 Job Tmss Truss Type Oty Ply 90•Cemon BevD T6391330 m11324 GRB SPECIAL 1 1 Chambers Truss Inc, Fon 4.00 12 44 = 4.4 -- 3x4 = 3z6 = 2x3 II 2X II 4x4 3x4 = m 1. au 4x—a, Sx6 = -sa as 3x4 =3x6 = 3x4 = 50-0 I 155-0 216-0 I 28-1-0 35-00 5-0-0 1045-0 6-0-0 8-7-0 6-11-0 Scale=1:62.4 LOADING (psq SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Ven(LL) -0.33 15-17 -544 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 SC 0.64 Ven(TL) -0.61 15.17 >299 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.45 HOrz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2010/fP12007 (Matrix) Weight: 1441b FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0.8-0. fib)- Max Harz 2=83(LC 7) Max Uplift All uplift 1001b or less at joints) except 2=592(LC 8), 15=830(LC 8), 14=565(LC 8). 10=331(1-(C 8) Max Gnav All reactions 25016 or less at joint(s) except 2=760(LC 19), 15=1213(LC 2), 14=797(LC 2). 10.=413(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 Ile) or less except when shown. TOP CHORD 2-3=1677/1084, 3.18=1640/1050, 18-19=-1539/1050, 4-19=1539/1050, 4-20=-313/525, 20-21=313/525, 5-21=313/525, 5-22=313/525, 6-22=313/525, 6-23=313/525, 23-24=313/525, 24-25=313/525, 7-25=313/525, 7-26=313/525, 26-27=313/525, B-27=313/525, 8-9=580/297, 9-10=616/273 BOT CHORD 2-17-937/1535, 17-2B=912/1201, 28-29=-912/1201, 2930=912/1201, 16-30=912/1201, 16-31=912/1201, 31-32=91211201, 1532=912/1201, 15-33=525/437, 33-34=525/437, 34-35=525/437, 1435=525/437, 13-14=114/546, 12-13=-114/546, 10-12=153/528 WEBS 3.17=0/299, 4-17=59/611, 4-15=1790/1402, 6-15=496/476, 7-14=433/409, B-14=890/586 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsh h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 to uplift at joint 2, 830 lb uplift at joint 15, 565 ID uplift at joint 14 and 331 to uplift at joint 10. 7) "SemFrigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 111 0 GIENrV��F��'. T ' N 2 FL Cert. 6634 June 30,2514 ®NArIMNG Verilydesign pi—meren eePAEAb IAiESENiIaSNp INCLUDED HfrfIrRFEEftEIR£MGEHR-)<)3 me I/19/1011PIIDpEUSE Design valid for use only wdd lWTek asmiectois. This desgnb based only upon parameters shovm,and 'n for on indMdual butltling component. AppGoabPdy of design parameters and pmperincorporation of components responsibrity of building designer not Inun designer. Bmchg shown k for Wteml support of htlivitlual web members ony. Additional lempa or,brocing to insure stability during construction 6 the responvblilllyof the Additional permanent bmchg of the overall structure is the resporn Sty of the building designer. For general guidance regarding M!Tek• lrector. abdoatbn, qualily control storage. de4very. erection and bracing, consult ANSVIPII quality Criteria. DS11-89 and SCSI Building Component 6904 Parke Fast Blvd. Safely information 9 �Iable from Tmu Plate Institute. MIN. Lee Street. Suite 312. Alexandre. VAy1314. 1f 5autliem Pure `SPf lumber isspecified, uiedesign valves aze those effective 06/ua/2013 byAISC Tampa, FL 33810.4115 Job Truss Truss Type Oty Ply 70' Cadton Bev D 6391330 m11324 ORB SPECIAL 1 1 Chambers Truss Inc., Fort Pierce Fl. 349a2 7.350 a Sep 272012 MTek lndusldes, Inc. Mon Jun 30 11:1920 2014 Page ID_kfiGCA6bz7j2Sjl HD%Fw7ye3KK-5Lw1JUNLAR45NTIT5cmb2yLObAiMOwUl Eoz AGzl7G5 NOTES 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 289]boom and 3531b up at 5-0-0, 101 to down and 129 Ito up at 7-D-12, 101 lb down and 129 lb up at 9-0-12, 101 lbdown and 129 Its up at 11-0-12, 101 lb down and 129 lb up at 13-0-12, 101 to down and 129 lb up at 15-0-12, 101 lb down and 129 lb up at 17-0-12, and 101 to down and 129 lb up at 19-0-12, and 101 lb down and 129 to up at 21-14 on lop chord, and 112 lb down at 5-0-0, 38 lb down at 7-0-12, 38111, down at 9-0-12, 38 Ito down at 11-0-12, 38 lb down at 13-0-12, 38 Ib down at 15-0-12, 38 lb down at 17-0-12, and 38 lb down at 19-0-12, and 38 lb down at 21-14 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 Undone Loads (pit) Vert: 1-3=44, 3-8=-44, 8-9=44, 9-11=-44, 2-10=10 Concentrated Loads (to) Vert: 3=170(F) 5=49(F) 17=42(F) 18=-49(F) 19=49(F) 20=49(F) 22=49(F) 23=49(F) 24=49(F) 25=49(F) 28=13(F) 29=13(F) 30=-13(F) 31=13(F) 32=13(F) 33=13(F) 34=13(F) 35=-13(F) ®1YAhVR.G.venrreasy),cusnaes.aadREADnorEsplymrsArro IWWED Nrvara&N eCZPAGEnn-con raw V29/zpraeonrzM Design valid for use only win MTek connectors, This design is boned any upon parometea shown. and is for an Individual building component. ApppcablBly of design Pars rameteantl Proper incorporation of component *aresponubily of budding desgner-not thus dailgner. Siccing shown Isfmbtemisuppodofhed ualwebmembersony. Additional lemporary bracing to Insure stability du@g construction k the resporwbdny of the MiTek' erector. Addlfional permanent binding of the overall structure k the resporlsibTly of the building deslgner. For general guidance regarding fabrication. quoHy Cori storage. delivery. erection and bracing. consult ANSI11HI Quality Clear., DSB-89 antl BCSl Bulletin, Component 6904 Parke East Blvd. IfSyNPW)lbni�Pla�bselutedWe S5ireet. Suite 312, Alexandirb, VA 14.m5whespeceanemignvuObyA1SC Tampa,19-3361M115 Job Truss Truss Type Oty ply ]tl Cadlon oevD T6391331 m11324 GRC HIP 1 1 0 wrm „uea rvn nmwn, arau 7.350 s Sep 2]2012 MITek froustnec, Inc. Mon Jun 30 11:19:21 2014 Pegs ID:_k8GCA6bx7j2Syl HDXFw7ye3KX-ZXU5XDOvACy/ctfeKHgbguSga2B9laSSgIXfz17G4 +1-0-LI 7-0-0 73A-0 2Q9-10 I 28-0-0 I 35-0-0 36-0L 7-1-10 7-21 7-0-0 Irk 4.00 12 5x6 = This truss is NOT symmetric. Proper orientation is essential. 3x6 II 5X5 We= 5x8 = Sx10 Scale =1:60.3 a9 11 ea ao -- axe e 2x3 II 3z6 = 6z10 = 3x4 = 4x6 = 24 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 21E-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Suess Incr NO Code FBC2010/TPI2007 CSI TC 0.94 BC 0.60 We 0.71 (Matrix) DEFL in (too) I/defl L/d Ven(LL) 0.261D-12 >965 360 Vert(TL) -0.38 1N12 >669 240 Hom(TL) 0.10 8 rda n/a PLATES GRIP MT20 244/190 Weight: 155111 FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 3-93 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 539 oa bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 3-13, 6-13 4-13: 2x6 SP No.2, 6-13: 2x4 SP M 30 MTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=44510.8-0 (min. 0-1-8), 13=2650/0-8-0 (min. 03-11), 8=1037/0.8-0 (min. 0-1-8) Max Hom 2=84(LC 7) Max Uplift 2=430(LC 8), 13=-2294(LC 8), 8=942(LC 8) Max Grav 2=539(LC 19), 13=3139(LC 2), 8=1234(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 25D(I1b) or less except when shown. TOP CHORD 2-3-869/566, 3-16=1085/1586, 16-17=1085/1587, 17-18=1085/1587, 18-19=1085/1587,4-19=-1085/1587,4-20=1085/1587, 5-20=1085/1587, 5-21=1085/1587, 21-22=-1085/1587,6-22=1085/1587, 6-23=2144/1634, 23-24=2144/1634, 24-25=2144/1634, 25-26-2144/1634, 7-26=214411634, 7-8=2967/2109 SOT CHORD 2-15=458/764, 15.27=-467[793, 27-28=467/793, 14-28=-467/793, 14-29=-467/793, 7312144. .30-31 =1898/277413234 4189812774, 3233�473/2144 12-33 41473/2144, II ', 234 ```h GOI N V 1135=1898/2774, 35-36=1898/2774, 1036=-1898/2774, 8-10=1887/2743 WEBS 3.15=171/559,3-13=-2501/1791,4.13=893/863,6-13=-3917/2865,6-12=25/611, ,I,I" �� P.......... GENS•.4 '�Ii 7-12=-670/448, 7-10=1811595 `�� .