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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO ,,MUST /BE CO'_, IETED FOkAP CATION TO BE ACCEPTE!,j_ / Date: /l n�,Y' I7� - ^- Permit.Number: I V/1• QIL3. CA [�NED —...� 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 Residential X PERMIT APPLICATION FOR:fgCtAc3ejr91- - S-fa(b/344/-od,.., III PROPOSED IMPROVEMENT LO Address: +G le, 04 Legal Description:-THb AN 2imcr OS4A4-Es- unr+ oed- 3l tC 69 Lo+ a7 (D 2 lbol- Iz lG ! 3LI76 - 778g) PropertyTaxlD#:Lot No. 27 Site Plan Name: Block No. toq Project Name: a -• L i'1N p�% Pt Qt&/ AAw�S )Setbacks Front 2G. Z Back: 57 Right Side: /,3-0 ' LeftSide: S� DETAILED DESCRIPTION OF WORK: III aU�`IDin� OfC/)I✓- 4!f>+SS`acy F,u, td:,.J /�r9rnojt3 / oiz+ -5 LAr®lt'f4 !'vo., CONSTRUCTION INFORMATION:, ` Mona wor to e e orme under tispermit-c ec a apply: ©HVAC LiGasTank ❑Gas Piping El _Shutters K1Windows/Doors Electric Plumbing Sprinklers 1:1Generator © Roof Total Sq. Ft of Construction: %W ,/ 52 r•S Ft. of First Floor: %7lo y S�Ff Cost of Construction: $ I `1, 25S. 6O Utilities:] Sewer ®Septic Building Height: /% ��� nrAW OWNER/LESSEE: CONTRACTOR: Name HICn9e\ Name: M44V MA-M5, /I Company:ML-L-QI LoV faucT%on ='rnc. Address:6007 -/•iicKoay D¢. City: Fc)aE 7-�lerct Stater- Zip Code: 31 /9 S Z- Fax: 772- 9&5 5- 7337- Phone No.-M - -519 -0077 Address: /6g67 S. v4ea4 rJrzrvcr City: 54nseu b eAck zip, Code: 3Y9S 7 Fax: PhoneNo.77Z-(oZ(n-3l7& State: ri. 772- :337 - LI (9( E-Mail: p1K.i•_j Lov4ber(aC0w1CAS-1.N�T Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mv jl: NArti[ @ Mc c- 2Y , co --i State or County License: 54PAt_ 'ii'(f &C 05 9Y/Z- If value of construction Is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUC N LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: P,4L> / \1-4 el s 4 ,3-Kc, }? G . Name: Address: qSy Sw 90'1~� s/. Address: City:'/'oed S' A I+ Zip: 3Y9b s FEE SIMPLE TITLE HOLDER: City: State: Zip: Phone: Applicable I BONDING COMPANY: Name: Name: Address: _ Address: City: City:_ Zip: Phone: Zip: _ I certify that no work or installation has commenced prior to the issuance of a permit. Phone: Applicable 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 and 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 property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before �,14Le A / Ka, Signature of Owner/ gent/ Lessee STATE OF FLORIDA STATE OF FLORID COUNTY OF S Prt ITT L_LkplL€ COUNTY OF mc°�n� , n The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this day of Vou& Nor% fz , 20 14 by this day of n� Qda� .20�g by i (Name of person acknowledging) (Name of (Signature of Notary Pi Personally Known Type of Identification P Commission Revised 07/15/2014 State of Florida) _-Wature of Notary Public -St of Florida ) OR Produced Identification Personally Known OR Produced Identification Iced Type of Identification Produced ;TOR' A B. VOOItHES Commission No. LMMISSION OFF 107614 EXPIRES: July 07, 2018 *MqAft_ - slim of Rwbf My Comm. Espim Apr t, 2010 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE 1i 1 INITIALS 30 Edward Roseberry From: Jackie Calderon Sent: Monday, January 12, 2015 10:42 AM To: Tammie Earl; Edward Roseberry Cc: Audrey Jackson; Amy Busbin; Mick McGuire Subject: RE: Michael Mustaine Combination 3402-609-0633-000-8 Attachments: FPAl_171169.pdf Good morning, At this time the property has been combined. This combination will not be reflected on our public web page in is only available thru our internal system. Attached a copy of the record card showing the new legal of the combination as of 1/12/2015. If you have any questions please let me know. Have a wonderful day, Jacluefine'Gafde_jon, CFE Real Estate Data Analysis Specialist Saint Lucie County Property Appraiser's Office 2300 Virginia Ave Room 107 Fort Pierce, FL 34982 Phone: (772) 460-3335 Fax: (772) 460-3301 calderoni0paslc.org www.paslc.org bv2070»a wClf „al x�t 2C' wow (aces p �'Assessmeni tO WOft' axu�cwrm �ui�aae�aua Our Promise to You... Superior Service, Trusted Results From: Tammie Earl Sent: Monday, January 12, 2015 9:26 AM To: Jackie Calderon Cc: Audrey Jackson; Amy Busbin; Tammie Earl Subject: Michael Mustaine Combination 3402-609-0633-000-8 Hello Jackie, Michael Mustaine @ 772-626-3176 was in contact with me on Friday 01/09/15. He would like if you would confirm that lots 27 & 28 are combined. I noticed that in AP5 the legal descriptions indicates that are. Would you be so kind to call Ed Roseberry with Planning @ 462-1573 or e-mail him @ roseberrveCastlucieco.org and advise that his props are combined as well as Mr Mustaine so he can proceed with his bldg project. Thank you, Ta+mnn & Eaf-L Public Service Representative Saint Lucie County Property Appraiser's Office 2300 Virginia Ave Suite 107 Fort Pierce, Florida 34982 Phone 772-462-1011 Fax 772-462-1058 earltCc_paslc.orla www.pasic.org .... xo+a,.s. sr.w�tco awwormkr �VyCIF �i�' 2ON y isbed � s Lrsditin Awn! nf Our Promise to You... Superior Service, Trusted Results Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete at[ materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 01/1212015 Saint Lucie County Parcel/D:3402-609-0633.000.8 Location: --------------------- CurrentOwner Percent Mustaine Michael K 0 Mustaine Mary E 6007 Hickory Dr, Fort Pierce, FL 34982 Previous Owner Mustaine Michael K UserAcct: COMB2015 Account#: 38124 6007 HICKORY DR Saint Lucie County 34950 Total Value: 63,800 _______________ cd District Data Zoning Data rCodef rpescW % TGode +Desc "/° ,��� CD01 SLC Stormwtr 100 RS-4 RS-4 EE19 Erosion E 100 FF02 Jail 100 0100 0.00 50.200 900 12,700 0 63,800 TOTAL 0.00 50,200 900 12,700 0 63,800 ZU15 LIVE 0100 50,200 900 0.00 7,700 58,800 2015 BASE 0100 50.800 900 0.00 7,700 59,400 2014 FV 0100 50,800 900 10,000.00 7,700 59,400 2014 TRIM 0100 50,800 900 10,000.00 7,700 59.400 2014 PR 0100 50,800 900 10,000.00 7.700 59.400 2014 EST1 0100 50,200 900 10,000.00 7.700 58,80D Mustaine Michael 3476-2788 Keller Paul W ' 1601-0126 Ludwig Charles M 10750514 04501201 03332639 DC 01/16/2013 Dis-QC-TI WD 10/16/2002 Qual-1 ID WD 04/30/1997 Qual-1 ID CV 11/01/1984 Disq Sale CV 04/01/1980 Qual-1 ID 121113816012 Lega D INDIAN RIVER ESTATES -UNIT 08- BLK 69 LOTS 27 AND 28 (0.46 AC- 20,000 SF) (MAP 34/11S) (OR 1601-126; Derek 3476-2788 ; 3644-1995) 100 N Deed A 89900 N Deed 62000 N 5300 Y 3000 Y _ Building Permit Information - e Number Descdp6on Amount :Visit Date ClosedDate $tatu , GeneralNotes 04/112014 C1404-0248 Roof 0 05/09/2014 OPEN MODIFIED BITUMEN OD 04/112014 C1404-0248 Roof 0 05/092014 OPEN MODIFIED BITUMEN OD 63,800 54,100 54,100 54.100 54,100 54,100 Patriot Properties Inc. Activity Information 09/25/2013 R-CH B Raya Bdseli Rays (RE) 01/19/2010 R-CH L Brinker Lori Brinker (RE) JPnsN _M....Factuse Value Notes 1 1.00 80.000 FrFt 215 1.00 96 96.26 1-1001 1.00 23 7,700 1730 1.00 0 2 1.00 80.000 FrFI 215 1,00 96 62,50 H001 1.00 23 6.000 1.00 0 ............................................................................................................. TotalAg Area: 20,000.00 Total Appraised: 162,780 r Totai: 0 Total Assessed Value 0 Disdahner. This Information's believed to be coned but is subject to change and Is not wananteed N Exterior Information,'Rath; Fpaturen` [-Condo' Inforation"° :" ':'OtKe ' Features Rann Bid Type HC HC Full Bath 2 GD Location Withers 0 Stry Ht 0010 Addlnl 0 Tot Units Ad Kit 0 Llv Units 1 WBath 0 Floor Level Ftpls 0 Foundation SL Conc Slab Addlnl 0 Num Floors 0 WSFlue 0 Frame U2 Bath 0 %own 0 Wall BS CB Slucco Addtnl 0 Name Wall2 0% Othr F7x 0 R008truct HP Hip Roalcover SD Dim Shingle ' Color <' : ' f7 VlewCod0 Generaf.information'-5'`!: Grade C C Year Bit 1985 EllYr Bit 1985 Alt LUC 0% Judsdict Fact 1.00 Constr Mod LumpSumAdj 0.00 Interior1nformation' Avg HtIFL Prime Wall DW Drywall Sec Wall 0% Partition Prime Fl CU Carpet See Flows CT Tile-Geramic 30% BsmtFloor SubRoor Bsmnl Oar 0 Electric Mx Insulation 2 Typical Int vs Eat Heat Fuel ELEC Electric Heat Type FHA FrcdHoWr Sec IN Type 0% #Heat Sys 1 %Heated 100 %AIC 100 %Sprinkled 0 %CiHVae 0 Czeel s. Alternate Area Detail `""" T,. 17 �. ` "Sufi .`?Calculation ubArea % AlfType I0ode---Desc.`-.-.- Basic$ISQ 37.00 RAS 13ASEAREA Size Adj 1.01779D00 GAA GarABchAvg ConslAdj 1.03 SPAA S=PchAOAv Adj §ISO 37.658 SPAA ScrnPCbAIIAV Other Feat 7.636 Total Grade Fact 1.00 NBHO InR 0.95000000 LUC Factor 1.00 Adj Total 64.344 Depreciation 14,156 Dep Total 50,188 Acct # PhysCond Average 22 Fune 0 36124 EBon 0 Bldg Seq Spec 0 OV 0 1 Total %Dep: 22.0 1,196 1,196.00 39 46,177 0 299.00 27 8.079 0 35.00 21 744 0 240.00 21 5,095 1,196 1,770.00 60.095 Special Features /Yard Items (1st 6 Lines Displayed) ode SFYIDesc A /S Qty Size-Qual Con Year UnitPrce "Adj P D1S' gip ,^LUC-. Fa .NB7^.'NFae7ris Fact:"UnciepValue:..:Apprsd- alUer: AssdNaluei FEW CHAINLINK4' 0 N 1 70.00 AV AV 1999 4.50 4.50 0 15 0100 1.D0 1-1001 1.00 1.00 315 300 300 DWC Ddv-Concret D N 1 720.CD AV AV 1985 0.00 0.00 0 0 0100 ' 1.00 HO01 1.00 1.00 0 0 0 UTL3 UTILITY AVG D N 1 140.00 AV AV 1999 6.27 5.27 0 15 0100 1.00 H001 1.00 1.00 738 600 600 Total Sp. Features: Total Yard Items: 900 Total Appraised: 900 Total Assessed Value: 900 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE H 4019318 OR 1-; - 3695 PAGE 2909, Recorded 12/04/20hr'�a 01:22 PM ) ' NOTICE OF COMAONCEMENT The undersigned hereby given notice that improvement will be made ro certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement, 1. DESC]U TION OF PROPERTY _(Legal �deessccription, end saes address) TA rOLIO NUMBER. SUBDIVISION RLwe._ye L_TRAcr_LOT 27 BLpO_UNff x `id•71 , N' ; 4 c. interest in property. d. Nanse and address of fee 4. CONTRACTOR'S NAME, ADDRESS AND 5. SURET'Y'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. PersorD within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (I)(a) 7., Florida Semtes: NAME, ADDRESS AM PHONE NUMBP.E: S.In addition to himself or herself, Owner designers; the following to revive a copy of the Lienoes Notice a provided in Section 713.13 (])(b), Florida Smmtes: NAME, ADDRESS AND PHONE NUMBER: 9. Rviration dare of notice of commencement (me expiration date is I yam from the dam of recording orders a different date is specified) _, 2U_. SlgmitrreetOwnernr Owner's Authorized OfftovfDlredor/Partner/MooMr MWAEf K , MtASTA-iwfF. Print Nate and Provide Sigontory'a ThidOface Smmof lorlde , Comtyof $A'(wIT L.UCfF. Theforegoing inswment was acknowledgedbefommethis day of 5"EP/CrM l3E2 _20 L By Minotpf MILSTPkrlC- ,as ot,.)�1E4 (Name of person) CTypc of mrhoriry... e.g. Owner, offiw, trastee, emmey in fact) For (Name ofpatty on bdufofwhom instrument was executed) Personally Known_ or produced the following type of ID:_ VICTGPJA es I'NrrC! 5 (/.�UIJZILI .C�r� 11CTOR)AS. Y(H)RHE1 (Printed Name of Notary Public) (Signature of Notary Public) NrEXr�aP'.rsuyw ier%N Under penalties of perjury, I decmre that I have read the foregoing and that the facts in it ere true to the bat of my knowledge and belief (section 92525. Florida Stamens). �f///�Slgmtnn(s)of r/(eIorOwnneer(s)'A�utthhurriizedd OBleedDlrMor/Pariner/Menager who signed above: By: By /✓Ire!/✓F.G �. &-5-fA,'PA, m.mnaa v mati STATE OF FLORIDA ST. LUCIE COUNTY THIS ISM CERTIFY THAT THIS IS A TRUE A CORRECT COZY OF T ORIGI L J E AIITH LEAK By: Deputy clerk Dale: St. Lucie County Building &,Zoning BUILDING PERMIT S U'B-CONTRACTOR SUMMARy (Company/Iitdividua/l Nam— e) � will be using the following sub -contractors for the project located at Lp00 7 f qC /�o t D x c., as or rroperty Taa ID #) It is understood that if there is any change of status regarding the participation of any of the sub contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ __J i State of Florida License Number Electrical r�lec-4 JC. I�g�i2 L C Coo ISlvq Plumbing /14�� �i lnenst'o.fs /7Ser�ti[es / 8�2�' XW, xvac/ eFCC 526 Mechanical ... Cr9 e03S553 Roofing (9�ey�n>geze�C /8982 ec- Cos, F/9 Gas /)/`4 OFFICE USE ONLY: PERMIT = NUMBER- 1LIIJ -flyr.: ISSUE DATE: PERMIT# I I ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGRFF.MFNT St. Lucie County Contractor Certification Number: I i l ry State of Florida CertificatW Number (if applicable): have agreed to be the ya-e_cYfica-\ Sub-contractorfor MeA-2y Cov\-�Ror_- Covt Slnc, (Type ofTrad9 � (Primary Contractor) For the project located at 6007 . kRxtt 3Yo2(sc�oCo3y000 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) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: f `-7 (,0 email: o.ol • ccv, . ga SIGNATURE PRINT NAME 22 DATE STATE OF FLORIDA, COUNTY OF J�1 �. THE FOREGOING INSTRUMENT WAS SIGnNEWBEFORE'ME THIS LL DAY OF C"! iJ;__I 201d BY A�III� (A YC�d Y ll! _ WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. V ,SIGNATURE OF TARY PUBLIC SLCPDS: 08/06/2014 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): CFC057526 Aqua Dimensions Plumbing Services, Inc. have agreed to be the (Company Name/Individual Name) Plumbing Sub -contractor for (Type of Trade) jjlr�� ��// y (Primary Con ctor) For the project located at G 002 fly - AD, l� (Project Street Addres r 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) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: 1651'SW Macedo Blvd 0 Port St. Lucie, FI 34984 Phone: 772-344-8433 email: aquadimensions@netzero.com Robert Ludlum �.SI ATU PRINT NAME DATE STATE OF FLORIDA, COUNTY OF t. Lucie THE FPREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS l l DAY OF I V 0 deJYll. e 2014 BY S� Ia(l YI.UY{ n- WHO IS PERSONALLY KNOWN X OR HAS PRODUCED Ehnd- &&�& SIGNATURE OF OTAR PUBLIC SLCPDS: 08/06/2014 AS IDENTIFICATION. Rhonda Lafferty (STAMP) PRINT NAME OF NOTARY PUBLIC ;ai/a�a•. RHOIVDA n - •= !