•••��ii NOTES 8182 1) Unbalanced roof live loads have been consideretl for this design.2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWIeRS (directional); Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding. i9 F 4J 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4:N 5)' This truss hes 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 �Q' will ft between the bottom chord and any other members. hanic lconn of truss to bearing 430 lb 0•��6)Providint ctint(by others) plate capable ofwithstanding uplift al joint 2, 2294 Ib uplift atAL `�% ae S. 942 uplift joi "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 1 tlttt FL Cert. 6634 June 30,2014 ®NARN(AG-VerNl4eryn panme¢n ao4PFAD rAIlSON1N(SM0IrA1Mro N(IIXF£FFrYM£p/G£Mll-]4Area 1/l9/JOrIM64EN5E Design vaed for use only with mffek connectomnus design is based only upon parameters shovm. and 6 foran hd'Melud building component. ��• ApprcablGty of design Parameters and proper IncoPomtion of component is responslbyN of bulding designer -not hues desgnec Bracing shown 6 for lateral support of indm'dualvreb members only. Additional ternWarybrocing to insure stablGN during construction 6 the sesporobilglyof the erector. Additional permanent bracing of the overall structure 6 the responubniN of the buldingdesigner. Porgeneral guidance regarciing MiTek' Iabrkatlon.qua[ty storage, deliverey. eredlon and bradrg, conad ANSI/rPll usuryyOntetla,DSB-89 and ICS1 funding Component 6904 Parke Fast BNd. gcvoon�ttrol 14. II15authem Pure laP/ lbumberisspen; fact,itthe design vel781 N. We umtare N3osZe elffeetive O6/01/2013hyA1SC Tampa,FL33510d115 Job Truss Truss Type Oty Ply O'Cadton ElevD T6391331 mf 1330 GRC HIP 1 1 al 7.350 a Sep 272012 MITek Industries, Inc. Man Jun 3011:19:212014 Page 2 ID:_kiGCA6bx7j2Syl HDXFw7ye3KX-ZXU5XDOzsdCy7cUeKHgb9uSga2B9laSSg1%pz17G4 NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 It, down and 352 lb up at 7-D-0, 118 1b dawn and 1891b up at 9-0-12, 118 Ib down and 189 Ib up at 11-0-12, 118 Ib down and 1891b up at 13-0-12, 118 Ib down and 1891b up at 15-0-12, 118 Ib down and 1891b up at 17-0-12, 118 Ib down and 109Ib up at 17-114, 1181b down and 189 Ib up at 19-11-4, 118 Ib down and 189 Ib up at 21-11-4, 118 Ib down and 189 Ib up at 23-11-4, and 1181b dawn and 1891b up at 25-114, and 231 Ib down and 352 Ib i p at 28-0-0 on tap chord, and 38B lb down and 240 to up at 7-0-0, 68 Ib tlown at 9-0-12, 68 Ib down at 11-0-12, 68 Ib down et 13-0-12, 68 Ib down at 15-D-12, 68 lb down at 17-D-12, 68 Ib down al 17-114, 68lb down al 19-114, 68 Ib down at 21-114, 68 Ib down at 23-114, and 6B (b down at 25-114, and 3881b down and 2401b up at 27-114 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 (ph) Vert: 1-3=-44, 3-7=44, 7-9=44, 2-8=10 Concentrated Loads (to) Vert: 3-156(B) 5=-96(B) 7-156(B) 15=-333(B) 10-333(B) 16=96(13) 17-96(B) 19=-96(B) 20-96(13) 21=96(13) 22=-96(B) 23=-96(8) 25=-96(B) 26-96(13) 27=23(13) 28-23(13) 29=-23(B) 30=-23(B) 31=-23(B) 32=23(B) 33-23(B) 34=-23(B) 35=23(B) 36=-23(B) ®NA M-VetilrOeayn pans.,.ans..dREOD MOTES on 7N(SAAaINCLUDED MIT£KFE£EAEM£MG£ NII.1413 rea t/IS/SOL18a"(1YErl5E Design vofid for use only v61h A9Tek connectors ih's design is bared a* upon parameters shown. and 6 for an lndMdual buldiog component, Applicability, of design parameters and proper incoPomtion of component B respomlblity of binding designer- not huss designer. Brocbg shown is for lateral support of individualweb membem onN. Additional temporary bracing to Imare stability du ing comtwctbn 6 the responsibUty of the Additional bracing the is the the building designer. For MiTek' erector. permanent of overall stmctire respom3P,N of general guidance regarding facknotbn. quality control storage.delivery. erection and bracing. consult ANSITIFIl Oualityy DDellano.DSB-89 and BCS1 Bulding Component 6904 Parke Fast Blvd. IISatyWiem Pule 1aP1 ibionbe£is sp i}i led.ithe Cs�i,gnevalus�tare N3osZe elifee�v�e 06/U1/2013byALSC Tampa, FL 33610-4115 Jab Truss Truss Type ty Pty 7w Cadlon BevD T6391332 m11324 J1 MONOTRUSS 1Job Reference (national) cna icers l rues Inc., von wens FL uoni 7.350sSep272012MiTeklndustries,Inc. Mon Jun3011:19:222014 Paget ID_k8GCA6bx7j2Sy1 HD%Fw7ye3K%-1 k2UkZPbi3LpdmSIC 1 o37NOg8 XeuwybhKS$F9z17G3 -1-0-0 -0-0 -0 1-0-0 -0 Refer to MiTek'TOE-NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = Scale = 1:6.1 LOADING (ps1) SPACING 2-D-0 CSI DEFL in (fee) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Ven(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL . 0.0 Rep Stress Incr . YES WB 0.00 Hom(TL) -0.00 3 n/e n/a BCDL 5.0 Code FBC20107PI2007 (Matrix) Weight: 5lb FT=0% LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS (Ib/size) 2=99/0.8-0 (min. 0.1-8).4=5/Mechanical, 3=7/1%fechanical Max Horz 2=47(LC 8) Max Uplift 2=153(LC 8), 3=-8(LC 2) Max Grav 2=120(LC 2), 4=14(LC 3), 3=26(LC 8) FORCES (Ib) -Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=5DR; 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 noncencurrent 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-D tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 to uplift at joint 2 and 8 lb uplift at joint 3. 6) 'Semi -rigid pilchbreaks including heels" Member end horny model was used in the analysis and design of this truss. LOAD CASE(S) Standard N .... t f.. FL Cert. 6634 June 30,2014 ®wnxertw-venry ee,ig, yanmehn amxuo nolrscxlH(ruw uuunm Nfraxu[iNrRF cxcExrr-74n a. z/n/zouetmveusr Design wfd for use only Win Nulek connectors. Thu design Is based only upon pammeters shown. and Is for an lndMduai bulding component. ApplcablGty of design parameters and proper lncomoration of component a responsiblity of building designer -not hus designee Bracing ��• shown Is for lateral wppod of indMtluol web members onN. Additional temporarybracing to Insure stability during commiction is the hoponekenity of the Additional bracing the WOWerector. permanent of peanent overall structure E the respomlbiGty of the building designer rnr general guidance regarding fabrication, qualty control storage. delivery. erection and bracing. consult ANSI/IPII Quality Cdteda, DSB.ar and BCSf Building Component 69M Parka East shot. Salety lnlovffon q blefrom Tmss Plate Institute,781 N. Lee Street. Suite 312. AlexantlrW. Vq yi]Id If Sautnem Pine SIP lumberisspe Wiled,nedesigsvaluesaretbaseeBesbve O6/VS/2013 byALSC Tampa, FL 33af0-0115 Job Truss Truss Type Qty Ply ocerxon BavD T63913]3 rat 1324 J3 MONOTRUSS 1 i mss inc., ran nerce n. a4,. 7.350 s Sep 27 2012 MRek Industries, Inc Mon Jun 3011:19:22 2014 Peg. 1 ID_kOGCA6bx7j2Sy1HDXFw7ye3KX-lk2UkZPbi3LpdmSrC1o37NQp8_WHuwybhKS5F9zl7G3 -1-0-0 347-0 Scale =1:9.4 3.4 = LOADING (psf) SPACING 2-0 0 CSI DEFL in (too) Vde0 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Ved(LL) -0.00 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 24 >999 240 BCLL 0.0 ' Rep Stress Ina YES W 3 0.00 HOrz(TL) -0.00 3 rda rda BCDL 5.0 Code FBC2010rrP12007 (Me lr&) Weight: 11 to FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=43/Mechanical, 2=14410-8-0(min. 0-1-8),4=13/14echanical Max Horz 2=84(LC 8) Max Uplift 3=47(LC 8), 2=178(1_C 8) Max Grant 3=61(LC 13), 2=174(LC 2), 4=39(LC 3) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50R; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47lb uplift at joint 3 and 1781b 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 OPQU IN f 1VF� i FL Cert. 6634 June 30,2014 ®NA1rMAG-veffrd-um yanmeren aeO PEAO M1ES ON 111415 rfa RAWfO NITTKREiEAEM.Fy.V.E MR-2473 ree 1/3912011SERIFIF 5E Design wBd for use only won m7ek connectors. Thin design in based only upon parameters shovm. and is for an indMdual build gcomponent. ��• Applk:abiBy of design Parameters and proper incorporation of componentis responslbUty of building designer -not truss designee gracing shown Is for lateral support of individual web members only. Additional temporary bracing to imure stabily during construction in the responsblly of the erector. Additional permanent bracing of the overall smucluse Is the hasicambifity of the building designer. forgameral guidance regarding MiTek• fabrication. quality cannot storage, di erection and bracing. consult ANSIi Quality Criteria, DS11-89 and that Bu9ding Component Saley Information qua bie from Truss Plat Institute.781N. Lee Street. Sulie 312, Alexandria. Vq 2314 II SPssNem Pine taP Inmberisspse; and tsedesigneglussare thlneeffective 0fi 01/1013Dy AlSC 6904 Parke East 6yd. Tampa, R336164116 Job Truss Truss Type Oty Ply O'Cadton ElevD 6391334 mf 1324 JS MONO TRUSS 15 1 a ..••-••- ... ,,,.., ro„r,e,,.e r. o.eo. T.350saep272012MiTeklndushles,Inc. Mon Jun3011:191222014 Pagel ID_MGCA6bx7j2SYIHDXFw7ye3KX-lk2UkZPbi3LpdmSrDlo37NOkS_SbuwybhKS5F9zl7G3 5-0-0 1-0-0 gg0 I Scale=1:12.7 3x4 = 5-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) Udell LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 3160 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.05 2-0 >999 240 SCLL 0.0 ' Rep Stress Incr YES We 0.00 Hom(TL) -0.00 3 Na Na BCDL 5.0 Code FBC20107TPI2007 (Matrix) Weight: 17 he FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS 3=122(LChanical, 2=192/0-8-0 (ruin. 0-1-e), 4=23/Mechanlcal Max(IbIsize) Max Horz 2=122(LC 8) Max Uplift 3=114(LC 8), 2=-202(LC 8) Max Grav 3=127(LC 13), 2=230(LC 2), 4=69(LC 3) FORCES (lb) -Max. Comp.lMax. Ten. -All forces 250(I1b) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45fl; L=50R; eave=6H; 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 20.0ps/ 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) Provideo mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 202 lb uplift at 111 17j,,, `,```1aU (N 6)'•Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `�� QP` . �i, LOAD CASE(S) Standard••V�CEN`SlC• •� N 68182 9 T F :.