+q,��;��'(60T)399-0753 10/31/2014 17:49 „ PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR: AGREEMENT St- Lucie Cooney Contractor Certification Number. / nU /h,4O�jI p Stato ofElorida CerdfleationNumber (If applicable): �i /� L — o ✓ D / (Type For the project located at 0 Z4(f, Name) have agreed to be the Sub -contractor for / l%�- 0 y �YI �YzuL riLoyt 2✓r e (Primary Contractor) TierC< 0, 7/9)(A Sc (Project Strcet 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) BUSIMSS QU.i►I. UUR (Name of the Individual shown on the Coatrador's Licansc) NOTARIZED SIGNATURES ARE REQUIRED Business Namc: Address: i City/Stare/Zip: A" of / SJ !l/(%/! :7 /!3 / / Phone: %7/-c��%/C�% emauil// /0/a/ l SIGNA PRINT NA]) ' DATE STATE OF FLORIDA, COUNTY OF S(, I I ICJ L THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 3I DAY OF � Y�-(;i' , �0 v , BY _ af,/C I / I curzo WHO IS PERSONALLY HNOWN OR HAS PRODUCED / AS IDENTIFICATION. bulb Y(,(.f'dyfl 'r- (STAMP) SIGN RR OFNGTARY PUBLIC PRiI19T NAME OF NOTARY PUBLIC SLCPDS: 17/16/2013 migm VANDERFLIERMISSION #FF099550ES March 9, 201gaNOtarySelyice.com PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTO& ACKESMIRNT St Lucie Comay ContIactor Certification Number: o s/) 3 2 State of FloridaCertification Numbc(Qappucabie): CAM :S553 7t J I rtiC j) 8 (L 11�rG _ have agreed to be the SC pony Name/lndividoal Name) � C Sub-contractorfor 'YYl e.\— Q l Co yv} f _vc-1 '0,� Snc, (Type ofTmde) (Primary Contractor) For the project located at 6M% ! 4;Gi;olt V 2)e. r'oef P''ere- (Project Street Addrds or Prop" Tax IA #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will finmediately advise the Building and Zoning Department of St. Lucie County by filing s Change of Sub -contractor notiee. (Form: SLCCDV (No. 004-00) BUSINESS QUALIRIER (Name of the tudividuei alwvrn on the eontmwes License) TRACY 0 STEELE NOTARIZED SIGNATUTtES ARE REQUIRVO I R CONDITIONING INC 2750 SW EOGARCE ST Business Name: PORT S T 1 j1 C I E El Addreas: City,Statcaip: Phone: SIGNATURE email: tDSgC(RAOL.COPA eR.e�,3� PRINT NAME DATE STATE OF FLORIDA, COUNTY OF, E % efe-" THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS _ -_ DAY OF BY — WHO WHO IS, PERSONALLY OR HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATURE OF NOTARY PUBLIC PIUNT NAME OF NOTARY PIOLIC SLCPDS: IZ,16f2013 DANIEL F STACEY !• MY COMMISSION #FF081098 EXPIRES February 23, 2018 (40n 399-0153 FIcfWNotery5ew1ce.wm fa4 f CO NT Y E'.,A L O R { `a PLANNING & DEVELOPMENT SERVICES :EPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 V RGINIA AVFNUF FORT PiI R(T. FI. 34952-5652 I' 72) 462-1553 FILLED LA:`�DS AFFIDAVIT 1, the undersigned, am the owner Ofthe following described property. 3yo260CIOG 00!oS (Parcel Id#/Legal description/A drbl77 14 i EKoW� �2 1=T �i-ram p' for which I have applied to Sr. Lucie County for a Fira. accepting this Final Development Permit, Development Permit: In that as owner of the above described property. o ertmber _ in accordance with S�ction 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assurin- adequate drainage so that the immediate Community WILL NOT be adversely acted. St. Lucie County is neither obliged nor liable to provide for. or maintain in any for I further acknowledge that in granting this permit for the development of this Propertv. adequate drainage off my' property which will not adver elv affect the immediate community. 0 IF PP owwnefSN"�(RI'�%e Prins - roperty ' une_ Qn� a� Daze S'IAll:Ol:1'LURInA COUNT}'01:=// ACKN'OWj.LUOLU BLFORF ME rills DAYOf: /t/UVCyYt PROUI I('IiU __.wldO is PERSONALLY KNOWN TO NIF. OR wHO HAS (/ #Yfk2lz�l.�,. "MMIS\ION NUMBER �I CI'U'Sn R" iI'd Wi2412010 \I /—T-'n .n�(/��.AS IDGNIT/IFIICC'A 1 IONIt OR PRINI'NOTARI VICTO(�,g, VOORIfES MY COMM155ION p FFI07610 w� SXPIRES: July 07, IOIS Planning & Development Services Building & Code Regulation Division 2300 Varginia Ave (fort Pierce, FL 34962 772462-2172 Fax 772-462-6443 CERTIFICATE TERMITE TREATMENT C®NSTRUCTION SOIL TREATMENT PERMIT #: I� I l- 0 T o 3 JOB ADDRESS: 6 6 6 BUILDER/CONTRACTOR: A7, G 1,, 0,1 !h w s tr L Le, — PEST CONTROL CONTRACTOR: Ou — _-bAI PEST CONTROL LICENSE #: i h dt i`i sr we, the undersigned, hereby certify that we have pretreated the above described constructjon for subterranean termites in accordance with the standards of the National Pest Control Association - Square Square feet if area treated: % 56 r Chemicals used: 0a'�. I , 't j Percentage of solution: e 6 6 ;/,' Total gallons used: C 5- Date of Treatment: 6,ZZ r y _Footing _ 1t Treatment _Re -Treat _Driveway .S't Treatment _Re -Treat _Other _la Treatment _Re -Treat Time of Treatment Ll 3 z-) _Slab _1'r Treatment —Re-Treat _Pools 151 Treatment _Re -Treat Perimeter for Final Inspection 12 �— Signature of Fxtermi r --�`lq8z + Pi ef`t e, Note. There must be a completed form for each required treatment orre-treatmentand this form mustbe on the Job site to be placed up by the Inspector at time of each Inspection or the scheduled Inspection will fall and a•re-1aVecffon fee charged. FSC104.2.6CertilcateofProtectiveTreatmentforpreventionoftermites. Aweather resislantJolzsitepastingboard shall be provided to receive duplicate Treatment certificates as each required protective beabnentIs completed, providing a copy for the person the permit is Issued to and another copy for the bullding permit files The Treatment Certificate shall provide the product used, Identity of the appilcator, time and date of the t eatmen4 site location, area treated, chemical used, patrentconcentration and number ofgallons used, to establish a verifiable record of protective treabnent. Ythe soil chemical bamier method for termite prevention is used, final exterior baatment shall be completed priorto final bullding approval. St Lucie County requires for the final inspection for C®, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 V^ I ■ AA (772) 924-3575 • (772) 924-3580 (fax) '�rFRNAS\O�Py IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALL -OW DEPTH) - ASTM 6938 Project: 6007 Hickory Drive Project ID: 15-0048.00 Address: 6007 Hickory Drive, Fort Pierce, Florida Report ID: D-0001 Client: Mel-Ry Date: 1/30/2015 Permit No: Field Tech: Robert Liverman Test Mode: Direct Transmission Area Tested: Foundation pad Soil Description: Brown fine sand, trace silt and clay Proctor / LBR ID: P-001 Max Density (PCF): 116.0 Opt Moisture (%): 9.0% Test Standard: D 1557 Compaction Required 95.0% Probe Elev Wet Dry Moist. Compaction Location Depth Density Density (%) ° /o Results (in) (PCF) (PCF) 1 Northeast area 12 0-1 126.1 113.6 11.0% 97.9% Pass 2 Northeast area 12 1-2 (*HCP=70, > 95 % Compaction, PASS) 3 Center 12 0-1 125.4 116.1 8.0% 100.1 % Pass 4 Center 12 1-2 (*HCP=70, > 95 % Compaction, PASS) 5 Southwest area 12 0 - 1 123.4 114.9 7.4% 99.1 % Pass 6 Southwest area 12 1-2 (*HCP=70, > 95 % Compaction, PASS) 7 8 9 1 0 1 *HCP tests are empirically correlated to the relative 1 density of the soil. 1 2 ,• Testing Gauge•Infotrii5ti6h:"`Manufacturer. Troxler Model: 3430 S/N: 36304 f 'Density Standard (DS): 2311 Moisture Standard (MS): 614 Remarks: Testing completed - Above stripped surface Legend for Elevation: �O Res�supittt PR = Proofroll t., 1, 2, 3 = 1st, 2nd, 3rd Lift ( �� Geraeb�r�n�ll$1' F o� SL = Sprifigline FL =Final Lift F�E # :9 y SG = Subgrade BG = Below Grade 60675 BC = Basecourse BOF = Bottom of Footing A01112A9A0 TOP = Top.of Pipe:, 'FG = Finished Grade 1N. Molar, P.E. -$Siois ..' erEh@inoff # 6(i673 .� Test report shall not be reproduced, except in full, without the wdtten approval of GFA International Sr1t •[�fQrl a P : •tom �� environmental • ueotecnnical • Construction Materials Testing . Special and Threshold Inspections . PlSry`R�1,121itf CiiPiance Florida's Leading Engineering Source iN A, all""' ' 521 NW Enterprise Drive . Port St. Lucie, Florida 34986 (772) 924-3575 • (772) 924-3580 (fax) 1 0 1 1 1 2 IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: 6007 Hickory Drive Project ID: 15-0048.00 Address: 6007 Hickory Drive, Fort Pierce, Florida Report ID: D-0002 Client: Mel-Ry Date: 2/4/2015 Permit No: Field Tech: Mark Barkley Test Mode: Direct Transmission Area Tested: Foundation area fill Soil Description: Brown fine sand, trace silt and clay Proctor / LBR ID: P-001 Max Density (PCF): 116.0 Opt Moisture (%): 9.0% Test Standard: D 1557 wmpacuun megwrea (w): ao.0 i° Probe Depth Elev Wet Density Dry Density Moist, (%) Compaction Location ° /0 Results (in) (PCF) (PCF) Northwest area 12 1-3 (*HCP=70, > 95 % Compaction, PASS) 1 Northwest area 12 3-4 127.7 113.3 10.1 % 97.7% Pass Center 12 2-3 (*HCP=70, > 95 % Compaction, PASS) Center 12 3-4 124.2 113.6 9.3% 97.9% Pass Southeast area 12 2-3 (*HCP=70, > 95 % Compaction, PASS) Southeast area 12 37 4 123.7 112.9 9.6% 97.3% Pass *HCP`tests are empirically correlated to the relative density,of the soil' ; <fe§ting Gauge9nformation: Manufacturer: Troxler Model: 3430 S/N: 36304 N .uj Density Standard (DS): 2286 Moisture Standard (MS): 616 Rematks:- -.; Testing completed - above stripped surface = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade ,t.4oOrI575 fS5 Wyzr2 ,PP.E. lo.�Pb�T9i�Pr #.fijH6�5 -- est report snap not oe reproaucea, except in full, without the written approval of GFA International Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections Florida's Leading Engineering Source www.teamgfa.com �zvaridC fiance r11,F 0 N A, ",,`�� 4 TrueBlockTm Brevet de Technologie en - * ,Ite www.avery.corp ,..� f/iil AVERY® 5164M° Utilisez le gaharit 5164"� 1-800-GO-AVER)` & J APPLICATION #.AP1161569 STATE OF FLORIDA PERMIT #:56-SF-1562995 i DEPARTMENT OF HEALTH �' DOCUMENT #:FI997769 i ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DATE PAxD:10L01/2014 CONSTRUCTION INSPECTION AND F NAL APPROVAL eoO yg FEE PAID:515.00 RECEIPT #:56-PID-2544204 I APPLICANT: Mr. and Mrs. Mustaine AGENT: Earle Starkey (Accuright Surveyors) - PROPERTY ADDRESS: 6009 HICkoryDr FortPierce, FL 34982 LOT,: 28 BLOCK: 69 SUBDIVISION: Indian River Estates ID# 3402 I69-0634-00015 CHECKED [XI ITEMS ARE NOT. IN COMPLIANCE, WITH STATUTE Olt RULEr AND MOST. BE CORRECTED. 'TANK INSTALLATION SETHACRS [ 1 [.01] TANK SIZE [1] 1060.00 121. _ I { ] [27] SURFACE WATER FT [ 1 E021 TANK MATERIALPolyethylene i � 1 E 1_ _.... 1 1281 (291 DITCHES 25 FT. PRIVATE WELLS 75 PT _- [ 1 E031 OUTLET DEVICE [ 1 1041 MULTI -CHAMBERED [ Y N 1 ` 1 1 [301 PUBLIC WELLS _ PT [ 1 [051 OUTLET 'FILTER Po(ylok. PL-08 1 [ 1 [311 ¢RRIGATION WELLS FT E ] 1061 LEGEND 1. Unknown 2. I 1 [321 'POTABLE WATER 10 FT. L 1. [071 WATERTIGHT { I [ 1 [331 BUILDING FOUNDATIONS 5 FT [ 1 [081 LEVEL I II .[ 1 I341 PROPERTY LINES 12 FT E 1 1091 DEPTH TO LID. ( 1 1 [351 OTHER 50Q ':FT DRAINFIELD INSTALLATION ' FILLED / MOUND�SYSTEM I 1 L10] AREA 11] 340 [21 SQFT: I ] [361 DRAINFIELD COVER I 1 Ell] DISTRIBUTION BOX HEADER x' [ ] [371 SHOULDERS 1 1 '..I121 NUMBER OF DRAINLINES 1. 5,00 2. -!.. I 1 [381 SLOPES I 1 1131 DRAINLINE 'SEPARATION [ 1 1391 .STABILIZATION 0512612O15" [ 1 1141 DRAINLINE SLOPE I I 1 _1151 DEPTH'OF COVER ( � ADDITIONAL INFORMATION [ 1 [161 ELEVATION (F;�307"'/ BELOW ]BM 1800 [ ] 1401 UNOBSTRUCTED AREA [ ] 1171 SYSTEM LOCATION I- [ 1 [41]. -STORMWATER RUNOFF E 1 [181 DOSING PUMPS I 1 [421 ALARMS 1 1 119] AGGREGATE SIZE 1 l I 1 1 1431 MAINTENANCE AGREEMENT [- ]vi201 AGGREGATE E%CESSIVE FINES 1 .1 [441 BUILDING. -AREA.. E 1 [211, AGGREGATE DEPTH L I 1451 LOCATION CONFORMS WITH SITE PLAN 1 1 1461 FINAL SITE GRADING FILL / EXCAVATION MATERIAL _ !I L 1 [4-71 CONTRACTOR -MICHAEL W STUHR(ASHTO. [ p [221 FILL AMOUNT1 l 1 1 [4E1 OTHER INFILTRATOR.Quick4 Plus,EQ36 LP [ 1: [231 FILL TEXTURE. I .' i L 1 [24] EXCAVATION DEPTH �_ ABANDONMENT.. L: 1 [25] AREA REPLACED $ 1 7 [49 TANS ED , ( ],' [26] REPLACEMENT MATERIAL [ ] 0 CRUSHED fi FILLED ' Comments:. Comments more on page 2. 171 / 14I St. Lucie CHD aATE:: 04/29l2015 CONSTRUCTION I _ APPROVED DISAPPROVED 1: EnvuSudill Vl Facont] (De;rattrnent or HeaHh in St. Lucie County) FINAL SYSTEM I' APPROVED DISAPPROVED ]; uI (Esplevatiov Of Violati-ve on Yolloaring page) DE 4016E 08/09 (Obscletes all previous. editions Incorporated: 64E-6.003; FAC EH Database v 1.0.1 not be EIDISS2995 CHD .DATE: 05/2612015. Page 2 of 3 AVEIAV-09-008-1 wiV9LS 31VldIN3i (IDPanV asn v "Ls 6jW3AV/ a wortiane•Alwut eulpuedivaied Abolouylal w141018ani1 /�,/i -03�3 �rue8lotkT Brevet de.Technologicr Mente "- Ut)tisezle.gabarit5164Ne www.avery� 1-800-GO Abe„? AVERY05164M1 .,,. � STATE OF FLORIDA. j .;; APPaicnxlotr #:AP1161569 F p DEPARTMENT OF HEALTH i PEMaT #:56-SF-1562995 •~epo ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMNT.#:F1997769 w+- CONSTRUCTION INSPECTION AND FZNAL APPROVAL i DATE PAID:IO/OI/ZO14 FEE PAID:51,5.00 Violation Number Comment I { i RECEIP2 #.:56-PID=2544204 Co>arents.. - F�0'n system is sized 'for 1 bedrooms witli a maximum occupancy of-22 d nspection. A liberty 1/3 Hp pump was installed. Benchmark �a be appmvedf during Final. Contractor was notified. alarm andpump ok cover and sodded ok (2 per bedroom), for a total estimated flow:of Fill was not on site. yet. Alarm and mound �I D8 4016, 08/09 (Obsolete, all Previous editions whicb may not be used) Incorporated:. 69E-6.003, FAC EH Database v 1 a i Page 2 of 3 AP1161569 EID1662995 wa1r9L5�/frL�� A113AV-OD-008-L __ wa49L531V1dW31, dranyas Planning; &-Development Services Building &Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Requestfor 30-Day Temporary Power Release ,a Date: S-l / Project Address: Permit Number: l L/ //- 03 03 THE UNDERSIGNED, HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A -PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION:FOR A 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 mnstruciion,during this time period. 