� Z 00, c �: 1 % •.. . 04, A`��Ca� 4 11, nnlnl��` FL Cert. 6634 June 30,2014 ®NAAM,K.Vsdfraeryn panmemn aaG AFA0 M1F5LNMLS. LX1W0 MIIIXR[fFR£YS. YAG£!RI-N)J e. 11291201IS09311 SE Oesignvand feruseonlyw1hMif.kconnectors this deslgn8besedoNy upon pommefersshown. and is foranlndlodualbu8dingcomponent. AppGmblity of design ppmmelers and properincorporatlon of oompanen isresporuibyty of building designer -not huss designer. Bracing ��• shown Is for lateral support of indeddualveb members onb• Additional temporarybmcing to insure stability during conshuclon B the mpon dilly of the erector. Additional bracing the is the MiTek' peananent of overallstvcture resporebLly of the bulding designee nor general gucance regarding fabroatlon qualify cont,.L storage. delivery, erection cod bmcng, wnwlt ANSMIPI I QuapN CAtedo, 0SB-8? and BC516uilding Component 6904 Parke East BIM. Safety lnamr.tlon gva�7able from Jmss Plate Institute.781 N. less Street. Suite 312. Alexandria. VA 223�2013 by Al5C 115auNem Pirte laPllumser lsspecSied, tltedesi vat arelbdze effectlre Q6�V Tampa, FL 3361ad115 Job Truss Truss Type Oty Ply i0'Cedton ElevO 76391335 m11324 J7 MONOTRBSS 12 1 optioni df v—,—, 1...,......1.o1 7.350 a Sep 272012 MiTek Industries,Ina Mon Jun 30 11:19:23 2014 Paget -1-0-0 ID_k8GCA6bx7j2Sy1HDXFw7ye3KX-VzwbsyvODTMTgEwl2mIKlga3NigdMCkw Cenbz17G2 7-0-0 14 -0 7-0-0 3x4 = Scale: 3/4"=1' 7-0-0 LOADING (par) SPACING 2-D-0 CSI DEFL in (lac) IideR L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.37 Vert(LL) -0.12 2-4 >639 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.22 2-4 >365 240 BOLL 0.0 ' Rep Stress Incr YES. We 0.00 Hom(TL) -0.00 3 Na nta BCDL 5.0 Code FBC20101TPI2007 (Matrix) Weight: 231b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP Ni BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MFrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=140/Mechanical, 2=243/0-8-0 (min. D-1-8), 4=33/Mechanical Max Horz 2=160(LC 8) Max Uplift 3=174(LC 8), 2=.234(LC 8) Max Gran, 3=189(LC 13), 2=291(LC 2), 4=99(LC 3) FORCES (lb) -Max. CompJMax.Ten.-All forces 250(I1b) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45fi; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pi bottom chord live load nonconcunent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 174 lb uplift at joint 3 and 234 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fbtity model was used in the analysis and design of this truss. LOAD CASE(S) Standard OP001 N „V�� .. `ee FL Cert. 6634 June 30,2014 ®wt;fMDO.wdrrstainers p.nme...dsFna M fill nosAAD rectivi 64 rrrlfXllaFFREN.£ Me, Mr." no. i/z9/:aseaaxFuse Design valid forage only Win MiTek connectors This design k based a* vinous parameters shown, and Is for an lMNHual building component APpBcab6N of design parameters and proper Inaorpwsi of compared is responsibPity of building designer- not truss designer. Bracing f ��• shown is fw lateral support of individual web members only. Additional lempwar lamming to Item stain di constructors is the respomibil4N of the erector. Additional bracing the is the MiTek' permanent of overall structure resporc3ifty of the building designer. Forgeneral guidance regarding fabrication. gia.Itygcannot, storage. depvery, erection and bracing. consult ANSI/tPN Quality CCiffetla, DS8-89 and BCSI Building Component 11 fSgtyuthem Pito(5P/ lbsmrbeir9Sspeeded,ILiedmiignwlu..ett312. ol (facto aOS/u1�2M byALSC 6904 Parke East Blvd. Tampa, FL 3WIM115 Job Truss Truss Type Oy Ply 70'Cadlon BevO T6391336 m11324 JA MONO TRUSS 2 1 7.350 s Sap 272012 MiTek lndusides,Inc. Man Jun 30 11:19:23 2014 Paget ID_kf,GCA6bx7j2Sy1HDXFw7ye3KX-VwbsyvODTMTgEwl2mlKlgaz uNIDdMCkw_Cenbzl7G2 -0-0 2-0a 1-0-0 2-03 I Scala =1:8.3 3x4 = 2-0J LOADING (pall SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Ved(LL) -0.00 2 0999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Ven(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress [net YES WB 0.00 Hoa(TL) -0.00 3 Na n/a BCOL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 9lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=24/Mechanical,2=132/0-8-0(min. 0.1A), 4=10/Mechanical MaxxHoa 2=72(LC 8) Max Uplift 3=28(LC 5). 2=175(LC 8) Max Grav 3=36(LC 13), 2=159(LC 2). 4=30(LC 3) FORCES (lb) -Max. CompJMat.Ten. -All forces 250(Ib) or less except when shaven. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=4511; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3 and 175 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 June 30,2014 ® rGiiii'vemr deayn 1—sr- NFA- MORSON THrrAM mini Mrrrxirsiae iEP.fGFrrr-z73 rea I/I9/zauN'6VEu5E Design valid for use only Win MiTek connector. This deign h based onry upon parameters shown. and h for an Individual bulJng component. ApplicablRy of design Parameters and proper incorporation of componentis responsblify of building designer -not fruit designer. Bracing shovm ��• isfor lateral support ofindividualvreb members onry. Additional lemporarybrocing to insure stability during construction is the responubifly of the erector. Additional bracing the is the iffy the MiTek' permanent of overall structure mgaara of budding designer. Per general guidance regarding fabrication. quality central, storage. delivery. erection and bracing. consult ANSI/TPI1Quality C91.0., DSB.89 and BC51Budding Component Safely lnformanon qvn able from Two Plate institute. N. Lee Street. Suite 312. Alexandria, Vq 22a13314. iSauthem Pole Lap IumbeF is specified, the design valuezare NoseetfecLxe 06/ul/2013 byAl5C 6904 Parke Fast BNd. Tampa, FL 33610.U15 Job TmsS Truss Type Oty Ply 7iY Callon Bev m11324 Ja MONO TRUSS 1 6391337 cnmmna ob Reminags (optional) ._._-... /.taus Jep G/LUl[MUeX InOuspleS, InG Man Jun3U11:1v:ZDZO14 Pa1e1 12 5 ID:_kfiGCA;;j2Sy1HDXFw7ye3KX-\twbsyvODTMT9Ewl2mlKlgaztZNnbdMCkw_Cenbzl7G2 1-25 5-511 Scale = 1:127 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Ven(LL) -0.04 2-4 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Ven(TL) -0.08 2-4 >800 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rue nfa BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight: 191b FT=0% LUMBER TOP CHORD 2x4 SIR No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=102/Mechanical, 2=215/D-8-0 (min. 0-1A), 4=26/Mechanical Max Horz 2=115(LC 8) Max Uplift 3=119(LC 8), 2=-234(LC 8) Max Grey 3=127(LC 13), 2=258(LC 2), 4=77(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied orS-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=500; 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 nonconcument 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 MUSS connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 234 lb uplift at joint 2. 6) "Semi -rigid pitchmeaks including heels" Member end fixity model was used in the analysis and design ofthis truss. LOAD CASE(S) Standard o�%�`P(3UIN 1jVF<'��i ��. �O .•�CENg• F�'.� N 6681182 FL Cert. 6634 June 30,2014 ®N.ANING-Vsnrrde+yn pamv ertrs aad RDID NOTUF ON7N YAND IMaUMEn Nfag(MF£rl£N.EGAGENrr-M" rea J/39/I011866£16E Design valid for use only with AUTek connectors. Wa design is based a* upon parameters shewn.and a for an nervfdual building component. ApprcabiBty of design parameters and proper incmpomtion of component is respomiolty of building designer -not truss designer. Bracing shown ��• Is for laferalsuppod of intliNluol web members only. Additional fempararybmcing to imum stability during constructors is the respormbilkty of em Additional pe.mmf Waring of the overall structure is responsibility of the bulling designer W general guidance regarding WOWWOWrector. fabrication. quarry cannot storage, delivery. erection and bracing. consult ANSI/PI1Gunny Culotta, DSB-89 and BCSI Building Component Safety Information gwGpable from Truss Plate lmtiWleJBI N. Lee Sfreet. SUiie312 AlexanCria. VA yE314. 