2. As witness by our signatures, we hereby agree to abide by all,terms and conditions of this agreement, including Building Division. Policy; which is incorporated herein by reference. 3. All conditions and requirements listed in the attached -document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extensiombeyond 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 nottbeen approved within730 days. kfee of $100.00 will be required to lift the.Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. 57 Zo GENERAL CONTRACTOR SIGNATURE DATE GC-�i�X srsa25�s a T*Jft ►.w. 3173 i5 COASTAL BUSIMINp CQNTRA=IM a+ra.bp� arms�at 11aYnmee dgjnw.. _ -- ... 497 Di;/88/18 • ayuanl►.rq 'OrRp,pwYK .., i' •• C /$6 3:J 6009 NICdfORV DR qr �I toinc IWNI MR WATER — Fr- PI@RCE,• � y s„SNW.UGINCcC EYE6 DN PATH! i 33606f70 30.'SO 10. BD 33. M 33,%M36 25W REg 1.00 - I.00 1E47418 P1JE( SUACHAR6E f2a2748�ENVIRONMEN=IU, CyARpR Up ma"r VIM � Sdce M1'/ •��•• i •71:�: �C _j11gyQ �47�� .NWDM...y11G� :RETE DISMALAOMM).,Mb— YAMS "Malm PREY YRKI ....,w v LOW NUru I -•�AMOK awN�mee+Wo ugayaKrunro . IFLiAld•Np 83A3 tWAHbidla-dcog rK1111190 __..SaOkadlllNU� Eibli{i'3UM -n+JAea S9E8'61� MZLlr a�E &£LZQSIS XMMLVR Apyconcox 57502543 �aerlo9 - _ di73ta85 CQpGTAL euYi,DLNG CLINTRACTON6 ,,,wort •.,�::.�— -.. • • ;i�ae,+� 407 Osr2�I • - a+r„a,.•,a.: •, -•. � 181 'MI86/1S Bi009-HICKORY AR ""^" ' Abommo "a I - 279 �T8L80L8 I 2VER a3TATEFr _ FY PIERCE EYES ONAATf j9 =!W&UCXW �u„wse ' r =.33608915 Os2S 920S M L.EiNuOnr�..gB �iiYaeM,wpRnRnIasw *74 ,wc MUM 47. WS 300 REe uerB7qSf r YD3 1 1•00 L247SLS Kim afflopnes i 1 L.00 150�749 F]W12RONbJF;NTgI CtMIZIM ---- . if:.Wlti;, • —c• :rn iv IrrZ':.%a CORTE I6Pol5RL P rtAL F tal+0ve�u PREY TRR: 140094389 . —QFAWA LOAD NLIMS B �T r. S... 57502541. �wlMie Pif�IrWtlt • QMR,wgi�:¢ C1101rf�! 3r G'�j..•i�I'!.OII�CtlNTRpfftt!y6''- - ...,-�rypit0.11nni..-"4�rw.lir�/�!'1 '•- room HICKORY -DR — .-•• .. .. 1BOla' i' XMIAN RIVER FSTATM FT PIERCE . aw em CH PATH! i 4rw� i =GO9635 DOWN •wA.Hli �i �•.oMIYSTR9 10. 50 42.00 42. DO 1159536 Woo RM . 1.00 : 124Tk11H•FP9L 6URCHR"a 1. a0 120@y48 •l WIRMOW TRL cmasE OIItiB UNE d10BB�kT 09riYpA�Jypg� RRT: Ertel PRE4 TRKI 10omao LORD !niM1 ._ 7Y •�••a��•� IATTn/. n.n. zzmInCmx 6750 538 3173.393 CC ?A"LoL WILCINS CaNTRRCigRg 02/26/15 SOOS NIMMY OR INRIIR V8R E$T{STEB F1 pIERCE :$F(CINJcC i ~ EYES ON Pt3m! 33809137E C9V0 a.00 Q 0 28 EMAN m' B MS. 8LAS ' aw �n �' � rtlriawa� Aeuueiwac+�iw ua� union atirr .. 10. 30 81.E 31.50 ! ! 2500 RE6 YD3 ].OD 224.7H1$S,FUEL SURCHARGE , 1.00 alW?4j ENUIRCNMENTAL CHM= ' .R irk•...,•,.-naA.®Ret,4 7NC� DI�118AL Cc�.�.� •. :. t PARTIAL _ RLL LCAD YARBB WWOOK41L FMV TORE 100045Q QUAe LPIE 'fiVMTRR0lA0ffi�R9RQCp�f; 0 i r . u•a..•/vuy PonC. G•l� .�L�OIOtJ -••� �+w,rorrti MfYlc] I AI M lyi� SaMMJI OMIT Woommoym mo of �®�--�•.�1'a�lllAllN. � flL� WMAM I MR MAUND IV�IYiWWi�Z�K�' "'Lam, 4mtlF1Ang -Grw elutat ItrYlloa10a7yr � mW3'Mi1ttfR 11.fj'�.'YRM•••Ai rr .4.. . • ... " Af��•;! •. Oo wr DO'i . _ 3t 3Xd rid — sstlblffi9 maA he+c»risH"8ov� St193/80 �l14!'�i111HE1a '�ip'!°^r � nra�o �+roo�o �.o�va'+roe.� �tIG'liliU "7H.1$pO.7 li6E£Ltil�" uWx.4n �ee�o 86 Y 1E�0915 Y X;-3uF .. u � � l i CCU 4� paaJMl we a -• r 3F]tf�F1a 1llJ.N�4R401II•Ai� 6it1.8Q2t r . • 00'T 34d1dli�ilfiS `t3I13 •9T$L#�T .. a4'i QHtlBfli ►dad OOOE Os"wT 0000 "9T 00.9 �'albtt�oor �b748w _a5uiger/ iuu.ee 2T£•LE54y'6 j '—"'03AitOCs�7f11Y�i4"� . w;+w .iwaw To r � rar�w�ro �warwwre i=3Id id SWAM A&d3 M �G 93ttlM 7 2n= K"TaNg • .n� , • • 2!Q iiHOXJ'f� A409 Si/i�f�0 ����� ®�ii!'iH 1tl18tlR7 5�'L�Ti' 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 #: Ii It\-fl3o3 JOB ADDRESS: 6d001 BUILDEP/CONTRACTOR: PEST CONTROL CONTRACTOR: - -Tom peW &A7G' PEST CONTROL LICENSE #: —S% LS, 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: e Percentage of solution: -0�- fa Date of Treatment: a3'15 _Footing _,1n Treatment _Re -Treat _Driveway .V Treatment _Re -Treat _Other 1'c Treatment Re -Treat Chemicals used: Total gallons used: 11 Time of Treatment: /03b Slab 4Irt Treatment _Re -Treat Pools Irt Treatment _Re -Treat _Perimeter for Fn I Inspection natty of Exterminator Note. There must be a completed form for each required treatment or re-b eabnentand this form must be on the job site to be picked up by the Inspector at time of each irspectlon or the scheduled Inspecdon W11 fall and a r&lnso dlon fee charged. FBC104.2.6 CerlificateofProtedive Tieatmentforprevention of tenn&m A weatherresistantjobsite posting board shall be proNded to receive duplicate TreabnentCertiffcates as each required protective beatnentis completed, providing a copy for the person the permit is issued to and anobYercopy for the bW/ding permit files The Treatment Certificate shall provide the product used, Identity of the applicator, time and date of Me treatment site /oration, area treated, chemical used, penrnt concentwbon and number ofgallons used, to establish a verifiable record of protective treatment Yt7e loll chemical barrier method for termite prevention is used, final exterior hPabnentshall 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. Project Summary Dale: wrightsoft° UNIT 2 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466.6799 Fix 7724668796 Email: QUICKCALCS@AOLCOM For. MIKE MUSTAINE 6009 HICKORY DRIVE, FT. PIERCE, FL Notes: Weather. Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 6241 Btuh Ducts 1246 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 7487 Btuh Infiltration Method Construction quality Fireplaces Area (fit") Volume (W) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2800 2800 0.64 0.34 30 16 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TO 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/Ib Sensible Cooling Equipment Load Sizing Structure 5825 Btuh Ducts 961 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 6446 Stuh Latent Cooling Equipment Load Sizing Structure 1059 Btuh Ducts 481 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1540 Btuh Equipment total load 7986 Btuh Req. total capacity at 0.70 SHR 0.8 tan Heating Equipment Summary Cooling Equipment Summary Make MITSUBISHI Make MITSUBISHI Trade Trade Model MSZ-GE12NA Cond MSZ-GE12NA AHRI ref Coil MUZ-GE12NA AHRI ref Efficiency 10 HSPF Efficiency 11.4 EER, 20.5 SEER Heating input Sensible cooling 8400 Btuh Heating output 11500 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 OF Total cooling 12000 Btuh Actual airflow 383 cfm Actual.airflow 383 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' RI9htSuite® Unlwmal 2015 16.0.02 RSW8101 2olase(we 1 Page 2 �^ Faoa z C:\Users\Quick CelcalDovMoadslMUSmAN, MIKE.rup Cato =M!e Front Door faces: N - +{� wrightsoft° Right-J® Worksheet Job: UNIT 2 Date: sy: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 F= 772-466-6796 Email: OUICKCALCS@AOL.COM 1 Room name UNIT 2 HOBBY ROOM 2 Fused wall 52.0 ft 52.0 ft 3 Room height 10.0 ft d 10.0 ft heal/cod 4 Roan dimensions 20.0 x 14.0 ft 5 Room area 280.0 W 280.0 ft2 Ty Construction U-vale Or HTM Arm (w) Load Arm (ft-) Load number (BtutVft-F) (BtdUfN) a perimeter (ft) (Btuh) a perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cod Gross WP/S Heat Caul 8 Uri 13AAccs 0.143 n - 4.00 Z55 140 140 561 356 140 140 561 356 L--G 1Aclom 1.270 n 0.00 0.00 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 4.00 Z55 200 170 682 434 2D0 170 682 434 1Aclom 1.270 a 35.56 91.12 15 0 519 1329 15 0 519 1329 11 1Aclom 1.270 a 35.56 91.12 15 0 633 1367 15 0 533 1367 1Aclomd 1.270 a 0.00 0.00 0 0 0 0 0 0 0 0 w 13A-0ocs 0.143 s 4.00 Z55 30 30 120 76 30 30 120 76 13A-4ocs 0.143 w 4.00 Z55 150 141 565 W9 150 141 565 359 tAcian 1.270 w 35.58 91.12 9 0 32D 820 9 0 320 820 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.28 160 160 408 205 160 160 408 2D5 C 16X1930md 0.032 - 0.60 0.56 280 290 169 158 280 280 169 158 F 22AApl 0.989 - 27.69 0.00 280 52 1440 0 280 62 1440 0 8 c)AED excursion 0 0 Envelops loss/gain 5316 5105 5316 5105 12 a) Infiltration 925 260 925 260 b) Rcam ventilation 0 0 0 0 13 Internal gains: Occupants Q 23D 2 460 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 6241 5825 62411 5W5 Less a demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6241 5825 6241 5825 15 Dud loads 20-1 17% 1246 961 20% 17% 1246 961 Trial room load I I 7487 6786 7487 6786 Air required (dim) 383 383 383 383 wrllghtsofv Right -Suite® Universal 2015 15.0.02 RSW8101 2014Sep-SepPage 2 p Page 2 C:1Users\Quick Celcs\Downloads\MUSTIAN, MIKE.rup Ca1c=MJ8 Front Door faces: N ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, ff multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Wmdows" a. U-Factor: SHGC: b. U-Factor. SHGC: c. U-Factor: SHGC: d. U-Factor: SHGC: Description s91. U=0.79 SHGC=0.50 NIA NIA NIA 6009 HICKORY DRIVE, FT. PIERCE, FL, New (From Plans) 9. Wall Types Single-family a. Concrete Block - Irt Insul, Exterior b. WA 1 c. WA d. NIA No 582 Area 132.00 fN fI2 ft2 11112 Area Weighted Average Overhang Depth: Area Weighted Average SHGC: S. Flocr Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. NIA R= c. NIA R= 2.000 fit. 0.500 Area 582.00 IF fP ft' 10. Ceiling Types a. Under Aide (Vented) b. WA c NIA 11, Ducts 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code cornpliant features. Builder Signature: ij?/ Date: I Z AA j y Address of New Home: 6W diegco-y twl7 ic- City/FL Zip: F% P, F% 3YJ9 Insulation Area R=4.5 1060.00 ft2 R= ft2 R= it- R= ft Insulation Area R=30.0 582.00 ft' R= f12 R= ft2 R ft' kBtufir Efficiency 12.0 SEER20.50 12.0 SEER:20.50 kBtwbr Efficiency 12.0 HSPF:10.00 12.0 HSPF:10.00 Cap: 40 gal€ons EF: 0.92 Pstat `Nate: 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 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: MIKE MUSTAINE Builder Name: Street 6009 HICKORY DRIVE Permit Office: City, State, Zip: FT. PIERCE, FL, Permit Number - Jurisdiction: Owner: Design Location: FL, Fort Pierce New (From Plans) 9. Wall Types (1060.0 sqR) Insulaflon Area 1. New construction or existing a Concrete Block - Int Insul, Exterior R=4.5 1060.00 ft' Single-family b. WA R= ft' 2. Single family or multiple family d 1 c. WA R= ft, 3. Number of units, if multiple family d. NIA R= ft' 4. Number of Bedrooms 0 Insulation Area 10. Ceiling Types (582.0 sgft.) R=30.0 582.00 ft 5. Is this a worst case? No a. Under Attic (Vented) ft' 6. Conditioned floor area above grade (ft") b. NIA R= 582 R= ft c. NIA Conditioned floor area below grade (ft+) 0 11. Ducts R ft' 7. Windows(132.0 scift.) Description Area a. U-Factor. Sgl, U=0.79 132.00 ft' SHGC: SHGC-0.50 12, Cooling systems kBtuft Efficiency b. U-Factor. WA a. Central Unit 12.0 SEER20.50 SHGC: b. Central Unit 12.0 SEER:20.50 c. U-Factor. WA 13Heating systems k81Efficiency SHGC: 12.02,0 HSPF:10.00 d. U-Factor: WA R' . a. Electric Heat Pump 12.0 HSPF:10.00 b. Electric Heat Pump SHGC: Area Weighted Average Overhang Depth: 2.00D ft. 14. Hot water systems Area Weighted Average SHGC: 0.500 a. Electric Cap: 40 gallons 8. Floor Types (582.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=D.0 582.00 ft" b. Conservation features b. WA R= I? None e. WA R= ft? 15. Credits Pstet Total Proposed Modified Loads: 11.73 PASS Glass/Floor Area: 0.227 Total Standard Reference Loads: 15.72 qgE S7% 1 hereby certify that the plans and specifications covered by Review of the plans and OF ='yTFO this calculation are in compliance with the Florida Energy specifications covered by this ,n p calculation indicates compliance Code. with the Florida Energy Code. A rr++++ Before construction is completed ^lK p PREPAR B - this building will be inspected for 0i> DATE: Compliance with Section 553.908 ��i(, ,�T`'y'� I hereby certify that this building, as designed, is in compliance Florida Statutes. COD WE I with the Florida Energy Code. OWNER/AGENT:___ BUILDING OFFICIAL: ----- DATE: DATE: - 121312014 12:40 PM EnergyGaugeOl USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: MIKE MUSTAINE Bedrooms: 0 Address Type: Street Address Building Type: User Condlioned Area: 592 Lot # - Total Stories: 1 BlocklSubDivislon: Owner. t Worst Case: No PiatBook: #of Unds: 0 Street: 6009 HICKORY DRIVE Budder Name: Rotate Angle: County: ST. LUCIE COUNTY Permit Office: Cross Ventilation: Whole House Fan: City, State, Zip: FPIERCE, Jurisdiction: FLL , Family Type: Single-family New/EAsting: New (From Plans) Comment CLIMATE IECC Design Temp int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winder 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 305 3050 2 Block2 277 2770 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infd 10 Finished Cooled Heated _ i ART STUDIO 305 3050 Yes 2 t Yes Yes Yes 2 HOBBY ROOM 277 2770 No 2 0 i Yes Yes Yes FLOORS lz�# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio ART STUDIO 66 ft 0 305 fl' _ 0 0 1 2SIab-On-Grade Edge Irsulado HOBBY ROOM 68 ft 0 277 fP 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emift Deck Pilch # Type Materials Area Area Color Absor. Tested Tested Irsul. (deg) 1 Hip Composition shingles 630 fF 0 ftz Medium 0.96 No 0.9 No 0 22.6 ATTIC J# Type Ventilation Vend Ratio (I in) Area RBS IRCC 1 Full atfic Vented 300 582 flu N N 1213/2014 1240 PM EnergyGaugeO USA - F1aRes2010 Section 405.4.1 Compfiant Software Page 2 of 5 CEILING CelTmg_Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (vented) ART STUDIO 30 305 ft' 0.11 Wood 2 Under Attic (Vented) HOBBY ROOM 30 277 IF 0.11 Wood WALLS / Ad'acent Cavity Width Height Sheathing Framing Solar Below Omt Tn Space R-Vahan FI In Ft I 1 R /_�_F Mtn 4hc _,�/ $ 1 N Exterior Concrete Block - Int Insuf RT STUDIO 4.5 20 10 200.0 W 0 0.75 0 _ E E)denor Concrete Block - Int InsukRT STUDIO 4.5 14 10 140.0 rt= 0 0.75 0 -2 3 S Extedor Concrete Block - Int InstART STUDIO 4.5 20 10 200.0 If 0 0.75 0 _ N Exterior Concrete Block -Ird lnstHOBBY ROO 4.5 19 10 190.0 ft' 0 0.75 0 _4 E Extedor Concrete Block - Int Inst91OBBY ROO 4.5 14 10 140.0 ft' 0 0.75 0 -5 6 S EAeliar Concrete Block - Int IrmBOSBY ROO 4.5 19 10 190.0IF 0 0.75 0 DOORS g Oral Door Type Space Storms U-Value Width Ft In Height Ft In Area �. 1 N Insulated ART STUDIO None A6 3 6 8 20142 WINDOWS Orientation shown is the entered, Proposed orientation. Well Overhang J # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening t N i Metal Single (Prated) Yes 0.79 0.6 15.0 IF 2 It 0 in 6 ft 0 in Drapeslh6nds None 2 E 2 Metal Single (Tinted) Yes 0.79 0.5 15.0 tt' 2 It 0 in 6 ft 0 in DrapesiDBnds None 3 S 3 Metal Single (Tinted) Yes 0.79 0.5 60.01? 2 It 0 in 6 ft 0 in Drapeslbfmds None 4 E 5 Metal Single (Tinted) Yes 0.79 0.5 12.0 IN 2 ft 0 in 6 Ito in DrapesPoOnds None _ 5 S 6 Metal Single (Tinder!) Yes 0.79 0.5 30.0 fP 2 ft 0 in 6 ft 0 in Drapes/blinds None GARAGE # Floor Area CeH'mg Area Exposed Wag Perimeter Avg. Wall Height Exposed Wall Insulation_ 1 840 ft' 840 ft' 42 ft loft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA - _ ACH ACH --- 50 1 Wholehouse Best Guess .0005 763.3 41.9 78.81 .365 TM HEATING SYSTEM # System Type Subtype Efficiency Capacity Block_ Ducts 1 Electric Heat Pump None HSPF: 10 12 kBWllx 1 LDuctless] _ 2 Electric Heat Pump None HSPF: 10 12 kBhdhr 2 121312014 12:40 PM EnergyGauge® USA- RaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM tF System Type Subtype Efficiency Capacity Alr Flow SHR Block Ducts 1 Central Unit Through the Wa8(Spft) SEER:20.5 12 k8lulhr 360 cfm 0.75 1 Ductless 2 Central Unit Through the Wall(Single) SEER:20.5 12 kBtuthr 360 cfm 0.75 2 Ductless HOT WATER SYSTEM & System Type SubType Location EF Cap Use SetPm Conservation 1 Electric None Garage 0.92 40 gat 60 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSEC Cert S company Name System Model S Collector Model # Area Volume FEF ft' None None TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan ([Xj) Feb [(?C�j Mar Apr }] May 4X]� Jun 4X]j Jul Juan Jul Aug [rj] Augri Se Oct Oct [�Cj] Nov Nov Dec[[XjJ Dec t 1 c [[X]J Venting Jan Feb Mar Apr 1 May l 1 11 t J l 1 Sep I�1 l 1 11 lxl Thermostat Schedule: HERS 2005 Reference Howl 9 10 11 12 Schedule Type 1 2 3 4 5 6 7 8 A Cooling (WD) AM 78 78 78 78 76 78 78 78 78 78 78 78 8o 78 78 80 78 80 78 8o 78 PM 80 80 78 Cooling (WEH) PM 78 78 78 76 78 76 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 66 66 68 Heating (WEH) 68 66 68 68 68 68 68 58 68 66 68 66 68 66 PM 68 68 12WO14 12:40 PM EnergyGauge® USA - FlaRes2010 Section 405A.1 Compliant Sof1vrare Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations PmeiApnfial Whnle Building Performance Method ADDRESS: 6009 HICKORY DRIVE PERMIT #: FT. PIERCE, FL, maMnaTnRy Rr-QUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT($) 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 cfmisq.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 cooling system. Where forced -air furnace is primary system, controls programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 4032.2 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 = 1 R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASH RAE 62 level. ventilation 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 HP shalt have the capability of operating at two or more speeds. Spas & 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 4116113). Heat pump pool heaters minimum COP= 4.0. Coolingtheating 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 405.2A R-19 space permitting. 121=014 12:40 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 PEW Project Summary Date: +I+ wrightsofr UNIT 2 By° QUICK CALCS, INC. 317 ST. LUCIE LPL. FT. PIERCE, FL 34946 Phone: 772-466-6799 Fac 77246"796 Erred: QUICKCALCS@AOLCOM _ For. MIKE MUSTAINE 6009 HICKORY DRIVE, FT. PIERCE, FL Notes: Weather. Winter Design Conditions Outside db Inside db Design TD Fort Pierce, FL, US Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture driference Heating Summary Structure 6241 Btuh Ducts 1246 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 7487 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Areaft 77 77 Volume (ft') 2800 2800 Air changes/hour 0.64 0.34 Equiv. AVF (cfm) 30 16 Heating Equipment Summary Make MITSUBISHI Trade Model MSZ-GE12NA AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 90 OF 75 OF 15 OF L 50 % 61 gdlb Sensible Cooling Equipment Load Sizing Structure 5825 Btuh Ducts 961 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 6446 Btuh Latent Cooling Equipment Load Sizing Structure 1059 Btuh Ducts 481 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1540 Btuh Equipment total load 7986 Btuh Req. total capacity at 0.70 SHR 0.8 ton Cooling Equipment Summary Make MITSUBISHI Trade Cond MSZ-GE12NA Coil MUZ-GE12NA AHRI ref 10 HSPF Efficiency 11.4 EER, 20.5 SEER Sensible cooling 8400 Btuh 11500 Stuh @ 470F Latent cooling 3600 Btuh 27 OF Total cooling 12000 Btuh 383 cfm Actual air flow 383 cfm 0.051 cfm/Btuh Air flow factor 0.056 cfm/Btuh 0 in H2O Static pressure 0 in H2O Load sensible heat ratio 0:82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. . = + Wtr[ghtsoft' Rlght•Sufta rkii.d 201515.0.02 RSUD8101 1�m C:1usem%Wck C&sloornloadsWUSTIAN, MIKE.rup Cale =M.18 Front Dmr faces: N 11:27:22 Page 2 wrightsoft' Right-l® Worksheet Da UNIT 2 By - QUICK CALCS, INC. 317 ST. LUCIE UL, FT. PIERCE, FL 34M Fhona: 772485-5799 Fae 772.466b796 Eoe➢: QUICKCALCS@AOL.COM 1 Room name UNIT 2 HOBBY ROOM 2 used well 520 ft 520 ft 3 Room height 10.0 ft d 10.0 ft heat/cool 4 Room dimelors 20.0 x 14.0 ft 5 Room area 280.0 ft 280.0 ft Ty Constmction U-%due Or HiM Area (ft2) Load Ares Load Mtmber (BttdUhi°F) (BttNtN) or perimeter (ft) (Stuh) a perimeter (ft) (Stuh) Heat Cad Gross WPlS Heat Cod Gross N)P/S Heat Cod 6 W I—G 134-0ocs 0.143 It4.00 2.55 140 140 661 356 140 140 561 0 356 0 1Aatam laklocs 1.270 0.143 n a 0.01) 4.00 0.00 2.65 0 200 0 170 0 682 0 434 0 200 0 170 682 434 1Acl= 1.270 a 35.56 91.12 15 0 519 1329 15 0 519 1329 11 tAclan 1.270 a 35.56 91.12 15 0 5m 1367 15 0 533 1367 1Aclomd 1.270 a 0.00 0.00 0 0 0 0 0 0 0 12D 0 76 w 13AAocs 13A4acs 0.143 0.143 s w 4.00 4.00 255 255 30 150 30 141 120 565 76 333 30 150 30 141 W5 359 ,W 1Ac10m 1.2/0 w $5.56 91.12 9 0 320 820 9 0 32D am t1----GD 11D0 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 255 1.28 160 160 408 206 160 160 408 205 C 16X19JDmd 0.032 - DAD 0.56 280 280 169 158 280 28D 169 159 F 22A-tpl 0.989 - 27.69 0.00 280 52 1440 0 280 52 1440 0 6 c)AED em.Ion 0 1 1 0 Emetope losslyain 5316 5105 6316 5105 12 a) Inifttation 925 250 925 260 b) Roorn ventilation 0 0 0 0 13 trdemal gains: Occupants Q 230 2 460 2 46D Appliancestatter 0 0 Subtotal (Iirt s 6 to 13) 6241 5625 6241 5825 Less extent load 0 0 0 0 Less transfer 0 0 0 0 Redistnbuticn 0 0 0 0 14 Subtotal 6241 5825 6241 5825 15 Duct loads 20°/ 17% 1248 961 201/ 1r/h 1246 961 Total roan load 1 1 7487 6786 7487 6786 Air required (cfm) 3833 3B3 383 383 Calculations aDDmved bXACCA to meet all reouirements of Manual J 8th Ed. wrightsoFt' Right -Suite® thhemal 2015 15.0.02 RSU08101 2014Sep-Sep1 2 A& Page C:\UsemIQuick CalulDoweloads\MUSTAN, MIKE.mp Ceic =MJ8 Front Dow faces: N 02 PERFORMANCE ENERGY DISPLAY CARD i.%"i`r i- � N� '. ""l . 4BJ+i.} u. Y Y 5va.. aIJvl� 'vJ c.:.�..1YYcm � .. maw c"� - �• ESTIMATED ENERGY v PERFORMANCE •., INDEX* lowerThe • - IIndex,• ent - 00 HICKORY 1. New construction or e)ds . New (From Flails) 2. Single family or multiple family single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 0 5. Is this a vtorst case? No 6. Conditioned floor area (fl) 582 7.4wdwvs" Description Area a. U-Factor. Sgl, U=0.79 132.001? " SHGC: SHGC=0.50 b. U-Factor. WA fF SHGC: - c. U-Factor: WA IF SHGC: d. U-Factor. WA SHGC: Area Weighted Average overhang Depth: Area Weighted Average SHGC: 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. NIA R= c. WA R= 2.000 it 0.500 Area 582.00 fN IF fP 9. Wall Types a. Concrete Block - Int Insul, Exterior b. WA a WA d. WA 10. Ceding Types a. Under Attic (Vented) b. WA c NIA 11. Ducts 12. Cooling systems a. Central Ura b. Central Unit 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credit I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code co pliant features. U Builder Signature: ---� 'i - Date: _/ 2-6 1 Address of New Home: (pGY�J t1�Kogy Dal tc City/FL Zip: r j P, F% Insulation R=4.5 R= R= R= Insulation R=30.0 R= R= Area 1060.00 IF 8' fP ft' Area 582.00 sit ft' fN R ft2 kBturtu Efficiency 12.0 SEER:20.50 12.0 SEER:20.50 Id3bilhr Efficiency 12.0 HSPF:10.00 12.0 HSPF:10.00 Cap: 40 gams EF: 0.92 Pstat '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 sea 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, (f not DEFAULT. EnergyGauge® USA - RaRes2010 Section 405.4.1 Compfert Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Buffer Name: Project Name: MIKE MUSTAINE Permit ice, Street 6009 HICKORY DRIVE permit Number: City, State, Zip: FT. PIERCE, FL. Jursdiction: Owner. Design Location: FL, Fort Pierce From Plains) S. Wall Types (1060.0 sgfL) Insulation Area 1. New construction or existing New ( a. Concrete Block - IM irsul, Exterior R=4.5 1060.00 to Single-familry b. WA R= � 2. Single family or multiple family 1 c. N!A R ft' 3. Number of units, if multiple family d. NIA R= fe 4. Number of Bedrooms 0 10. Ceiling Types (582.0 sgft.) insuation Area No a. Under AfSo (Vented) R=30.0 582.00 ft 5. Is fits a worst case? b. WA R ft' 6. Conditioned floor area above grade (ft� 582 o WA R= fP Condifioned floor area below grade (fib 0 11. Ducts R - 7. Wmdows(132.0 sgft.) Description Area a. U-Factor. Sg1, U=0.79 132.00 fF SHGC: SHGC=0.50 12, Cooling systems Id312-0 SEER20.50 Efficiency It. U-Factor: WA f ' a. Central Unit 12.0 SHGC: b. Central Unit 12.0 SEER:20.50 c. U-Factor. NIA 13. Heating sysems kBbrThr Efficiency SHGC: 12.0 HSPF:10.00 d. U-Factor: WA R a. Electric Heat Pump 12.0 HSPF:10.00 It. Electric Heat Pump SHGC: Area Weighted Average Overhang Depth: 2.00D ft. 14. Hot water systems Area Weighted Average SHGC: 0.500 a. Electric Gap: 40 gallons 8. Fioor Types (582.0 W.) insulation Area EF: 0.920 a. Slab -On -Grade Edge irsulabon R=0.0 582.00 fe b. Nonnservation features R= c. NIA R= ff` 15. Credits Pstat Total Proposed Modified Loads: 11.73 PASS Glass/Floor Area: 0227 Total Standard Reference Loads: 15.72 1 hereby certify that the plans and specifications covered by Review of the plans and 0 STgTF Specifications covered by this y °' y c •aQ,n this calculation are in compliance with the Florida Energy calculation indicates compliance Code. irAll. with the Florida Energy Code. r _ �.:=•+ � Q Before construction is Completed PREPAR B - - this building will be inspected for > DATE: - compliance with Section 553.908 � I hereby certify that this building, as designed, is in compliarice Florida Statutes. owe ,� . with the Florida Energy Code. OWNER/AGENT:_._-_ _. BUILDING OFFICIAL: - DATE: _ DATE: - 12/312014 12:40 PIA EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Bedrooms: 0 Address Type: Street Address TuRd MIKE MUSTAINE Conditioned Area: 582 Lot E BuddmgType: User Total Stories: 1 BtacklSubDvision: owner. # Units: 1 Worst Casa: No Piati3aok: 60D9 HICKORY DRIVE of Penner Name: Rotate Angle: 0 Street; county; ST. LUCIE COUNTY Kermit Office: Crass Cry, State, Zip: FT. PIERCE , FaJurisdiction: Whola House Fan: House Family Type: S"mgle-fame New/Existing: New (From Plans) Comment CLIMATE IECC Design Temp IM Design Temp Heating Design Dairy Temp JDesign TMY Ste Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range Location FL, Fort Fierce FL ST LUCIE CO INTL 2 39 90 70 75 722 62 LOW BLOCKS Number Name Area Volume- 1 slockl 305 3050 2 Block2 277 2770 SPACES Nuber m Name Area _Volume Kitchen Occupants Badrooms Infd ID Finished Cooled Heated i ARTSTUDIO 305 3050 Yes 2 1 Yes Yes Yes 2 HOBBY ROOM 277 2770 No 2 0 1 Yes Yes Yes FLOORS Fioor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet %\ " 1 Stab -On -Grade Edge InsuW6o ART STUDIO 66 ft 0 305 R' 0 0 1 2 Slab -On -Grade Edge Insulatio HOBBY ROOM 68 It0 277 R' — 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emid Deck Pitch- 4 Type Materials Area Area Color Absor. Tested Tested Insul. (deg)- 1 Hip Composition shingles 630 IF 0 ft= Medium 0.96 No 0.9 No 0 22.6 ATTIC JA Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 ~ 582 fN N N 121312014 12:40 PM EnergyGaugeO USA - FtaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING Space R-Valua Area Prancing Frac Tnlss Typa g Calling Type _ --i Under Attic (Vented) ART STUDIO 30 305 ft' 0.11 Wood _ 2 Under Attic (Vented) HOBBY ROOM 30 277 112 0.11 Wood WALLS Cevrty ' Height Sheathing Framing Solar Ohs Below Adjacent Space A R V I Fi 1 Ff t 4 R-Vet a Frartin 1 N Exterior Concrete Block • hnt I nsul RT STUDIO 4.5 20 10 200.0 IF 0 0.75 0 _ 2 E Exterior Concrete Block- Ind lha&RT STUDIO 4.5 14 10 140.0 if 0 0.75 0 _ 3 S Exterior Concrete Block - int hutART STUDIO 4.5 20 10 200.0 fP 0 0•75 0 _ 4 N Exterior Concrete Block -fM InsMoBBY ROO 4.5 19 10 1g0.0fF 0 0.75 0 _ E Exterior Concrete Bieck - im Irar910BBY ROO 4.5 14 10 140.0 fr 0 0.75 0 _ 5 6 S 6derier Concrete Block- im IrmillOBBY ROO 4.5 19 10 190.0 IF 0 0.75 0 DOORS Omt Door TyPe Space Storms U-Value W1dth Ft In Height Ft In Area i N Insulated ART STUDIO None .46 3 6 B 20 ft' WINDOWS Orientation shown is the entered. Proposed orientation. J Well Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening - I N 1 Metal Single (Tinted) Yes 0.79 0.5 15.0 IF 2 it 0 in 6 ft D in DraPesfo6nds None 2 E 2 Metal Single (Tinted) Yes o.79 0.5 15.0 ft' 2 ft 0 m 6 it 0 in Drapesfbfnds None _ 