115ouNem Pirre Wmber 6904 Parke Fast BAM. Tampa, FL 3351D4115 LaP1 rssPetttierl,tlletlesignvalues are thpseeffecove O6/ul/2013 by ALSC Job Truss Truss Type Oty Ply O'Cedlon Bev m11324 JO MONO TRUSS 2 1 T6391338 e..,..... +..... ,..., _... e__- a .,..,"., crash 7.350 a Sep 27 2012 MITek Industries, Inc. Mon Jun 3011:19:23 2014 Page 1 1dT0 ID_kfiGCA6bx7j2Sy/HDXFw7ye3KX-VwbsyvODTMfgEw1 2mlKlgaz7uNtgdMCkw_Cenbz17G2 1-0 1-0-0 Scale =1:6.2 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) beef L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.0D 2 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Hoci -0.00 3 Wal n/a BCDL 5.0 Code FBC20lOfTPI2007 (Matrix) Weight: 5 to FT=O% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=2/Mechanical Max Horz 2=49(LC 8) Max Uplift 2=149(LC 8), 3=8(LC 5) Max Grow 2=120(LC 2), 4=15(LC 3). 3=18(LC 8) FORCES (to) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that St fears and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vuh=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf', BCDL=3.Opsf; h=12ft; 3=45ft; L=50ft; eave=6ft; Cat. II; Flip 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 nonconcument 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 hearing plate capable of withstanding 1491b uplift at joint 2 and 6lb 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 OPQV IN 1 /V, � S�:��': N 68182 FL Cert. 6634 June 30,2014 ®nAa,vrm venryaely wr+meknaad RFAO rAal RUFAND ZMWEd Nr7IXA£rFAF,Y,EPASEN1Z. 73 rem l/:9Roe4eP6PEUY Design void far use only Wth Miles, connector TNs deign is based only upon parameters shown. and h for an IndMdual bulding component. APpreabdty of design parameters and proper income afion of componenl 4 respomibliy of building designer- not buss designer. Bracing shovm I, for bterol support of indMdual web members only. Additional temporary bracing to Insure stablly duMg construction is the responstr Sty of the erector. Additional permanent bracing of the overall structure is the mporMaliy of the building designer. For general guidance regarding M!Tek• fabrication. quality controL storage. delivery, erection and bracing. consulf ANSIQPII Quality Cdteda.DSB-B9 and SCSI Bulding Component 501ey 1ntormolon q±7abk from trvss PlO)e institute. )BIN. Lee Street. Suite 312. Alexandria. VA yLlId I15ou1hem Puce LaP/ llanb at is specified, the design values are those ef}ectire Ofi/OVIOL3 by AISC 6904 Parke Earl Bivd. Tampa, FL 336164115 Job Truss Truss Type Oty Py 70-Cadron DBvD 76391339 m11324 Kf5 MONO TRUSS 1 1 cnamoers I rues Inc., con r,erce IL a 1162 7.350 S Sep 272012 MITek Indus rfes, Inc. Man Jun 3011:19:242014 Page 1 ID_kr,GCA6bx7j2Syl HDXFw7ye3KX-z69E9FOrEgbXs4cEKSrXCOW6hn9PMpSu8exBJ1 z17G1 V130 7-0-27-0 2 Scale = 1:15.7 2.83 f2 a7 5 2 ry 1 3x4 = 7-0 2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/de0 IJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(-L) -0.09 2-4 -840 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.16 2-4 -495 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hor (TL) . -0.00 3 n/a Ne BCDL 5.0 Code FBC201077PI20D7 (Matrix) Weight: 23 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied Or 10-0-0 oc bracing. Milek recommends that Stabilizers and required Dross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib7size) 3=164/Mechanical, 2=18710-11-5 (min. 0-1-8), 4=40/Mechanical Max Horz 2=110(LC 8) Max Uplift 3=190(LC 8), 2=-211(LC 8) Max Grav 3=211(LC 13), 2=225(LC 2), 4=106(LC 3) FORCES (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vosd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=loft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 to uplift at joint 3 and 211 In uplift at 111 1/t,', `iaUI jo`2. ,,,N ` ECG( 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front or back ,%% QP • % (F) (B). LOAD CASE(S) Standard N 681 $2 •'• 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 * �• *. L Uniform Loads (pit) — Vert: 1-5=-44 Trapezoidal Loads (pit) — "0 Vert: 5=O(F=22, 13=22)-to-3=77(F=16, B=16), 2=1(F=5, 3=5)-to-4=18(F=4, B=4) O••• T F % nfnnl1`` FL Cert. 6634 June 30,2014 ®NNV!(AG-Verifraeayn panme2rs aaCnfM MrFSLN7NISA1®AQLOED NflFKFEFEIIFNSP,IG£Nll-X)3 rtal/19/IaIIB'I6YE115[ � Design vafd foruse ort/wth Wets connecfm This design is based only upon parameters shown, and Is for an individual building component. ��• Applicability of design parameters and properincorpomtion of component bresponsibil ty of building designer -not huss designer. Bracing shown blor WleralwppodofhCMdualwebmembersony. Additional temporarybmcing toinsureslabUyduMg comtmctcn3 the resporsslbWyofthe erector. Additional permanent bracing of the overall structure h the respombliy of the building designer. forgeneml guidance regarding MiTek• fabrication. quality Informationgconli storage. dalvey, creation and bracing. consult ANSI/TP1I puat Ctllcda,DSB-89 and BCSI Building Component 6904 Paeke East Blvd. lateII SayYNefll Pine `SP1 hurribeir SSpEciTied.ilhedcaugn lu�aietuiolie elHeCnve 0A6/u1/f013 by AI5C Tampa. R336164115 Job Truss Truss Type Oty Py 7o'OadNn EleVD T6391340 m11324 KJ7 MONO TRUSS 2 1 Truss Inc., Fort Pierce 1 349a2 7.350 s Sep 272012 MiTek Industries, Inc. Mon Jun 3011:19:24 2014 Page 1 1D:_kf GCA6bx7j2Sy1 HDXFw7ye3KX-z69E9FOrEgbXs4cEKSrXCoW8Pn92MmOu8ezBJ1 z17G1 6-8-12 &10-1 1-5-0 M-12 F 3-1-5 Scale=120.6 3x4 = n 5 3x4 = 6 12 3-tV5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Joe) Vde0 Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.04 2-7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.08 2-7 >999 240 BCLL 0.0.' Rep Stress Inc, NO WB 0.20 Hom(TL) 0.01 5 n/a. n1a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 38 lb FT=0% LUMBER TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=104/Mechanical, 2=294/0-115 (min. 0-1-e), 5=310/Mechanical Max Horz 2=191(LC 8) Max Uplift 4=130(LC 8). 2=-260(LC 8). 5=232(LC 8) Max Grav 4=155(LC 13), 2=351(LC 2), 5=387(LC 13) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show. TOP CHORD 2-3=703/330 BOT CHORD 2-7=-454/699, &7=454/699 WEBS 3-6=806/524 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and required crass bracing be installed tlurtng truss erection, in accordance with Stabilizer Installation aide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 280 lb uplift at joint 2 and 232 lb uplift at joint 6. 6) "Semi -rigid pitchbreaks including heels" Member end fatty model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=-44 Trapezoidal Loads (pit) Vert: 8=0(F=22, 8=22)-to-4=-108(F=32, B=-32), 2=-l(F=5, 13=5}to-6 -25(F=7, B=-7) ♦%♦♦ %" att.) I N f'V�� N 68182 9 T OF '441' .0' <C/� ♦♦ FL Cert. 6634 June 30,2014 ®neuteox,-war, aesy parzmeren a ad READ MITES'CN TUMAND Zr WED NIiECfl£FFREMi DALE NII-Mn reu 1129120r48fFOPEUSE Design valid for use only with MSek Connectors. This design a based only upon parameters shown. and k for an mdMdual building component. AppraabON of design parameters and proper incotporotan of component Is responsh[Ity of bulding designer -not trues designer. Bracing shown ��• Is for lateral suppod of intliNtlual web membersonN. Addifanal temporarybrecing to insure sfabifty during conmuction is the manombilGty of the erector Additional bracing the is the (ter pornonent of overoO shucture responsibility of the building designee For general guidance regarding fal,rkatan. quality control storage. delivery, erection and bracing. consult ANSInPll Quarry Crifetlq DSB-B9 and BCSl Building Component sateN lnfannation gM.1ale from Truss Plot. Imtitute. 781 N. Lee Street. Suite 312. Alemndrio. VA �2314. HSouthem pbre LaPr lumber is specified, the destgn values are Nose eHetDve O6/01/2013 by AISC r111 Il• 6904 Parke East Blvd. Tampa, FL 33610.4115 Job Truss Tmss Type ty Ply 70'Cadton Bev T6391341 m11324 KJA MONO TRUSS 1Job Reference foption.11 rues mc., ran nerve — a9e5e 7.350 s Sep 272012 Mnek Industries, Inc. Mon Jun 3011:19:24 2014 Page 1 ID:_k9GCA6bx7j2Syl HDXFw7ye3KX.z69E9FOrEgbXs4cEKSrXCoW84nAgMp5u8ezBJ iz17G1 -1-26-0 2'S 6d4 Scale=1:13.6 3x4 = 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Ude0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(L-) -0.05 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 SC 0.17 Vert(TL) -0.08 2-4 >854 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) -0.00 3 me n/a BCOL 5.0 Code FBC20107TPI2007 (Matrix) Weight: 201b FT=0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (Ib/size) 3=119/Mechanical, 2=14810-9-11 (min. 0-1-8), 4=29/Mechanical Max Hors 2=97(LC 8) Max Uplift 3=139(LC 8). 