3 S 3 Metal Single (anted) Yes 0.79 0.5 60.01F 2 it 0 in 6 ft 0 h Drapesdblinds None _ 4 E 5 Metal Single ('imt4 Yes 0.79 0.5 12.0 R' 2 ft 0 in 6 ft 0 an Drapes/U-nds None _ 5 S 6 Metal Single (Tinted) Yes 0.79 0.5 30.0 fF 2 it 0 in 6 ft 0 in Drapesiblinds None GARAGE If Floor Area CerTmg Area Exposed Wad Perimeter Avg. Wall Height Exposed Wag Insulation_ 1 840 ft' 840 tP 42 ft loft 11 INFILTRATION 1; Scope Method SLA CFM 50 ESA _ --_--EgtA ACH _ ACH 50 _ 1 Wtwlehouse Best Guess .0005 --_ 763.3 41.9 78.81 .366 7.869 HEATING SYSTEM 3 System Type Subtype Efficiency Capacity Block _ Dints 1 Electric Heat Pump None HSPF: 10 12 kBailhr 1 Ductless2 FJeeaic Heat Pump None HSPF: 10 12 kBtufhr 2 Duotless 12/32014 12:40 PM EnergyGaugeO USA - RaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM 5ystemType _ 1 Central Unit 2 Central Unit Subtype Efficiency Capadty Tnrough It ' wal (spit) SEER: 20.5 12 k8UlU Through Sin�) e SEER: 20.5 12 k$hdhv 9h the Wall ( Air Flow 360 cfm 360 efm SHR Block 0.75 1 0.75 2 ^Ducts Duden Ductless HOT WATER SYSTEM 11 System Type SubType _ 1 Electric None location EF CaP Ike Garage 0.92 40 gal 60 9al $el" 120 deg Conservation None '-- SOLAR HOT WATER SYSTEM Collector wrage FSEC Cert a Company Name System Modal € Collector Modal g Area Volume FEF ` fP None None TEMPERATURES Progmmable Thermostat: Y CeEng Fans: ow,j j Feb Feb [( ]]Feb j j Mar [K1 Mar f Apr AP [ tl ]Fttay lay [� JI [[X]] JJulct [[X]i Aug Sep(��Nov 4p j Sep Oct Oct {Aug [XJ Nov j(X]j Dec Dec I 1 Dec Heating fX] Jan LXi Ma. Rpr 11 fdaY Il L J Jul [ ] Ventingo9 Jan — Thermostat Schedule: HERS 2006 Reference H°r°5 6 7 8 g 10 11 12 Schedule Type 1 2 3 4 6 Cooling(WD) AM 78 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Coofxig (WEH) PM AM 80 78 76 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM AM 78 66 78 66 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 68 68 68 Heatng (WEH) AM66 66 fur 68 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 S6 PM 68 68 120?014 12:40 PM EnergyGauge D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method DRESS: 6009 HICKORY DRIVE PERMIT #. AD FT. PIERCE, FL, 1..ei iMulaav - Roe individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. f Air leakage 1 Recessed lighting Ias meeting ASTM E 283. Windows and f C-rated 1 doors = 0.30 cfm1Sq.ft. Testing or visual inspection required . Fireplaces: gasketed doors & outdoor combustion air. Must complete i envelope leakage report or visually verify Table 402.4.2. 403.1 At least one thermostat shall be provided for each separate heating Thermostat & 1 and cooling system. Where forced -air furnace is primary system, controls 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. I 403.3.3 ! Building framing cavities shall not be used as supply ducts. Water heaters j 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies j ! in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = } I I R-2 +accessible manual OFF switch. Mechanical 403.5 I Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed, the minimum ASHRAE 62 level. ventilation No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Shimming I HP shalt have the capability of operating at two or more speeds. Spas & spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 700A of heat from site -recovered energy. off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4116113). Heat pump pool heaters minimum COP= 4.0. coolinglheating i 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. Ceiiingslknee walls 405.2.1 R-19 space permitting. i 21=014 12:40 PM EnergyGaugeD USA - RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Lumber design values bre in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 72088 - Mustaine Garage Site Information: Customer Info: Mike Mustaine Lot/Block: Address: 6007 Hickory Drive City: Fort Pierce Project Name: Mustaine Garage Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 17 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 Date 1 T6472731 Al 8/14/014 12 1 T6472732 A2 8/14/014 13 I T6472733 A3 8/14/014 14 I T6472734 1 A4 8/14/014 15 T6472735 I A5 8/141014 16 1 T6472736 I A6 8/14/0141 17 IT6472737 IA 18/14/0141 18 I T6472736 B1 18/14/0141 19 IT 6472739 1 B2 18/14/0141 110 I T6472740 113 1 8/14/014 111 IT6472741 IGRA 18/14/0141 112 JT6472742 IGRB 18/14/0141 113 I T6472743 J 1 18/14/014 114 I T6472744 I J3 1 8/14/0141 115 IT6472745 IJ5 18/14/014 I16 T6472746 IT6472747 IJ7 18/141014 117 IKJ7 18/14/0141 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: Magid, Michael 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 its 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, perANSI/TPI-1, Chapter2. No 536 ;v• :¢: �'.• STATE OF :��it FL Celt. 6634 August 14,2014 Magid, Michael 1 of 1 o toss ype ty ly Wstalne Garage T64]2]31 72088 Al HIP 1 P 1 Job Reference (options) Chambers Truss Inc.. Fan Pierce Ff. 34982 This truss is NOT symmetric. Proper orientation is essential. 7x8 3x4 = 3x8 = 3x4 II 5x8 = Scale=1:77.2 11 16 1a w 73 ,< 45 = 44 = 48 = 4x4 = 8x10 = 48 = 4x4 = 45 = LOADING(psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress [nor YES BCDL 10.0 Code FBC2010?PI2007 CSI DEFL in (loc) I/dell Ud TC 0.51 Vert(LL) -0.1217-19 >999 360 BC 0.58 Vert(TL) -0.3717-19 >756 240 WB 0.81 Horz(TL) 0.05 10 n/a n/a (Matrix-M) PLATES GRIP MT20 244/190 Weight: 246 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-14, 8-14 7-14: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=892/0-8-0 (min. 0-1-8). 10=644/0-8-0 (min. 0-1-8), 14=2071/0-3-8 (min. 0-2-12) Max Holz 2=241(LC 7) Max Uplift2=-675(LC 8). 10=-523(LC 8), 14=1268(LC 8) Max Grav2=1032(LC 19), 10=787(LC 14), 14=2330(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1541/849, 3-4=11281626, 4-5=4381354, 5-22=341/929, 6-22=-341/929, 6-7=-341/929,7-23=-341/929,8-23=341/929, 8-9=-429/227, 9-10=-856/445 BOT CHORD 2-17=588/1499, 16-17=-248/1057, 15-16=-248/1057, 14-15=-30/441, 13-14=0/344, 12-13=01344, 10-12=-2151724 WEBS 3-17=-539/405,4-17=-175/564,4-15=-761/339,5-15=153/535,5-14=-1581/860, 7-14=533/421, 8-12=-155/553, 9-12=-5291396, 8-14=1394/707 NOTES ,,si- tS. 7j /��,I' 1) Unbalanced roof live loads have been considered for this design. `�� �,P •,.. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. II; %NG ,•'� Ci E N S'•. �j/ �� Exp C; Encl., GCPI=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �,: �. F '•, 3) Provide adequate drainage to prevent water podding. NO 53681 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument 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 bearing plate capable of withstanding 675lb uplift at joint 2, 523Ib uplift atjoint 11 -.0 cc and 1268 lb uplift at joint 14. STATE F Z 7) "Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. . !V LOAD CASE(S) Standard I �` '•; O R \O.•'�j��.` SS10NA� ��p�� FL Cert. 6634 August 14,2014 A WARINUM'17 ;pJ�.9a �e.vawcnnlW8E5(iHIIH62T'uPIJGQ.TNIDd�SR Pa�dd[f 91]d HFS'U886S6 Design valid for use only with Mpek connectors. This design 4 based only upon parameters shown, and is for on individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building tlesigner- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction u the respordbillity of the MiTek' erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPI l Quality Criteria,DSB-BP and BCSI Burning Component 6904 Parke East Blvd. SofeM InformaHan available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. IH�malsemNtrse[(SVj75¢rt¢•rf6s�•cBretl.IItrelte4pmrdlsr+sarPal��isrz�Fs�^'sat�l.AfISC Tampa. FL 336104115 o N55 Job NSS ype , ly ly MusWine Garage T6472732 A2 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl.3pa82 7-7-13 54-3 S3-1 oat - o-a-ic This truss is NOT symmetric. Proper orientation is essential. 5.00 72 5x6 = 3x4 = 3.4 II 7x8 C 5 6 24 7 25 8 4x5 = 3x4 11 4.8 = axlo = 4x4 = 3x4 II 4x5 4x8 = 4x8 = Scale=1:78.5 d 217 0 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress [nor YES Code FBC2010/TPI2007 CSI TC 0.35 BC 0.52 WB 0.67 (Matrix-M) DEFL in (lac) I/deft L/d Vert(LL) 0.08 19-21 >999 360 Vert(TL) -0.19 16-18 >999 240 Horz(TL) 0.03 11 rda Na PLATES GRIP MT20 244/190 Weight: 255 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3'Except' WEBS 1Row at micipt 6-16.8-16 7-16: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=850/0-8-0 (min. 0-1-8), 11=568/0-8-0 (min. 0-1-8), 16=2267/0-3-8 (min. 0-2-15) Max Hom2=-278(LC 6) Max Uplift2=-052(LC 8), 11=-493(LC 8), 16=-1321(LC 8) Max Grev2=994(LC 13). 11=723(LC 14), 16=2466(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1482/747, 3-4=-1322/759, 45=-759/452, 5-24=-6191467, 6-24=-619/467, 6-7=-368/1058,7-25=-368/1058, 8-25=-368/1058,8-9=59/414, 9-10=-623/341, 10-11=-760/330 BOT CHORD 2-19=-49311456, 18-19=-493/1456, 15-16=-265/335,14-15=-265/335, 13-14=-131/623, 11-13=-131/623 WEBS 4-19=-10/278, 4-18=-845/526, 6-18=-3861937, 6-16=1409/814, 7-16=412/321, 8-14=-212/452,9-14=908/515, 9-13=-2/345, 8-16=-1198/654 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. I Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 652 lb uplift at joint 2, 493 lb uplift at joint and 1321 lb uplift at joint 16. 7) °Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard No 53661 cc Z STATE ,OF :41 c� O R I P : N_>`•` lS \` �is10NA� S%%%%% FL Cert. 6634 August 14,2014 ID0r-ce"o9�Pm�ea�d 1QII .648 is based component. uponp ramete�ffi2£6iBEF'f�MEPdi��-component. v designbased onlypor upon Design valid for use only with MOek connectors. This Designshown, and is for on individual-ntrss espometers not truss designer. BgaanB shown parameters and proper incorporation or component a responsibility of building designer designer. n Applicability of incorporation kforec lateral support Addition al temporary bracing toInsure on responrding of the web membersoverall esignedurr.Fconeneral WOW pof ermanent 0danhe ilding regarding Additional isthe the buidngdesigner.For general Buidang erector. Atldalitypermanentbracing ofthe overon structureand onsult¢ANS1of Component storage. delivery. erectionandbracing.consult o5B•89 and 8C51 Building Component fabrication, quality bra Tamp Parke East 312, Alex ndria, A223a, Safety Information available from Truss Plole IrutilWe. 781 N. Lee Slreel, Suile 312. Alexandno, VA 22314. available il'f iRGT65�y�'.INCtrIIJ3�E'a�iR1LSl1E1F61Sn8dtt682'[LI13�i�6P�GM��.�.%4p1if1Dy�iYL4 361Blvd. Tampa. FL 33810-0115 Job as was ype ty ly Muslalne Garage T64]2733 72086 A3 HIP 2 1 Job Reference (oprorlag Chambers Trl Inc., FOM1 Piece FI. 34982 r.35058ep 2]2012 MTeklntluSMes.Inc. ThUAug 1410:56:062014 Pagel ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-UrginZDpg81P1KJodisAS5Es21xJR8v0YMtKupynzHI 2 8-9J 15-0-0 20-0-0 25 2 r-u JYL-l9 9L-u-u 2-0-0 8-9-3 6-2-14 54-0 54-0 14-0 6-2-111 8.9-3 2-0-0 This truss is NOT symmetric. Proper orientation is essential. 3.4 II 5.00 12 5x6 = 3x4 5x8 = = 5 24 6 25 7 8 19 lr , 1. 4x5 = 3.4 II 4x8 =8x10 =48 3x4 II 4x5 Milli 4x4 = 8-9-3 -1 15-0-0 25.8-0 17-0-q 33-2-14 I 12-0-0 8-9-3 6.2-14 10-M 1-4-0 6.2-t4 8-93 Scale = 1:78.5 Plate Offsets (X Y)' 12,0.5-1 0-0-141 15:0-3-0 0-2-41 18:0-5-12 0-2-81 111:0-6-1 0-1$ LOADING(psf) SPACING 2-" CSI DEFL in (too) 11deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.12 19-21 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.66 Ven(TL) -0.26 19-21 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 264 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-17, 6-16, 9-15 7-16: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS (lb/size) 2=935/0-8-0 (min. 0-1-8), 16=2379/0-8-0 (min. 0-3-0), 11=403/0-8-0 (min. 0-1-8) Max Hom 2=314(LC 7) Max Uplift2=-704(LC 8), 16=1360(LC 8), l l=-402(LC 8) Max Grav2=1092(LC 13), 16=2552(LC 2). 11=556(LC 14) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1654/843, 3-4=-1467/856, 4-5=-785/485, 5-24=-629/505, 6-24=-629/505, 6-25=-319/1019,7-25=-319/1019,7-8=-319/1019,8-9=-327/1025, 9-10=223/385, 10-11=-304/352 BOT CHORD 2-19=-567/1627, 18-19=-567/1627, 17-18=-567/1627, 17-26=-217/253, 26-27=217/253, 16-27=-217/253,15-16=-864/706,14-15=-289/199,13-14=-289/199,11-13=-301/209 WEBS 4-19=15/347, 4-17=1011/628, 6-17=-424/1018,6-16=-1487/849, 7-16=-314/208, 9-1 5=-1 072/629, 9-13=-15/400, 8-16=738/478 `1111111111/I///I \S. I� NOTES ,� �,P , My 1) Unbalanced roof Ilve loads have been considered for this design. �% NG •''G E �% S'• C/ �i 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. II; ; V F�'•, Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 NO 53681 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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-" wide will = fit between the bottom chord and any other members, with BCDL=10.0psf. -0 : �tiliEz 2 I[ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7041b uplift at joint 2, 1360 lb uplift at joint � -,G:• STATE F �� 16 and 402 lb uplift at joint 11. 40 . 7) "Semi -rigid pitchbmaks including heels" Member end fixity model was used In the analysis and design of this truss. �� T••, �4 O ji \ O P: N�`�� LOAD CASE(S) Standard ��'SS;ON A� 0��, FL Cert. 6634 August 14,2014 Q iIYdRffiIPG-Y ifff .mn cos-.m1WDP£S (YPBHSdHIiOVQ.'��Y Pdt�ffif ]ITd f�}L88 PZ4i Design valid tar use only with M7ek connectors. This design is based only upon parameters shown. and B for an individual building component. �'• Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not tmss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction B the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the curdling designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/IPII Quality ciliate, DSS-89 and SCSI BYBdtng Component 6904 Parke East Bivtl. Safety Information available from Truss Plate Irutitute, 781 N. Lee Steel, Suite 312, Alexandra, VA 22314. 1lt3axN�rn'Aas((S4j:hmmer."ts3�s7a�1,QMt�41gn,adlsasme¢Im>S'eHear-1015Y,OZ/J.4A' asil'A15C Tampa, FL 336104115 Ob Truss Truss Type Qly Ply Mustaine Garage T6472734 72088 A4 HIP 2 1 Job ReferencD o lional Chambers TNss Inc., Fort Pierce FI. M982 This truss is NOT symmetric. Proper orientation is essential. 5.co 12 5xfi i 3.5 II 5xfi C Scale-1:78.5 4z5 = 3x4 II 4x8 = 4x8 = 8x10 = 4x8 wa 3.4 II 4x5 = LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vast Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.11 17-19 >999 360 MT20 244/190 - TCDL 15.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.24 17-19 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Hoa(TL) 0.03 10 n/a n1a BCDL 10.0 Code FBC2010/fP12007 (Matrix-M) Weight: 257 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directlyapplied or 4-115 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at Inidpt 3-15, 6-15.9-14, 6-14 7-14: 2x6 SP No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation crude. REACTIONS (Ib/size) 2=943/0-8-0 (min. 0-1-8), 14=233210-0-0 (min. 0-2-15), 10=437/0-8-0 (min. 0-1-8) Max Hoa2=351(LC 7) Max Uplift2=-710(LC 8). 14=-1346(LC 8). 10=411(LC8) Max Grav2=1 1 14(LC 19), 14=2507(LC 2), 10=501-C 20) FORCES (Ib)- Max. CompuMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1783/896, 3-4=-676/366, 4-5=552/391, 5-22=-502/447, 22-23=-502/447, 6-23=-502/447, 6-7=105/863, 7-8=-342/1034, 8-9=356/836, 9-10=-401/276 BOT CHORD 2-17=516/1769, 16-17=-616/1769, 15-16=-616/1769, 15-24=-724/675, 24-25=-724/675, 14-25=7241675,13-14=-151/294,12-13=-151/294,10-12=-162/294 WEBS 3-17=01396, 3-15=-1263/759, 5-15=-398/299, 7-14=684/573, 6-15=-782/1533, 9-12=0/367,9-14=-1128/674,6-14=1516/567 NOTES `%�l t S. 4 �4I 1) Unbalanced roof live loads have been considered for this design. `�G�P ........,9 41e 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; save=6ft; Cat. II; `�� •�ii N,9 :'• Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 V F•• 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonncurtNO 53681 ent with any other live loads. ��Tir / •• 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, with BCDL= 10.Opsf. — 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7101b uplift at joint 2, 13461b uplift at joint -9 • �! : [[: 14 and 411 lb uplift at joint 10. 7)'Semi-dgld pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��• STATEkF. A, LOAD CASE(S) Standard O R 1 i���,�ssf0 FL Cert. 6634 August 14,2014 AcadamRs-v.,Iyaas«parzona� A =r(MaIENSeBroIFIVC m74aECRIGIRS4z� Design valid for use only with Mgek connectors. This designis based only upon parameters shown, and is for an individual building component. lei' of design parameters and proper incorporation of component 6 responsibility of building designer- not huss designer. Bracing shown is for lateral supped of individual web members only. Additional temporary bracing to insure sloolity during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsiblity of the building designer. For general guidance regarding Iabdcation, quality control. storage, delivery. erection and bracing, consult ANSI/rP11 Quality Cdteda, DSB-89 and SCSI Building Component 69N Parke East Blvtl. Salefy InlormoFort available from Truss Plate Imlitute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. m,�••�•p••,'Ymefi�3�r�uSTietLxL�aen'ryrrraLrsrasaxr� r�rar6H/u]lg2vl�tby,T+tsC Tampa, FL 336104115 T6472735 This truss is NOT symmetric. Proper orientation is essential. 5.00 F12 5x6 = 5x6 = 3.4 II Scale = 1:78.5 4x5 = 4.4 = 4x8 = 48 = axle = 48 = 3.4 11 4x5 = LOADING(psf) SPACING 2-M CSI DEFL in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Ve all 0.08 18-20 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.23 18-20 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 11 n/a nla BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 2651b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 5-16, 10-15, 7-15 8-15: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection. In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=971/0-8-0 (min. 0-1-8), 15=2365/0-8-0 (min. 0-2-15), 11=428/0-8-0 (min. 0-1-8) Max Horz2=-388(LC 6) Max Uplift2=-706(LC 8), 15=-1357(LC 8), 11=404(LC 8) Max Grav2=1136(LC 13), 15=2508(LC 2). 11=590(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-18641947, 3-4=-1510/764, 4-5=-13781775, 5-6=-354/293, 6-7=-241/331, 7-8=193/982, 8-9=-360/1050, 9-10=-373/869, 10-11=-362/317 BOT CHORD 2-18=-087/1949, 18-23=-275/1172, 17-23=-275/1172, 17-24=-275/1172, 16-24=-275/1172, 16-25=439/524,25-26=439/524,15-26=439/524 WEBS 3.18=-522/417, 5-18=254/728, 5-16=-1041/646, 6-16=295/172, 8-15=-471/404, 7-16=-594/1289,10-13=0/391,10-15=-1124/665,7-15=-1734/741 ,``,tlllll NOTES 1) Unbalanced roof live loads have been considered for this design. ���, �1P•......LM.9 2) Wind: ASCE 7-10; Vult=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; save=6ft; Cat. II; `�� �G ••'�G E N S` �� �� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 V F•••.: 3) Provide adequate drainage to prevent water ponding. �' • ` 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` )`j O 53681 �:• 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift atjoint 2, 1357 lb uplift atjoint 15 and 404 lb uplift at joint 11. . STATE F 7) "Semi-dgld pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.((y cP:��r`•` LOAD CASE'�OR10 S) Standard ����FSS,ON A� �?��`, FL Cert. 6634 August 14,2014 D?SE QHiID5dF1f�IDJ2@£%�F]P�P31rdi6ng D®d8b7B6-9ei-(gdeyapm®Ges®dREa9fibase component. Design valid for use only with Mgek This design is based onlypon upon parameters shown and is for an individual building component. MIF i Applicability of design parameters b proper incorporationofcomponent is responsibility of building designer - not truss designer. Bracing shown andproper i Is for lateral es duringconstructionidancesregardiillyng of the Additional the theure of individual web membershoverall WOW Addppod erector. Additional permaneorage, bracingofstructure is responsibility of lding general guidance regarding sANSI/tl1 11Ir DSr,For andbracing, consult II Quality criteria. DSB 89 and BC51 Building Component quality control, storage, delivery, erection and bracing, consult Tamp Parke East 312, Al punt. A2231, Safety Intorma5on available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Safety Infor itl3nsrthernNaai]Spjmmebx+ia�gmII�l.ltmffis'Q,nnralsrsme$aeli�is�'1D9��1L��-�''bY�-g A11 Tampa. FL 33610-0115 Job russ Truss Type , ty Ply vesture Garage T6472]38 72088 A6 HIP 1 1 Job Reference (optional Chambers Truss Inc., Fort Pierce FI. 34982 T.3505 Sep 272012 MTek Industries. Inc. Thu Aug 1410:56:092014 Pagel I D:oHTg505Ds3TR?kt?m4?ZGy.bODE-u0 W gObFhz30_W n2NIuQt4ksMmEzreNBSFJ5_VeyraHq 21-P12 -z-OO 7-HS t3tt-e 2at td 21 x5b0 0 1.14 12-0a 4409 2-. 7-11-5 B43 6.11-12 pp� 122 47d R5.14 &16x 2fi0 This truss is N& symmetric. scale=1:78.5 Proper orientation is essential. 5x6 = 5.00 12 4x5 = 4x4 = 4x8 = 4x8 = 4x5 = 4x8 = 10x10 = 3.4 II LOADING(psf) SPACING 2-" CSI TCLL 20.0 Plates Increase 1.25 TC 0.53 TCDL 15.0 Lumber Increase 1.25 BC 0.61 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 BCDL 10.0 Code FBC201 OrTP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' 7-14: 2x6 SP No.2 REACTIONS (lb/size) 2=976l (min. 0-1-8), 14=2290/0-8-0 (min. 0-2-15), Max Hors 2=424(LC 7) Max Uplift2=-710(LC 8), 14=-1345(LC 8). 10=411(LC 8) Max Grav2=1132(LC 13),14=2489(LC 2), 10=606(LC 20) DEFL in (loc) l/defl LJd PLATES GRIP Vert(LL) 0.13 17-19 >999 360 MT20 244/190 Vert(TL) -0.32 17-19 >977 240 HOr2(TL) 0.03 10 n/a n/a Weight: 256 lb FT=O% BRACING TOP CHORD Structural wood sheathing directlyapplied or 5-1-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 9-14, 6-15 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. 10=43710-8-0 (min. 0-1-8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-17491865, 3-0=-1446/768, 4-5=-1318/785, 7-8=-340/1024, 8-9=-353/856, 9-10=-404/311 BOT CHORD 2-17=-60511833, 17-22=-228/1051, 16-22=-228/1051, 16-23=-228/1051, 15-23=-228/1051, 14-15=-8601743, 13-14=-197/287, 12-13=-197/287, 10-12=209/287 WEBS 3-17=-513/416,5-17=-333/883,5-15=-1172/719,7-14=-1939/1079,9-14=-1137/663, 9-12=0/398,6-15=-400/126, 7-15=-629/1572 NOTES ,,`\\\\�L 1) Unbalanced roof live loads have been Considered for this design. ,� �xP M,1 2) Wind: ASCE 7-10; Vul[=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 13=4511; L=50ft; save=fift; Cal II; ,�� NG ,•'�G E N S'•. C+� �� Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 p V F ••- �j! 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an other live loads. r' • /l _" 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-M wide will N O 53681 fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7101b uplift at joint 2, 1345lb uplift at joint ; 14 and 4111b uplift at joint 10.kF 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. :].,, ((/�STATELOAD CASE(S) Standard %TA,0Rt N�: 40 N AI tE��'s" FL Cert. 6634 August 14,2014 Q WdRIDlgf' "9DSiYdd9aP��•••w[man ADlFSa(1HIIB3Sd]ID �T3.IIITID�iFRRtiFBFffiBP2G8ffiI74M BEFD88 Design valid for use only with Mil connectors. This design a based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional lempomry bracing to imure stability during construction 4 the resporuito iN of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPII Quality Criteria. DSB-89 and BCSI Bu3ding Component solelSvteM IntormaHon available from Truss Plate Institute, 781 N. Lee Streel, Suite 312. Alexandria, VA Y1314. y lalom,vire'. 6904 Parke East 81A. Tampa. FL 33610d115 Wj lwntrs¢sy�ATa.d.Sly.des�sralc�msffimse7ass@ivesl6'lBldr+o]3gw�'rt Job Truss russ ype aty Ply Mustaine Garage T8472737 72088 A HIP 1 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI. 34982 33-4 This truss is NOT symmetric. Proper orientation is essential. 56 = 3x8 = 3x6 = 3.4 II 5.00 3x4 = Sx6 12 = 4 5 23 6 7 24 8 9 2x3 3 10 2 18 45 = 4x8 = 17 16 4x8 = 3.4 II 15 14 13 800 = 4x8 = 4x8 = Scale = 1:77.2 a 121' 45 = 0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.08 18 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.21 18-20 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2010FTPI2007 (Matrix-M) Weight: 2431b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3'Ecept' WEBS 1 Row at midpt 5-15 7-15: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (]blaze) 2=903/0-8-0 (min. 0-1-8), 11=658/0-8-0 (min. 0-1-8), 15=2046/0-3-8 (min. 0-2-11) Max Horz 2=-204(LC 6) Max Uplift2=-089(LC 8), 11=-540(LC 8), 15=-1237(LC 8) Max Grav2=1039(LC 19), 11=786(LC 14), 15=2300(LC 2) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1661/917, 3-4=-13561761, 4-5=-12141745, 5-23=-421/1070, 6-23=42111070, 6-7=421/1070, 7-24=-42111070,8-24=-021/1070, 8-9=-556/363, 9-10=-6421358, 10-11=-980/528 BOT CHORD 2-18=-665/1583,17-18=-2471764, 16-17=-247/764,15-16=-247/764, 11-13=-3081849 WEBS 3.18=-401/293,4-18=-151256,5-18=-222/581,5-15=-1982/1091, 7-15=-4221333, 8-15=-1249/708, 8-13=-294/731, 10-13=-427/318 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. II; Ecp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcument 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 beading plate capable of withstanding 6891b uplift at joint 2, 540lb uplift atjoint 1 and 1237 lb uplift at joint 15. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard \G•.��G E N S�..��� No 53681 STATE OP ..41` %%• ,ONA#irtill� E��Wo FL Cert. 6 August 14,2014 Design jad yvpmemGm�aHFan Is ouffisesmm�.�ofl�3J�e�rar�Am component. uSE Designvglityfor useonryra elem connectors. This derafica based only upon parameters shown, iand ubrne individual buildingcomponent. ��• is sfoApprlabiclsu per! of paradualwe members only. Additional of nal tempnentorary isresponsibilityto building con not truss Is the responsibility shown uecto Addippodofirmanentwebmembersonry.ACdilium6thenesprmaliliofto building estlunngcoenerallgutanceregardiingofthe KWIC erector. Additional permanent bracing of the overall structure i the responsibility TP the building designer. For general guidance Component regarding fabrication, quolilycontalstorage, run Plery.ereatleo81 N. Lee bracing, consult 312, Alex ndria, criteria, DSB-09 and aC3l Building Component 6904 FIe East Blvd. SoleN Intormg8on available from Truss Plate Institute. ]81 N. Lee Slreel, Suite 312, Alexandria, VA 22314. Tampa, FL 338104115 05eRkstmRC¢eif5p,]!ismsiseri¢;Feofiietl.Kl�d�pmardlr�;ar�+¢lam®iteative7lEi/83�7�IAV2�� Job ruse Truss Type Qty ply Muslalne Garzge Tfi472738 72088 B1 HIP 1 1 Job Reference (optional) Chambers Truss Inc.. This truss is NOT symmetric. Proper orientation is essential. 5x6 = 3x4 _ 3.4 II 3.6 = 3.4 = 5.00 12 4 5 22 6 7 23 8 5x6 = 9 Scale - 1:77.2 4 2l"I 0 16 14 4,,5 = 4,8 = 4x8 = 800 = 4x8 = 4x8 = 4.5 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.10 13-21 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.32 13-21 >T71 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.39 Horz(TL) 0.03 11 n/a n1a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 24411a FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid calling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 *Except' WEBS 1 Row at midpt 5-15, 8-15 6-15: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=752/0-" (min. 0-1-8), 11=73310-8-0 (min. 0-"), 15=2121/0-3-8 (min. 0-2-13) Max Horz2=241(LC 7) Max Uplifl2=-599(LC 8), 11=-588(LC 8), 15=-1279(LC 8) Max Grav2=884(LC 19), 11=883(LC 14), 15=2385(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1159/648, 3-4=-741/419, 4-5=-616/427, 5-22=-420/1111, 6-22=-020/1111, 6-7=-420/1111, 7-23=420/1111, 8-23=-420/1111, 8-9=-579/399, 9-10=684/389, 10-11=-1118/619 BOT CHORD 2-17=-004/1146,11-13=-377/976 WEBS 3.17=-548/416, 5.17=-343/850, 5-15=-1397/799, 6-15=-338/268, 8-15=-1361/775, 8-13=-349/826,10-13=-550/417 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; 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 noncancurrent 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 bearing plate capable of withstanding 599lb uplift at joint 2, 588lb uplift at joint 1 and 1279lb uplift at joint 15. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 August 14,2014 w6Rr21�- usfi9 �9aP�cadPPID �,sfofffi,R E08B Component. truss buildingcomponent. baeedoareni'nespometers shown,building Design valid for use only with Mnek connectors. This is base only upon D not truss designer. Bracing shown of bullinddefogar- not Applicability ofpodesign parameters and proper s corporation aresponsibilityof building onlyp Addittiofcomponent is for lateral support web members Additional temporary bracing toinsure during con of the esigner.Fconeneraio 4 the MiTek' pof ermanent guidance regardilityng responsibility of the building designer. For general guidance regarding permanent bracing of the overall structure ilding erector. Additionalquality labricofion, quality control, storage, delivery,erectionand breeStrcomutt Cdte40. DSB 89 and BCSI Building Component bracing. 6904 PaAe East Blvd. Salety Inlogmaeon available rli3mtl�nFireilllscm8slirarygeag�l.,4isl�dn'rdlr�arx21��+Ee@iarem6'/ID/%1�816]I.RLiC 312,ANSI/TPI1 nude. from truss Plote Institute, 781 N. Lee Slreel, Suite 312, Alezantlria. VA 22314. Tampa. FL 336111-0115 Job truss Truss ype ty Ply Mustaine Garage T8472]39 72088 e2 HIP 1 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI. 34982 This truss is NOT symmetric. Proper orientation is essential. 5.00 12 7x8 % 3.4 11 7x8 ° 23 ° 24 7 4x5 = 3.4 11 4x8 = 8x10 = 44 = 3.4 11 4x5 44 = 48 = Scale = 1:78.5 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-M Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20107TPI2007 CSI TC 0.64 BC 0.49 WB 0.68 (Matrix-M) DEFL in (loc) Vdefl Ud Ven(LL) 0.07 18-20 >999 360 Ven(TL) -0.1618-20 >999 240 Horz(TL) 0.05 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 2501b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid calling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1Row at midpl 5-15,7-15 6-15: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=770/0-8-0 (min. 0-1-8), 10=73010-8-0 (min. 0-1-8), 15=217210-3-8 (min. 0-2-13) Max Horz2=278(LC 6) Max Uplift2=594(LC 8), 10=582(LC 8), 15=-1291(LC 8) Max Grev2=908(LC 13), 10=890(LC 14), 15=2384(LC 2) FORCES (Ib)- Max. Comp.11vi Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1239/591, 3.4=-1112/602, 4-5=501/308, 5-23=-269/861, 6-23=-269/861, 6-24=-269/861,7-24=-269/861, 7-8=-042/276,8-9=-1058/573, 9-10=-1192/562 BOT CHORD 2-18=-348/1254, 17-18=-348/1254, 16-17=-751517,16-25=-751517, 15-25=75/517, 14-15=0/345,13-14=0/345,12-13=-321/1016,10-12=321/1016 WEBS 4-18=-7/316, 4-17=-866/507, 5-17=192/582, 5-15=-1482/735, 6-15=557/519, 7-15=-13431710, 7-13=-196/523, 8-13=-881/511, 8-12=-6/320 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. 11; \\\\\\t�L \\ �P ...... ,\% �G ,•'�G E N 5+ ••. �j i� ' F ••, Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 drainage �; V 3) Provide adequate to prevent water porting. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 53681� * �, 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. _ �1i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594lb uplift atjoint 2, 5821b uplift atjoint 1F. -fl ; and 1291 1b uplift at joint 15. 7) "Semi -rigid pitchbreaks including heels• Member end fixity model was used in the analysis and design of this truss. i 53,i• STATE (''� F ! 1— 40 CASE(S) Standard ��%LOAD �s �%\ N Aa\\�C FL Cert. 6634 August 14,2014 A> •r oflIIB�dp®HNL'WIDIDffia£S PEC��IFcOm 8� anent. use onl�P®��*mdBFAD abased shown, and isfor Individual building component. Design valid for use only with Mgek connectors.Thisdesignu basedonly ��• pon°Ponparameters Applicability of design parameters and proper Incorporation ofcomponentkresponsibility of building ne designer.Bracing shown onnotIms efor lateral during constructionm the of the to insurestabilityiesign r,For Additional the of individual web membersoverall MiTek• generaio regarding uidancespgardi g of the building designer. For general guidance erector. Additional permanent bracing of the overall Is the responsibility of Component fabrication, quality control. storage, and ra consult CdMI p58-89 and BC81 au1141ng Component ,qa Aexill 6904 FL Blvd. ndra, ss Plary.eredton81 N. Lee Street, Suit 312.ANS Sam$te�ry�Qllnl 'P.aMlsa Truss Plate L�e�e uite 312. A1nexa_ndria. VA 14. .m Tampa, FL 33810-0115 Tampa, 61 Job Truss Uly Fly Mustalne Garage T64]2]40 72088 B HIP 1 1 Job Reference o lional Gnamoers IMW inc., ron rvreRe n. JVJac 5x6 = 5.00 F12 4 This truss is NOT symmetric. Scale=1:77.2 Proper orientation is essential. 3x8 = 3.4 II 3.6 = 3x8 = See = 5 24 6 7 25 8 9 x3 8 10 2 4x5 = 19 18 17 16 15 14 13 4.8 = 4.8 = 8x10 = 3x4 II 48 = 3x4 II 48 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) I/de8 L/d TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.06 19-21 >999 360 TCDL 15.0 Lumber Increase 1.25 BC 0.41 Ven(TL) -0.19 19-21 >999 240 - BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2010RPI2007 (Matrix-M) LUMBER BRACING PLATES MT20 4x5 = GRIP 2441190 Weight 248 lb FT=O% TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid gelling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 8-16 6-16: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ustide. REACTIONS fib/size) 2=794/0-8-0 (min. 0-1-8), 11=776/0-8-0 (min. 0-1-8), 16=2037/0-3-8 (min. 0-2-11) Max Hom2=204(LC 7) Max Uplift2=-622(LC 8), 11=611(LC 8), 16=-1233(LC 8) Max Grav2=918(LC 19), 11=910(LC 14), 16=2291(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1346/746, 3-4=-1031/583, 4-5=-907/576, 5.24=-415I7071, 6-24=-415/1071, 6-7=415/1071, 7-25=-415/1071, 8-25=-415/1071, 8-9=-8621548, 9-10=977/553, 10-11=-1299n17 BOT CHORD 2-19=-508/1307, 18-19=-111/396, 17-18=-111/396,16-17=-111/396, 15-16=112/339, 14-15=-1121339,13.14=-112/339,11-13=-481/1159 WEBS 3-19=-416/305, 5-19=-275/663, 5-16=-1634/889, 6-16=406/321, 8-16=-1579/859, 8-13=-283/649, 10-13=-417/307 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 lb uplift at joint 2, 611 lb uplift at joint 11 and 1233lb uplift at joint 16. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard t IPOeLS �0EN, FL Cert. 6634 August14,2O14 ®A3viafNG-Yeijyd�9+�P�^^.a wawg AIDlLS OHyuponpIDffiS,iIDIDH� PI1C�Afgcomonent. Designvalid for use only Designgcoming Miles connectors. Thk design is based any upon parameters lhowgantliesigner �• shown truss designer. Bracing shown para on of component k - notttruss designer. Applicability of parameter and proper incorporation ins of building of irmanent web membe Ad acing to during construction the ilityof the titer lateral portdesignof toinsurestability during wneneralg Additional the MiTek' resprybradng generallguidong erector. Adquality permanentbracing ofthe overall structure is the responsibilityofthe guidas nce Additional overall bbricolion.quolitycontrol, alildngdesigner.For Component storage, and BC8l Building Component East BW. Safety Inlormallon available rT�-^•^'a-^Fisrev�'Pj7nT�rsSR^9ffs9,atseffisQrracsls�a�Si�x�+ml-u�dT[�ID/fYn7�'.b1fr7+L51: ss Plary.erediona1 N.bracing.Leconwt 31ZANSAlxndra. A22Crite3a,DSB-119 from Truss Piate Institute. ]81 N. Lee Street, Suite 312, Alaxantlrio. VA 22314. Tampa. Fl. Tampa. R 33610-0115 3610411 Job Truss Truss Type Qty MusiNne Garage T6472741 72088 GRA NIP 1 1ply 2 ,lob Reference (optional) Chambers Truss Inc., Fort Pierce H. 30Ytl2 This truss is NOT symmetric. Proper orientation is essential. 5.0012 8x12 = 3.4 II 4x8 = 4.8 = 30 II 4x8 = 6,S = Scale=1:77.2 it¢1� 'a 37 38 " 17 39 40 41 " 42 43 1- 49 45 46 14 '" -1 48 49 4.5 = 3x4 II 4x8 = 3.4 11 8x10 = 3x4 II 4x4 = 4x5 = 4x8 = 48 = LOADING(psf) SPACING 2-M CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.46 Verl(LL) 0.09 18 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.15 18-19 >999 240 BCLL 0.0 ' Rep Stress Incr NO WS 0.61 Horz(TL) 0.04 10 n/a I BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 516 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 6-M oc puffins. 3-6,6-9:24 SP I BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' 7-15: 2x6 SP No.2 REACTIONS (lb/size) 2=1416/0-8-0 (min. 0-1-8), 10=978/0-8-0 (min. 0-1-8), 15=365310-3-8 (min. 0-2-7) Max Horz2=127(1_10 6) Max Uplift2=1130(LC 8), 10=-814(LC 8). 15=-2636(LC 8) Max Gmv2=1619(LC 19), 10=1126(LC 20), 15=4157(LC 2) FORCES fib) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=-3177/2015, 3-24=2734/1867, 24-25=-2736/1868, 4-25=-2740/1869, 4-26=-2735/1865,26-27=-2735/1865,27-28=-2735/1865, 5-28=-2735/1865, 5-29=-1438/2494,6-29=143812494,6-30=-1438/2494, 7-30=-143812494, 7-31=-1438/2494, 31-32=-1438/2494,32-33=143812494, 33-34=1438/2494, 8-34=1438/2494,8-35=-167711155,35-36=-1673/1154, 9-36=-1672/1153, 9-10=-1885/1182 BOT CHORD 2-19=-1657/2860, 19-37=-1672/2897, 37-38=-1672/2897, 18-38=-1672/2897, 18-39=-431/840, 17-39=-431/840, 17-00=-031/840, 40-41=431/840, 16-41=-031/840, 16-42=431/840,42-43=-431/840,43-44=-4311840,1544=-431/840, 15-45=-246/433, 45-46=-246/433,14-46=-246/433,14-47=-246/433,13-47=-246/433,13-48=-246/433, 48-09=-246/433,12-49=-246/433,10-12=-888/1667 WEBS 3-19=288/724,4-18=-698/661,5-18=-1346/2138,5-16=0/342, 5.15=-3701/2358, 7-15=7411667, 8-15=3201/2040, 8-13=0/337, 8-12=-044/1412, 9-12=-32/261 ii" G E N SM�Ci No 53681� NOTES / r- 1) 2-ply truss to be connected together with 10d (0.131"x3•) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc 5),�• STATE F� ` Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. //— (V . Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply 10 •; OR % O • G\,�� connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. • • • • • • _` `% 4) Wind: ASCEUnbalanced roof 7-10;rVulta170mph (3- econd gust) Vasds have been considered for =132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20N; B=45ft; L=50ft; eave=6ft; Cat. II; ,,s design.,5%1O N Al �\�� 111111 Exp C; Encl., GCpI=0.18; MWFRS (directorial); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with anyother live loads. FL Cert. 6634 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-M wide will fit between the bottom chord and any other members. August 14,2014 Continued on Page 2 A �d�9�-P f9aeF9aPmm�m mQPIF2DAeH)fsS 4H1�L7473 EFSLHB Q58 Design valid for use only with Welt connectors. this design Is based only upon parameters shown, and is for an Individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown B for lateral suppod of individual web members only. Additional temporary bracing to Insure stability during comfmcfion b the responsibility of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANS17TPII Quality Cdterlo, D5B.89 and Bar Building Component 6904 Parke East Blvd. Safety Inlorma8 sn available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Ilf� . seemFilte(:ilunbvf¢a-P%'nHa'tL2hs1�5iS5�els�are8s�alRe@"s-a".1Cy%II'1, bry.J�'iS Tampa. FL 3361r1-0115 ob Fuss Tmss ype ty Py Watalne Garage T84T2]41 720a6 SPA HIP 1 2 Job Reference o tional Chambers Truss Inc., Fort Pierce Ft. 34962 7.350 a aep 2T 2012 htiTek Industries. Inc. Thu Aug 14 10:56:15 2014 Page 2 ID:oHTg505Ds3TR7kt?m4?ZGyzbODE-)al5geKSYvA7EiVXe8W HK76PO13z264LdFYJioymHl NOTES 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1130lb uplift at joint 2, 814lb uplift at Joint 10 and 2636 lb uplift at joint 15. 9) "Semi-dgid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s)127 lb down and 301 lb up at 7-M, 86 lb down and 171 lb up at 9-0-12. 86 lb down and 171 lb up at 11-0-12, 86 lb down and 171 Ib up at 13-0-12, 86 It, down and 171 lb up at 15-0-12, 86 lb down and 171 lb up at 17-0-12, 86 Ib down and 171 lb up at 19-0-12, 86 Ib down and 171 lb up at 21-0-12, 86 lb down and 17l lb up at 22-11-4, 86 lb down and 171 Ito up at 24-11-4. 86 lb down and 171 lb up at 26-11-4, 86 Ib down and 171 lb up at 28-11-4, 86 lb down and 171 lb up at 30-11-4. and 86 lb down and 171 lb up at 32-11-4, and 167lb down and 320 lb up at 35-0-0 on top chord, and 484 lb down and 3151b up at 7-M, 621b down and 4 lb up at 9-0-12, 62 Ib down and 4lb up at 11-0-12, 62 lb down and 4lb up at 13-0-12, 62 lb down and 4lb up at 15-0-12, 62 lb down and 4 lb up at 17-0-12, 62 lb down and 4 lb up at 19-0-12, 62 lb down and 41b up at 21-0-12, 62 lb down and 41b up at 22-11-4, 62 lb down and 4lb up at 24-11-4. 62 lb down and 4lb up at 26-114, 62 lb down and 4 to up at 28-114, 62 lb down and 4 lb up at 30-114, and 62 Ib down and 4lb up at 32-114, and 4841b dawn and 315 lb up at 34-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 8-9=-60, 9-11=-60, 2-10=-20 Concentrated Loads (Ib) Vert: 3=-104(F)6=-71(F)9=-104(F)19=-024(F)12=-424(F)24=71(F)25=-71(F)26=-71(F)27=71(F)28=-71(F)29=-71(F)30=-71(F)32=-71(F)33=-71(F)34=-71(F) 35=-71(F)36=-71(F)37=36(1`)38=-36(F)39=-36(F)40=-36(F)41=-36(F)42=-36(F)43=36(F)44=-36(F)45=36(F)46=-36(F)47=-36(F)48=-36(F)49=36(F) A WdREII1gG-Yoil9 P ®QRPfd'D9DIFS 01g]rHI6E1Q13ID�fi�sffi�EF���C�tID 74MEEFOW �58 Design volid for use only with MBek connectors. This design b based only upon parameters shown, and is for on individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ■ is for latent support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality coMn.L.tt rog.. delivery, erection and bracing, consult Al Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety IntormaHo i available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. w^�^9m=�PJdsv6'bvu�l3�tlAM��o ambaQS�e�s4F®tisrxmEimYRCLiC Tam-01 Tampa, FL 3361015 Job russ fuss type Qty Ply Mustalne Garage T64]2i42 72088 GRB HIP 1 2 Jab Reference (optional) I Chambers Truss Ina, Fort Pierce FI. 34982 au p u cusp mu es nausmes, mc, n g ,n wwo:u maw rage r ID:oHTg505Ds3TR?k17m4?ZGyzbODE-fy7s5KMj4WOrUOfvmZZIPOBIwTIBW 1 Ne4ZlPngyraHl -2-%1 1 7-0-0 114L12 11-_5 21-2-a 28-1-2 3s-0-0 42-0-0 F44-0-0 12-0-0 74-0 44L12 443-12 4Al2 6-10-14 610.14 7-0-0 2-0-0 This truss is NOT symmetric. Proper orientation is essential. 