2=-169(LC 8) Max Gray 3=155(LC 13), 2=178(LC 2), 4=85(LC 3) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-4 oc puffins. 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. NOTES 1) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=45ft; L=5011; 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 pat bottom chord live load nonconcument 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13916 uplift at joint 3 and 169 lb uplift at joint 2. 6) "Semi -rigid pdrhbreaks including heels" Member end gxity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-5=44 Trapezoidal Loads (pit) Vert: 5=0(F=22, B=22)-to-3=66(F=11. 8=11), 2=1(F=5, B=5)-to-0=15(F=3, B=3) V OPpUIN „F N� 2 ••' T1• /IYVIII�-d/J �•* FL Cert. 6634 June 30,2014 ®NNwIAG WITSON mfSAJA ZMWE0 NIiIXPFFEA£MEYAGENIFl9J3 ree I/29120I[9A¢VEUM Design vard foruse ont/Wth MITek cannactom This design is based only upon parameters shaven. and is roran lndwoual bufdng component. ��• Appfcab lily of design parameters and properinco.-poration of component¢ responsibility of buWhg designer -not huss designer. Bracing shown Is forloteral wppod otlndMdual web members onM Additbnai temporoiy bracing to Insure stability during comtmctlon is the responvbllity of the erector. Additional bracing the is the the M!Tek• permanent of overall structure responsibility of building designer. rorgeneral gvdance regarding fabdcatlon. quafty control storage. defvery. erection and bracing oonwlt ANSIfFPIi Deafly y Cd9lege,DSB-89 and BCSI 6y➢ding Component Safety Information gvopablmb., rmspec�ed,The delsign valuesare N3ase el ec4ve Q6 11A013byAlSC II SOutheln Pme ISP/ (umbel u 690a Parke East Blvtl. Tampa. FL 3 EastBlvd. 15 Job Truss Truss Type ply Ply 0' Cad on Bev O T6391342 m11324 x B MONO TRUSS t '0 a ll • • •""" 1.Jbil5 bep Z/ 2112 MI I eK MCUSV eS, InC. MOn An 31111:1 tl3S ZU14 P890 1 ID:_kriGCA6bx7j2Sy1HDXFw7ye3KK-SJjcMbRT7JOUEBDtAMml?2LiBXx5Gi1NIhIsUzl7GO Scale =1:117 3x4 = 4-11-9 LOADING (psf) SPACING 241-0 CSI DEFL in (loc) Vde0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(fL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hom(TL). -0.00 3 n/a n/a BCDL 5.0 Code FBC201O7rP12007 (Matrix) Weight: 171b FT=0% LUMBER TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=75/Mechanical, 2=123/0-9-11 (min. 0-1-8).4=20/Mechanical Max Hon: 2=73(LC 8) Max Uplift 3=83(LC 8). 2=-156(LC 8) Max Gmv 3=95(LC 13), 2=148(LC 2), 4=65(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 1U-0.0 oc bracing. MTek recommends that Stabilizers and required =as bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vesd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 156 lb uplift at joint 2. 6) "Seml-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Inuease=1.25 Uniform Loads (plc) Vert: 1-5=-44 Trapezoldal Loads (pit) Vert: 5=O(F=22, B=22)-to-3=55(F=5, B=5), 2=1(F=5, B=*to-4=12(F=1, 13=1) P1 r Qv I N VF� FL Cert. 6634 June 30,2014 ®NARMMi-YerJldeagn Sanme2n aaCpEM MMSCN THFANDr vi NIIECflEFFFEIl. ME Ma -loll rea l/29/20iloms.9Ea5E Design vaild for umcoll ith Mlek connectors. This design B based olJy upon parameters shovm, and is for an individual building component. AppBcablBtyof design parameters and proper tncollaorotion of component is responsibTry of budding designer -not two designer. Bracing shovm ��- Is for lateral support of indivAduaiweb members only. Additional lemporary bracing to insure stabl0ty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the respomibTty of the budfo ding designer. r general guidance regarding MiTek• 113ouNem labdcatlon, quality ccoonitrtrool storage, delivery, erection and bracing, consult ANSIAPII Quality 7Crltedo. DSB-89 and BCSI Building Component Pose laPT lbiti beilsxed. thedeis-IglivaiugtaietNois2e eiHect] e06/0313013by At5C $904 Parke East Blvd. Tampa, FL 33611N115 Job Tmss Truss Type Qty Ply 70'Cadton BevD T6391M3 an11324 MV2 VALLEY 1 1 o e o "o I ms' niu, rm, rmna r1..wans 7.350 s sep 27 2012 MiTek Industries, Inc. Mon Jun 3011:19:25 2014 Pagel ID. _kfiGCA6bx7j2Sy1 HDXFw7ye3KK-SJjcMbRT?_jOUEBQtAMml?2MvBYG5Gi1 NlhlsUzl7GO 2-0-0 2-" LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 5.0 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 4.00 12 3x4 % Scale = 1:6.1 SPACING 2-0-0 CSI DEFL in (too) I/defl Ud' PLATES GRIP Plates Increase 1.25 TC 0.03 Ve art We - n/a 999 MT20 2441190 Lumber Increase 1.25 BC 0.02 Vert(TL) n/a - n/a 999 Rep Stress Incr YES NIB 0.00 Ho¢(TL) -0.00 2 Na Na Code FBC2010/TPI2007 (Metro) Weight: 5lb FT=0% BRACING TOPCHORD BOTCHORD REACTIONS (lb/size) 1=30/2-M (min. 0-1-B), 2=24/2-0-0 (min. 0-1-B), 3=6/2-0-0 (min. 0-1-8) Max Hot 1=21(LC 8) Max Uplift 1=20(LC 8), 2=30(LC 8) Max Grav 1=36(LC 13), 2=32(LC 13), 3=17(LC 3) FORCES lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purling Rigid ceiling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed dudng truss erection, in accordance with Stabilizer that Italian ,aide NOTES 1) Wind: ASCE 7-10; Vuft=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=4511; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 201b uplift at joint 1 and 30 lb uplift at joint 2. 7) "Semi -rigid pftchbreaks including heels" Member end fifty model was used in the analysis and design of this truss. LOAD CASE(S) Standard `1111111111111////j PpU. N VFW ��. i i FL Cert. 6634 June 30,2014 ®NAFMtr-VeMrdragn panme run avd PW M7ESCNIHISANO IM WEa HfIFXR££FREMEPAGEHII-14J3 no. t/Z9/Z0148aGof16E Design vaddfor use any Win Wet connectors This design is based only upon parameters shown, and is for an ind'Mdual budding component. Applicability of design parameters and proper Incorporation of component is responsibdiiy of building designer -not trusts designer. Bracing shown is for lateralsupport of individualweb members only. Additional temporary bracing to insure stancID/ during construction is the responsibility of the erector. Additional bracing fthe, is the the building MiTek' permanent overall shucture resporsbiiN of designer. For general guidance regarding fabrication.auadlycontrol. storage delivery. erection and bracing. consult ANSITPll Quality Cnfela,DSB-69 and BCSI Budding Component 69M Parke East Blvd. 5alely lnfosm alion qva able from Truss Plate lmtitute.781 N. Lee Street. Suite 312 Alexandria. VA 02314. IiSovNem Pine L5P lumber is specified. Me design values are those eHeUive 06/V212013 byAL5C Tampa, F433610-0115 Job Truss Truss Type Qty Py ]o Callon 'Joy 0 m11324 MV4 VALLEY 1 1 b Reference ! 1" 0 6391344 3x4 % 7.350 s Sep 27 2012 MiTek Industnes, Inc. We Jun 30 11:19:25 2014 Page 1 ID:_kfiGCA6bx7j2Syl HOXFw7ye3M-SJjcMbRT7JOUEBQtAMm172JuBXX5Gi1 NIhIsUz17G0 24 II Scale =1:9.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TC 0.22 BC 0.13 WB 0.00 (Matra) DEFL in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 (loc) Well L/d - n/a 999 - n/a 999 rue n/a PLATES GRIP MT20 2441190 Weight: 12 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing direly applied or 4-0-0 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 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 Installationulde. REACTIONS (lb/size) 1=80/4-0-0 (min. 0-1-8), 3=80/4-0-0 (min. 0-1A) Max Horz 1=56(LC 8) Max Uplift 1=54(LC 8), 3=72(LC 8) Max Grav, 1=97(LC 13), 3=102(LC 13) FORCES (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.0psf; h=12ft; 3=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pal 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 l rd between the bottom and any her members. 5) Prlovide mechanicahwn connection (by others) dtof truss to b aring plate capable of withstanding 541b uplift at joint 1 and 72 lb uplift at \��,"U1 N f rV rrrIr joint 3. 6)"Semi-rigid pftchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. `�� . •�C E N S'•.F� �i� LOAD CASE(S) Standard 68182 '9 T OF •�/� O S� 10 FL Cert. 6634 June 30,2014 ®Px4xNAG-vem,design parameren a sda2A0 rom9ON WSANa m¢wm P2rmr6z2uumf PAasnrr-14n,a. 1/29/2011eernvrtuz Design Valid for use only with MiTek connectors ID@ design B based a* upon parameters shown, and Is for an Ir rAdu n bvilai component. ADphcoblitv of design peameters and proper incorporation of component is responsibility of budding designer -not huss designer, Bracing �• shovm isfwr temisuppodoilndividualwebmembemenly. Additional temporary bracing to insure stability during construction is the resporrelity of the erector. Additional permanent bmchg of the ororap structure is the respo,wbLty of the bulding designer. For general guidance regarding y MiTek' Satelyln(ortnallpn fabrication. quality control, storage, delivery. erection and bracing. consult ANSI/TPII QualityCited, DS8.8P and SCSI Building CDmp..eml iota from Truss PlalC lmtilufe.]81N. Lee Street.5uite 312. Alexondrb. Vq 223� 05guthem Pme�SP�lumber isspecsfeiedthedesignwiluesarethasee8ec[ive 2013 6904 Parka East Bivtl. Tampa, FL 338164115 OS/01 AISC Symbols PLATE LOCATION AND ORIENTATION 3 - 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. 1�1 1. For 4 x 2 orientation, locate plates 0- AA' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 (dimensions shown t t ft-in-sixteenths III (Drawings not to scale) 0 O C) U 0_ O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MTekO All Rights Reserved mm M1 0 MITek® MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /29/2013 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is cWays 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 1otnt and embed fully. Knots and wane at joint locations are regulated by ANSIAPI I. 7. Design assumes trusses wall be suitably protected from the environment in accord with AN5UTPI I. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/1PI I Quality Criteria. SPANISH LAKES B s - ®ate 0 M m = o y T z � �I A No-r i o S Cj 14 e� , zg , 200 gN, o w "1 4 rl Y FORM ;405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: WYNNE CARLTON 70 III \ - Builder Name: WYNNE ` Street: 7j� ��p C�QC\Permit Office: City, Slate, Zip: PORT ST. LUCIE , FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1788.5 sgft.) Insulation Area 2. Single family or multiple family Single-familya. Concrete Block - Int Insul, Exterior R=5.0 1788.50 it' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1720.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) ' R=30.0 1720.00 ft' 6. Conditioned floor area above grade (ft') 1720 b. N/A R= ft. Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ftx 7. Windows(118.5 soft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 176 a. U-Factor: Sgl, U=1.30 118.50 ft' SHGC: SHGC=0.50 b. U-Factor: N/A ft' 12. Cooling systems kBlu/hr Efficiency a. Central Unit 41.5 SEER:15.00 SHGC: c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 41.5 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 0.624 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1720.1 soft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft2 b. Conservation features b. N/A R= ft. None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.069 Total Proposed Modified Loads: 30.18 PASS Total Standard Reference Loads: 39.33 1 hereby certify that the plans and specifications covered by Review of the plans and �g C>t1$ STATE this calculation are in c pliance with he Florida Energy specifications covered by this y c OA Code. calculation indicates compliance with the Florida Energy Code.j mr •�� n PREPAREfO RV /thisilding onstruction is completed ra4 DATE: will be inspected fornce with Section 553.908I hereby certify that this bulkig, esig is in compliance tatutes. with the Florida Enero%Corl �COb WillJ ?"'-' BUILDING OFFICIAL: OWNER/,; _ F,_ , , •,,, with DATE: T - 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 FILE COPY 7/30/2012 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WYNNE CARLTON 70 III Bedrooms: 3 User Conditioned Area: 1720 Total Stories: 1 1 Worst Case: No WYNNE Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, Stale, Zip: Street Address St. Lucie PORT ST. LUCIE , FL, 34983 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1720 13760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infii ID Finished Cooled Heated 1 Main 1720 13760 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179 ft 0 1720.06 R --- 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1813 W 286 ft' Medium 0.5 N 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1720 ft' N N " CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1720 ft' 0.1 Wood 7/3012012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 0 _ 1 N Exterior Concrete Block - Int Insul Main 5 69 6 8 6 590.75 fl' 0 0 0.8 0 2 N Exterior Concrete Block - Int Insul Main 5 2 6 8 0 20 ft' 0 0 0.8 0 _ 3 E Exterior Concrete Block - Int Insul Main 5 19 6 8 0 156 ft' 0 0 0.8 0 _ 4 S Exterior Concrete Block - Int Insul Main 5 56 1 8 0 448.6666 0 0 0.8 0 5 W Exterior Concrete Block - Int Insul Main 5 38 3 8 6 325.125 It 0 0 0.8 0 6 S Exterior Concrete Block - Int Insul Main 5 31 0 8 0 248 ft' 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In _ 1 E Wood Main None 0.6 3 0 7 0 21 ft' 2 - Wood Main None 0.39 3 0 7 0 16.25 fl' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.3 0.5 24 ft' 0 It 6 In 0 ft 0 in None None 2 E 3 Metal Single (Tinted) Yes 1.3 0.5 20 ft' 1 ft 0 in 0 ft 6 in None None 3 S 4 Metal Single (Tinted) Yes 1.3 0.5 12 ft' 1 ft 0 In 0 ft 6 in None None _ 4 W 5 Metal Single (Tinted) Yes 1.3 0.5 30 ft' 1 It 0 in 0 ft 6 in None None 5 W 5 Metal Single (Tinted) Yes 1.3 0.5 32.5 ft- 0 ft 0 in 0 It 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 fl' 64 ft 8 It 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2255.7 123.84 232.89 0.3650 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity , Block Ducts 1 Electric Heat Pump None HSPF: 8.7 41.6 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41.5 kBtu/hr clinn 0.8 1 sys#1 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software I Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS -- Supply --- ---- Return — Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 176 ft' Attic 130 ft. Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programabl[Cooling[eX]]ThermostaJant: C[feil]ling Fans: ,[[ i]N [Feb[Xj] i[ j] [�(j] Julr[X]]Aug[�(]1 Aug ]] ]] j[X1]Nov Nov [[Xj]Dec Dec Venting [ I Jen [ ] Feb [X] Mar [X] Apr [ ] May [ ] Jun r ] Jul [ ] [x] Sep jX] Oct [X] [ ] Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Coaling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 - PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies -in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special, equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/30/2012 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 77 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, FL, 34983 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows— Description a. U-Factor: SgI, U=1.30 SHGC: SHGC=0.50 b. U-Factor: NIA SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 1788.50 ft' Single-family b. N/A R= ft' 1 c. NIA R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1720.00 ft' 1720 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 118.50 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 176 ft. 12. Cooling systems kBtu/hr Efficiency ft. a. Central Unit 41.5 SEER:15.00 ft. 0.624 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1720.10 ft' b. NIA R= ft' c. N/A R= ft. I certify that this home has complied with Construction through the above energy in this home before final inspection. thi based on installed Code compl' featui Address of New 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits Florida Energy Efficiency Coo for Building A features which will be in Iled (or exceeded) ;" new EPL Display Pdrd will be completed Date: m &k City/FL Zip�l��„ 3k45� ' kBtu/hr Efficiency 41.5 HSPF:8.70 Cap: 40 gallons EF: 0.9 None `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Pro ect Summa Job: wrightsoft' 1 � Date: JULY25,2012 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: comfortcontrolofsic.com Promect Information For: CARLTON 70 III BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Design Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 17435 Btuh Ducts 4298 Btuh Central vent (37 cfm) 1143 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22876 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area(ft' 1720 1720 Volume ('ft') 14858 14858 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 360000 BFtuh @ 47°F 1180 cfm 0.054 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TO 15 OF Daily range Relative Humidity Moisture difference L 50 61 % gr/lb Sensible Cooling Equipment Load Sizing Structure 18569 Btuh Ducts 5276 Btuh Central vent (37 cfm) 612 Btuh Blower 0 Btuh Use manufacturer's data ° n Rate/swing multiplier 0.95 Equipment sensible load 23235 Btuh Latent Cooling Equipment Load Sizing Structure 2469 Btuh Ducts 1535 Btuh Central vent (37 cfm) 1552 Btuh Equipment latent load 5556 Btuh Equipment total load 28790 Btuh Req, total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON HP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 91062Q Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ 2012-Aug-02 20:38:19 WrlghtSOft' Right-SUite® Universal 2012 12.0.04 RSU05864 Page 1 EAWrightsofl HVAC1Wynne Corp1WYNNE CARLTON 70 111.rup Cato = MJ8 Front Door faces: W Load Short Form Job: wrightsoft• Date: JULY 25, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC.. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fac 772-785-9144 Web: comfortcoinrolofslc.com eLroject intormation For: CARLTON 70111 BEDROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design• • Htg CIg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON HP Model 25HCB536A30 AHRI ref no3032420 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 36000 Btuh @ 47°F 28 OF 1180 cfm 0.054 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON }IP Cond 25HCB536A30 Coil FX4DN(B,F)037 AHRI ref no3032420 Efficiency 12.7 EER, 15 SEER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual air flow 1180 cfm Airflow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME 5741 Area (ft2) Htg load (Btuh) CIg load (Btuh) Htg AVF (Cfm) Clg AVF (cfm) FOYER 102 1321 904 72 45 LAUNDRY 53 982 1942 53 96 KITCHEN 144 364 3185 20 158 MS BATH 56 924 500 50+ 25 MS CLOSET 63 74 202 4 10 MS BDRM 305 5443 6287 296 311 HALL 23 27 72 1 4 BATH 45 503 294 27 15 BDRM 2 194 4604 3130 250 155 CLOSET 23 277 148 15 7 BDRM 3 189 1828 1439 99 71 293 284 LIVING RM 526 5388 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Aug-02 20:38,19 11 + wrightsoft' Right -Suite® Universal 2012 12.0.04 RSUGS864 Page 1 fit, & EAWrightsoft HVAC%Wynne Corp1WYNNE CARLTON 70 Ill,mp Calc = MJ8 Front Door faces: W Entire House d 1720 21733 23845 1180 1180 Other equip loads 1143 612 ' Equip. @ 0.95 RSM 23235 Latent cooling 5556 „en V 1PIQ It4U GGVIV 6V, Jw IIVv IIVV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed., 2012-Aug-02 20:38:19 .� W right5Oft" Right -suite® Universal 2012 12.0.04 RSU05864 page 2 ACC% EAWrightsoft HVAC%Wynne Corp1WYNNE CARLTON 70 III.Iup Calc = MJB Front Door faces: W wrightsoftRight-J®Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN me wall ight mensions TRwm a Entire House 179.0 ft 8.6 ft d 1720.0 ft- FOYER 6.0 ft 8.0 ft hWVCWl 6.0 x 17.0 ft 1020 ft2 Ty Construction number U-value (Btuh/WF) Or HTM (BtuNftj Area (ft2) or perimeter (ft) Lead (Bluh) Area (H2) or perimeter (ft) Load (Btuh) Heat Cool Gross NIP/S Heat C.1 Gross N/PIS Heat Cool 6 11 l5J �G W t 12C-Osw 1Dc2om 13A-5ocs 12C-Osw IA-rlob 11J0 12C-Osw 1A41om 12C-Osw 1Dc2ow 4A5-2amd 1213-Obw 11D0 16A-30m1 0.091 0.870 0.125 0.091 1.080 0.600 0.091 1.270 0.091 0.570 0.770 0.097 0.390 0.032 n n In a a a s s w w w - n - 2.55 24.36 3.50 2.55 30.24 16.80 2.55 35.56 2.55 15.96 21.56 272 10.92 0.90 2.18 27.10 222 2.18 48.10 17.40 2.18 26.39 2.18 59.58 47.10 0.85 11.31 2.32 591 12 20 156 20 21 449 6 325 30 33 248 16 1720 579 0 20 115 1 21 443 6 262 2 0 232 16 1720 1474 292 70 293 605 353 1128 213 668 479 701 629 177 1w 1264 325 44 251 962 365 967 158 573 1788 1531 198 184 3990 0 0 0 48 0 21 0 0 0 0 0 124 0 102 0 0 0 1 27 0 21 0 0 0 0 0 124 0 102 0 0 0 69 - 0 353 0 0 0 0 0 337 0 91 0 0 0 59 0 365 0 0 0 0 0 106 0 237 N/ t-C w^ Lv G P L--D C F 22A-tpm 1.180 - 33.04 0.00 1720 179 5914 0 102 6 198 0 1 6 c) AED excursion 1092 -24 Envelope loss/gain 14539 13693 1048 743 12 a) Infiltration b) Room ventilation 2896 0 816 0 90 0 25 0 13 Internal gains: Occupants @ 230 Appliances/other 2 460 3600 0 1 0 0 Subtotal (lines 6 to 13) 17435 18569 1138 769 14 151 Less external load Less transfer Redistribution Subtotal Duct leads 25% 281/o 0 0 0 17435 4298 0 0 0 18569 5276 16% 18% 0 0 0 1138 183 0 0 0 769 135 Total room load Air required (cfm) 21733 11B0 23845 1180 1321 72 904 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoR' 9 2012-Aug-02 20:38:19 wri 9 Ri ht-SuReO Universal 2012 12.0.04 RSU05864 Page 1 AWN EAWnghtsoft HVAC%Wynne CorptWYNNE CARLTON 70 Ill.rup Cale = MJ8 Front Door faces: W wrightsof ' 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: comfortcomrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name LAUNDRY KITCHEN 2 Exposed wall 7.5 ft 0 ft 3 Room height 8.0 ft hwVcool 8.0 ft heat/cool 4 Room dimensions 7.0 x 7.5 If 1.0 x 144.0 It 5 Room area 52.5 ft- 144.0 fP s Ty Construction U-value Or HTM Area (fly Load Area (ft' Load number (Btuh/fP-°F) (Btuh/ft� or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 In 2.55 2.18 0 0 0 0 0 0 0 0 �G 1D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 �1 12C-0sw 0.091 a Z55 2.18 0 0 0 0 0 0 0 0 11 I--G II---I 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 ----DDD y/ 12C-0sw 0.091 s 2.55 2.18 60 60 153 131 0 0 0 0 t-G to-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 128-0bw 0,097 - 2.72 0.85 56 40 108 34 68 68 185 58 L-D 1160 0.390 n 10.92 11.31 16 16 177 194 0 0 0 0 C 16A-30mi 0.032 - 0.90 Z32 53 53 47 122 144 144 129 334 F 22A-tpm 1.180 - 33.04 0.00 53 8 248 0 144 0 0 0 0 6 c)AED excursion -51 -84 Envelope loss/gain 733 419 314 308 12 a) Infiltration 113 32 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 2400 Subtotal (lines 6 to 13) w 1651 314 2708 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 846 1651 314 2708 15 Duct loads 16% 16% 136 291 16% 18% 50 477 Total room load 982 1942 364 3185 Air required (cfm) 53 96 20 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrightsoR' 2012-Aug-0220:38:19 Right-SuBeO Universal 2012 12.0.04 RSUDS864 Page 2 ACC EAWrightsoft HVAC%Wynne Corp1WYNNE CARLTON 70111.mp Calc = MJ8 Front Door feces: W F� wrightsoftRight-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 26, 2012 By: ,PATRICIA ZIMMERMAN 1 Room name MS BATH MS CLOSET 2 Exposed wall 8.0 ft 0 It 3 Room height 8.0 ft heattcool 8.0 it heal/cool 4 Room dimensions 7.0 x 8.0 If 7.0 x 9.0 It 5 Room area 56.0 W 63.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (1111 Load number (Btuh/ftMF) (Btuh/ft� or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cc it Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 IN 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 LC W 1Dc2om 13A-6ocs 0.870 0.125 n n 24.36 3.50 27.10 2.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V� 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 11 I-C I-D 1A-r1cb 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.55 2.18 64 58 148 127 0 0 0 0 LC IA-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 12C-0sw 0.091 w Z55 2.18 0 0 0 0 0 0 0 0 IW 113c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 I---G 4A5-2cmd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 q 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 I-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C F 16A-30m1 22A-lpm 0.032 1.180 - - 0.90 33.04 2.32 0.00 56 56 56 8 50 254 130 0 63 63 9 63 0 66 0 Vie 0 9 6 c) AED excursion -13 -4 Envelope loss/gain 676 401 56 142 12 a) Infiltration b) Room ventilation 120 0 34 0 1 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 b Subtotal (lines 6 to 13) 1 796 435 56 142 Less external load Less transfer Redistribution 0 0 0 0 0 0 0 0 0 0 0 0 14 15 Subtotal Duct loads i6% 15% 796 128 435 65 32% 42% 56 18 142 60 Total room load Air required (cfm) 924 50 500 25 74 4 202 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsotR' 9 2012-Aug-02 20:38:19 wri 9 Ri ht-Suited Universal 2012 12.0.04 RSU05864 Page 3 ACCCA EAWrightsoft HVACIWynne Corp\WYNNE CARLTON 70111.rup Calc=MJB Front Door faces: W wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoncontrolofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1[Rwm name MS BORM HALL 2xposed wall 49.0 It 0 ft 3oom height 8.5 R heaVc001 8.0 ft heat/cool 4com dimensions 1.0 x 304.5 ft 4.5 x 5.0 ft5oom area 304.5 ft' 225 ft' Ty Construction U-value Or HTM Area (111 Load Area (ft� Load number (BtuNft? *F) (Btulvft5 or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross NIPIS Heat Cool Gross NIPIS Heat Cool 6 TpJ 12C-Osw 0.091 n 2.55 2.18 81 81 206 176 0 0 0 0 L� 1Dc2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ccs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 u 0 0 0 11 G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 - 0 0 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 217 217 552 473 0 0 0 0 t-G to-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2-55 2.18 119 89 227 194 0 0 0 0 1Dc2ow 0.570 w 16.96 59.58 30 -2 479 1788 0 0 0 0 4A5.2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n %92 11.31 0 0 0 0 0 0 0 0 C 16AJOml 0.032 - 0.90 2.32 305 305 273 706 23 23 20 52 F 22A4pm 1.180 - 33.04 0.00 305 49 1619 0 23 0 0 0 r 6 c) AED excursion 855 -2 Envelope loss/gain 3355 4193 20 51 12 a) Infiltration 783 221 0 0 b) Ro0m ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 4138 4414 20 51 Less external load 0 0 1 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4138 4414 20 51 15 Duct loads 32% 42% 1305 1874 32% 42% 6 21 Total mom load 5443 6287 1 27 72 Air required (cfm) 296 311 1 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsaft- 2012-Aug-02 20.38.19 Right-SuHe® Universal 2012 12.0.04 RSU05864 Page 4 AC�A E:1Wdghtsoft HVAC\Wynne Corp\WYNNE CARLTON 70 Ill.mp Calc = MJ8 Front Door faces: W wrighteoW 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: comforteonlrolofsle.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name BATH BDRM 2 2 Exposed wall 5.0 ft 40.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 193.5 ft 5 Room area 45.0 ft2 193.5 ft' Ty Ccnsbuction number U-value (Bluh/Wl') Or HTM (Btuh/ft') Area (fO or perimeter (ft) Load (Btuh) Area (ft- or perimeter (ft) - Load (Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ljJ 12C-0sw 0.091 n 2.55 2.18 40 40 102 87 108 108 275 236 �G 1D-c2om 0.870 n 24.36 27.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 11 �j �a_ D 12C-0sw IA-rlob 11d0 0.091 1.080 0.600 a a a 2.55 30.24 16.80 2.18 48.10 17.40 0 0 0 0 0 0 0 0 0 0 0 0 108 20 0 88 1 0 224 605 0 192 962 0 lkJ -G W 12C-0sw tA41om 12C-0sw 0.091 1.270 0.091 0.670 s s W w 2.55 35.56 2.55 15.96 2.18 26.39 2.18 59.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 0 108 0 0 0 Z75 0 0 0 236 0 0 0 Et1Dc2cw 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 LD 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30m1 0.032 - 0.90 2.32 45 45 40 104 194 194 173 449 F 22A-tpm 1.180 - 33.04 0.00 45 5 165 0 194 41 1338 0 0 6 c)AED excursion -6 AS Envelope loss/gain 307 185 s 2891 2025 12 a) Infiltration b) Room ventilation 75 0 21 0 609 0 172 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 383 207 3500 2197 14 15 Less external lead Less transfer Redistribution Subtotal Duct loads 329/6 42°/ 0 0 0 383 121 0 0 0 207 88 32% 42% 0 0 0 3500 1104 0 0 0 2197 933 Total room load Air required (cfm) I I 503 27 294 15 4604 250 3130 155 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrllhtsoft' 2012-Aug-02 20:38:19 9 Rlght-SuRe® Universa12012 72.0.04 RSU05864 Page 5 i1� A E:7Wdghtsoft HVAC\Wynne Corp7WYNNE CARLTON 70 Ill.rup Cale = M.18 Front Door faces: W r}+wrightsoft' Right-JOWorksheet 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: comfoncontmlofslc.com Job: Date: JULY 25, 2012 By: PATRICIA ZIMMERMAN 1 Room name CLOSET BDRM 3 2 Exposed wall 2.5 ft 14.0 ft 3 Roam height 8.0 It heat/cool 8.0 ft hwt/cool 4 Room dimensions 9.0 x 2.5 ft 13.5 x 14.0 it 5 Room area 22.5 ft2 189.0 it - Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft? °F) (Btuh/ft' or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIPIS Heat Cool 6 l5J 12C-Osw 0.091 n 2.55 2,18 0 0 0 0 112 100 255 218 T-G 1DC2cm 0.870 n 24.36 27.10 0 0 0 0 12 0 292 325 W 13A-5ocs 0.125 n 3.50 2.22 20 20 70 44 0 0 0 0 12C-OSw 0.091 a 255 2.18 0 0 0 0 0 0 0 0 11 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 lRJ 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 �--G 1Ai1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 255 2.18 0 0 0 0 0 0 0 0 1Oc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 4A5-2omd 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - Z72 0.85 0 0 0 0 0 0 0 0 I-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16A-30ml 0.032 - 0.90 2.32 23 23 20 52 189 189 169 438 F 22A-tpm 1A80 - 33.04 0.00 23 3 83 0 189 1 14 _ 463 0 0 61 c) AED excursion -3 -31 Envelope loss/gain 173 93 1179 951 12 a) Infiltration 38 11 211 59 b) Room ventilation 0 0 01 0 13 Inlemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal Qines 6to 13) 210 1D4 1390 1010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 210 104 1390 1010 15 Duct loads 32% 42% 66 44 32% 42% 438 429 Total room load 277 148 1828 1439 Air required (cfm) 15 7 99 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2012-Au8-02 20:38:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 �� E:IWdghtsoft HVAC1Wynne COrp1WYNNE CARLTON 70 Ill.rup Cale = NIA Front Door faces: W M :saoel joo0 lucid Bf W = oleo dw'111 OL NO1lMVO 3NN/.Mldloo ODUAMIOVAH IIOS4g6uMI:3 yam, L 868d 698SOns8 4O'0'ZL ZLOZ leslaqun ®aPnS-lg618 ,Kos4grwjM 6L:BE:OZ ZO-finV-ZIOZ p3 438 f lenueLN to sluawaiin55i lie )aaw of VOOV Aq p@Aojdde suollelnoleo £eZ (w/o) pw!nbal nV E48Z L4L5 89ES Peol wool lepl 618 sbL SPMI IMO SL Z99V £b96 leloLgnS 4L 0 0 UOIInpisipaa 0 0 is/suer seal L 0 0 Peol Iewalxa seal Z99V DWI (Cl. of 9 saup) leyolgng 0 iaglo/saouepddV 094 z OEZ slued6mo :SU1e6 lewalul EL 0 0 UOIIellluaA woos (q z>Z L98 Uo9egl0Ul (e ZL OBIV 98LE u1e6/Ssol adolanU3 909 uomnox 03V(O 9 L 0 9£9L Lb 9ZS 00'0 00"EE - 09L"L wdl-VZZ d BLZL W, 9Z9 9Z9 Z£'Z 060 - NO Iwo£ -VEIL O 0 0 0 0 LE"LL Z6'OL u 06£'O 00LL 0-1 0 0 0 0 98'0 ZCZ - L60'0 Mg0-ezL d ML LOL 0 EE OVLV 991Z M OLCO PwOZ-BVb 0 0 0 0 9969 96"9L m OL9'0 m Z.-m M BLE Z" ELL 90Z OVZ SSZ m L60'0 MSO-On 0 0 0 0 6V9Z 99'9E S OLZ'L wow -VI. ` 1 0 0 0 0 8L'Z SSZ s L60'0 MS()-OZL 'M 0 0 0 0 OP'LL 08'9L a 009'0 or" 0 ' ! 0 0 0 0 OL"e6 9Z'0£ a 0901 gow-VL LL 0 0 0 0 8LZ SS "Z a L60'0 mso-ou 0 0 0 0 ZZ'Z OS"E U 9ZVO smg-V£L M' 0 0 0 0 M LZ 9£'bZ U OL9'0 wozo'M �--I m LE9 09Z OSZ 9I'Z SS'Z U L60'0 MSO-3ZL fb1 9 1-0 IeaH S/d/N ssaO 1-0 Ie H SMIN SSoIO 1000 IeeH (de .UMnlg) uagwnu lalawuad jo (gnlg) (0) jalawuod to (zllNnle) Paul my Peol (dJ) ea,V W1H JO anleA-n U0310rulsuoO Al :11 9"9z5 me woos 9 ll 9SZS x 01 SUOISUOWIP wwu p pO3Awq U 8'6 Ig6iag woos E 4 9"96 Ilem Pasodx3 Z INN ONIAII aweu woos L NVWH3WWIZ VIOINIVd :AEI Z n'9Z Al(V :aiep :qor woo'ols{ololluoopo/woo :qaM "L6-SBL-ZLL xed 66LZ-9L9-ZLL:9uo4d £96VE Id'31oni'IS LUOd "1S 3blOWllle 3S LOSL -ONI `O-IS d010a1NOO 1110dWOO asnoH aii;u3 ;aaysmioM®f' ABIN UOSjLj5Ijm 1-30-15 DESCRIPTION: BEING ALL 30 ORO GRANDE WAY, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE a 6 NR IQ RECEI'.'77 FED 181015 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. II 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO203 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A% DETERMINATION AGENCY. to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE CENTERLINE OF ORO GRANDE WAY HAVING AN ASSUMED BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. ALE: 1"=30' ALEXANDER J. PIAZZA PSM, I TE: 1-30-15 Surveying " Mapping " Consultinc AWN: CJM 619 SW Biitmore Street Port St. Lucie, Florida 34983 B NO.: ® Phone: (772) 340-7770 15-1937 LB07280 Fax: (772) 340-2250 PERMIT #: I3a w o In w Q � OC a o ION w 0 St. Lt;Cfe Co. FL �Oi•' iFlfl1 CORPORATION, K:\BUILDERS\DWG2015\15-1937.dwg, 1/30/2015 4:29:18 PM ALEXAND J. PIA' Professional urveyur & Mapper Florida Certificate No.: 6330