8,12 5.00 F12 3.4 II 4.8 = 4x8'= 3x4 II 3 23 244 25 26 5 27 28 6 7 2 $1 18 36 3777 38 16 39 t540 41 14 4x5 = 3x4 II 4x8 = 4x8 = 3x4 II ex10 = 4x8 = 6x8 = 29 30 31 32 8 33 34 35 9 Scale=1:77.2 42 43 44 13 45 46 47 12 7x8 = 4.4 4x5 = LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.07 12-13 >999 360 MT20 2441190 - TCDL 15.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.13 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 HoR(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 517 lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP M 30 -Except- TOP CHORD Structural wood sheathing directly applied or 6-M cc pudins. 38,6-9: 2x6 SP No.2 BOT CHORD Rigid oiling directly applied or 10-M cc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-14: 2x6 SP No.2 REACTIONS (lb/size) 2=1239/0-8-0 (min. 0-1-8), 10=1207/0-8-0 (min. 0-1-8). 14=3601/0-3-8 (min. 0-2-7) Max Hom2=-127(LC 6) Max Uplift2=-1002(LC 8), 10=-979(LC 8), 14=-2599(LC 8) Max Gmv2=1418(LC 19), 10=1383(LC 20), 14=4098(LC 2) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2641/1677, 3-23=1993/1394, 23-24=-1994/1395, 4-24=-1998/1396, 4-25=-1994/1392,25-26=-1994/1392,5-26=-1994/1392, 5-27=1316/2300, 27-28=-1316/2300,6-28=-1316/2300,6-7=-131612300, 7-29=-1316/2300, 29-30=-1316/2300,30-31=-1316/2300,31-32=-1316/2300,8-32=-1316/2300, 8-33=-2327/1567,33-34=-2324/1566,34-35=-232211565,9-35=-2321/1564, 9-10=-2575/1620 BOT CHORD 2-18=-1344/2365, 18-36=-1358/2401, 36-37=-135812401, 17-37=-1358/2401, 111111111111�a 40-41=-138/308, 14-41=138/308, 14-42 =7 9/1304� 2-43 � 69//3045 3-04—769/18304, S. 13-44=-769/1304, 13-45=-773/1298,45-46=-773/1298,46-47=-77311298, ♦♦♦\\�Q'SL E N `S(`• 12-47=-773/1298, 10-12=-1294/2305 WEBS 3-18=-292/7l 1, 3-17=-4871305, 4-17=-6041572, 5-17=-1239/1970, 5-15=0/254, `♦♦�pNG••��G .�j�(����- r: • �" '^ 5-14=-2992/1906, 7-14=-777/701, 8-14=a651/2451, 8-13=01450, 8-12=657/1127, No 53681 / 9-12=-46/449 NOTES 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: '• iC Top chords connected as follows: 2x4 - 1 raw at 0-9-0 cc, 2x6- 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. • STATE Q' f �` Webs connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 roves staggered at 0-9-0 cc. i .,N P • ♦� if front back (B) face in the LOAD CASE(S) section. Ply to ii',(C •• •; O \ �. 2) AII loads are considered equally applied to all plies, except noted as (F) or ply Indicated. R �� ♦♦♦ '• • • •' •�� connections have been provided to distribute only loads noted as (F) or (B), unless otherwise iis SS- \♦ �j design. 4) Windt ASCEanced r7.10oof ; �Vulta170mph (3-se and gust) Vasds have been considered for =132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cal. II; N Al L11\\\\ Exp C; Encl., GCpl=0.18; MWFRS (direc0onal); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nononcument with any other live loads. FL Cert. 6634 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-U wide vnll fit between the bottom chord and any other members. August 14,2014 Continued on pace 2 A� Pa[�ffif i 2a� �®dTtPdvsieaaoIDffion paramaamso;� Design valid for use onlywithMnek connectors. Is component. ru ietoran Individual buildinggcoming Id! is espomelers of bull Intl corporationdesign sh. proper incorporation ofcomponent isresponsibilityof bre uilding designer-nottruss designeeosang shown Applicabilityofdesign Parameters of component b is ffie llityof the to insuilding esignedurr.For Isforor.Aldppod ofindividualweb members only. Additional the MiTek' resprybracing medal guidance erector. Additional permanent bracingve the overall structure b the responsibility of the building designer. For general guidance regarding ffabrication, quality control, storage, Truss Plate erection and bracing, comut ANSI312, /TPII OuuON A 2231, Dfie-89 and aC51 Building Component SfetyInformationmailable from PI-�esInstitute, Lre�e Street, n�M�A Tamp a, FL East Blvd. Tampa, FL 336104115 Is5atabstraiisamlanatM assxp �,� IL, f,as,acce5lmoseseaA � Job TrusS wss Type ty tY Musralne Garage T64T2T42 72088 GRB HIP 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce Fl. 34982 jet, a Jep L/ LUIL MI I ex InauaNea. Inc. mu Avg 14 I tbn / 2014 Page 2 ID:oHTg505Ds3TR?kl?m4?ZGyzbQDE-fy?s5KMj4WOrUOtvmZZIPOBtwT]BW 1 Ne4ZlPngymHl NOTES 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1002 lb uplift at joint 2, 979lb uplift at joint 10 and 2599lb uplift at joint 14. 9) "Semi-ngid pilchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)167 It, down and 320 lb up at 7-M, 86 to down and 171111 up at 9-0-12, 86 lb down and 171 lb up at 11-0-12, 86 lb down and 171 Ib up at 13-0-12, 86 lb down and 171 lb up at 15-0-12, 86 lb down and 171 lb up at 17-0-12, 86 lb down and 171 lb up at 19-0-12, 86 lb down and 171 lb up at 21-0-12, 86 lb down and 171 lb up at 22-11-4, 86 lb down and 171 Its up at 24-11-4, 86 lb down and 171 lb up at 26-11-4, 86 lb down and 171 lb up at 28-114, 86Ib down and 171 lb up at 30-11-4. and 86 Ib down and 171 lb up at 32-11-4, and 167 lb down and 320 lb up at 35-0-0 on top chord, and 484lb down and 315lb up at 7-M, 62 lb down and 4lb up at 9-0-12, 62 lb down and 4lb up at 11-0-12, 62 lb down and 4 lb up at 13-0-12. 62 lb down and 4lb up at 15-0-12, 62 lb down and 4lb up at 17-0-12, 62 lb down and 41b up at 19-0-12, 62 lb down and 4lb up at 21-0-12, 62 It, down and 4 Ito up at 22-11-4, 62 lb down and 4 lb up at 24-114. 62 lb down and 4 lb up at 26-11-4, 62 lb down and 4lb up at 28-11-4, 62 lb down and 4 lb up at 30-11-4, and 62 lb down and 4 to up at 32-11-4. and 484 lb down and 315 lb up at 34-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-9=-60, 9-11=-60, 2-10=-20 Concentrated Loads (Ib) Vert: 3=-104(B)6=-71(B)9=-104(B)18=-424(B)7=-71(B)12=-424(B)14=-36(B)23=-71(B)24=71(B)25=-71(B)26=71(B)27=-71(B)29=-71(B)31=-71(B)32=-71(B) 33=-71(B)34=-71(13)35=-71(13)36=-36(B)37=-36(B)38=36(13)39=36(B)40=-36(B)41=-36(B)42=36(5)43=-36(B)44=-36(B)45=-36(B)46=-36(B)47=-36(B) A®e8 �3aP��®dBPlDJ9076 OA4HSS6r�IINCd.ffiID9fffiEKDfor Design validfor use only with Meek con oniF�PJLrBRing component. foruse onlybuildinggcoming oerincorportion based only upon parameters lstorner- ��• of owning ttruss shown not Applicability of design parameters and proper incorporation of component b responsibility of building designer- not Huss designer. Bracing shown proper 6for web members any. Additional bernporary responsibility of the to insure stabilitysgudngcomneral designer. MITek' 4 the f guidance eetoremlzuppod pat ermanent of theuality g For general guidance Component erector. Additional permanent bracing of the overall and ra b the consult fabrication. quality control. storage, delivery, erection 81 N. Lee Stret, Suit 312. AlIIGcirta, A2231CrIfieflaDSB-89 and SCSI Building Component S I�1Y InbrmaHon available from Truss Plata Inzlif We, ]Bl N. Lee Street, Suite 312. Alexantlna, VA 22314. 6904 F. 361 BIM. Tampa. F. 33610-0115 sn,etsr..i!QIegSPJlrlalbava��1'.[6>'4ief�oir21L6me4tm��8aEiv�+�ifb`�$,rr�1'VLyaIL.S' Job Truss Truss Type • ty Ply Musralne Garage T6p]2143 72088 it MONO TRUSS a 1 Job Reference factional) Chambers Truss Inc., Fort Pierce FI. U982 Refer to MiTek'TOE-NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 5.00 12 3x4 = LOADING(psf) SPACING 2-M CSI DEFL In (too) Udefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.00 5 >999 360 TCDL 15.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS (Ib/size) 2=264/0-8-0 (min. 0-1-8), 4=-40/Mechanical, 3=23/Mechanical Max Horz2=11O(LC 8) Max Uplift2=-371(LC 8), 4=-48(LC 2), 3=-28(LC 2) Max Gmv2=307(LC 2). 4=83(LC 8), 3=55(LC 8) FORCES (lb) -Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. BOT CHORD 2-4=-178/257 murug is Scale = 1:8.3 r PLATES GRIP MT20 2441190 Weight: 7lb FT=0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M 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--170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M 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 371 Ib uplift at joint 2, 48 lb uplift at joint 4 and 28 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard 41. I :.�NGENS�..G3i'. No 53681 STATE F FL Cert. 6634 August 14,2014 Dwerr�vo-v�ra yrtva>��®aaAao eamssmirnrac®sffia��rersam ravaoTent. bbased shown, gooming Design valid for ueeonlpara Mdek connectors.properincorporation esig for ��• ntaresrameters iend shown building designer. not truss designer, Bracing shown compnlyonent er.n nottrussdesigner. Applicability of design parameter and proper incorporation of component u orary acing to Insuof e for lateral of to lnsuildinre g nis the of Additional the web membershoverall MiTek' regarding esignen Fco medal idancesregardillityng erector. Additional permanent bracing of the overall nespnsHilliof For general guidance Additional permanent is the responsibilityof the building dCriteria, DS. Component and ra and BCSI Bu8din9 Component storage, delivery,erection andbracing.conmlt ANSIRex Quality Tamp Parke A2231,DSB.09 Safety Information available from Truss Plate Institute, 781 N. Lee Slreel, Suite 312, Alexandria, VA 22314. Safety moor anon available m�,,•s.�...p�((yp)Uu[nber"vsgcHvsd.Qtsxll�gnaratsres�effis¢s�@ive,ftln�Mn�] �Jen±a�.:AI� Tampa, FL 33610-0115 361 411 o Truss Nss Type ty Ply Muslalne Garage T84]2144 ]2888 J3 MONOTRUSS 8 1 Job Reference o liorul Chambers Truss lno.. Fort Pierce Fl. 34982 p u cu ie rvuiert mousu,es. me nun g 4 m.uo:m 204 agar I D:oHTg505Ds3TR7kt7m47ZGyzbDDE-79ZEIgMLrgYi5AE5KH4ydku_sAXFhNaJDmJ7ynzHh LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) Udell L/d TCLL 20.0 Plates Increase 1.25 TC 0.62 Ven(LL) -0.00 7 >999 360 TCDL 15.0 Lumber Increase 1.25 BC 0.12 I Ven(TL) -0.00 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=55/Mechanical, 2=277/0-8-0 (min. 0-1-8), 4=21/Mechanical Max Horz2=161(LC 8) Max Uplilt3=-51(LC 8), 2=-288(LC 8) Max Grav3=73(LC 13). 2=317(LC 2), 4=41(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=341/136 BOT CHORD 2-0=-135/335 Scale = 1:12.6 PLATES GRIP MT20 2441190 Weight: 131b F7=0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purling. BOT CHORD Rigid ceiling directlyapplied or 10-M 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. I% 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-M 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 51 Ib uplift at Joint 3 and 2881b uplift at join 2. 6) "Semi -rigid pltchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard No 53681 1 r STATE JJF :��` E?C�`. FL Cert. 6634 August 14,2014 A¢VM==.7ejyd 9nPmmYo= .d in1R113SONTffi6NIDID9SSdIDID11QdES6FSffiiT8P9C�]817078 D� Design valid for use only with Mgek connectors. Thu design is based only upon parameters shown. and ia for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage,delivery. erection and bracing. consult ANSIQPII Quality Cdtedo,DSE-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314. 69N Parke East Iiii Tampa. FL 33610 4116 ItE.r`•m6hCrn5lrssc'(i�a):Is¢[mai6;pa3re8.LkR$FSlgradFs�mC4ii Cfteri D4%07.iY�$IaY�sLSC 0 Nss Nss ype . ty Ply Mu5talne Garage TE4]2]45 2mTa J5 1107111 MONOTRUSS a 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 M-0 f.aou s can 2] Zm2 MITek Industries. Inc. 1 Au Aug 14 10:56:19 2014 Page 1 I D:oHTg505Ds3TR?kt?m4?ZGyzbODE-bL7cW ONu8gZjKpll_bDUrG3kGTH_BdxYtWWrZyr¢Hg LOADING(psf) SPACING 2-M CSI DEFL in (loc) Udell Ud TCLL 20.0 Plates Increase 1.25 TC 0.62 Ven(LL) -0.01 4-7 >999 360 TCDL 15.0 Lumber Increase 1.25 BC 0.28 Ven(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n1a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrtx-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SIP No.3 REACTIONS (lb/size) 3=105/Mechanical, 2=364/043-0 (min. 0-1-8), 4=42/Mechanical Max Horz2=214(LC 8) Max Uplift3=-111(LC 8), 2=-321(LC 8) Max Gmv3=139(LC 13), 2=421(LC 13), 4=74(LC 3) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=313/85 BOT CHORD 2-4=-185/398 Scale=1:16.7 PLATES GRIP MT20 244/190 Weight: 19 lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-M cc 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; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" 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 111 lb uplift at joint 3 and 321 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fairy, model was used In the analysis and design of this truss. LOAD CASE(S) Standard E N SM9C1ij ��i No 53681 •CC .90;. STATE F 4/Z FL Cert. 6634 August 14,2014 lbd gngm�aa„°a�•nfvlts �nyHpov,1D �s component. Design did to,u connectors. shownand an - component. truss isbasednt Design valid for use onlypares ��• aresrometers not truss designer. Bracing shown eters incorporation designer not designer. Applicability of design parameters and proper incorporation of component a responsibility, of building Applicability web members temporary bracing toimure during con esignringcomneral nisehereregardilityng of the kectofor r. MiTelf enile re Is ilding regarding Addippodofirmanent oveN structure erector. Additional permantoragedngofthe overall andbretitheonsult responsibility oftheQuailr building designer. For general gvitlang Component quality control, storage, erection bracing, console DTa-99 and aCSI Building Component LYL Tamp Parke East Blvd. 312, Alex ndria, A 2231. Safety Information available from inns Plate Institute. 781 N. Lea Street. Suite 312, Alexandria, VA 22314. Safety Information Truss Plate 81 I1t-ficauttseml Wirrelt+`i!)'65mlt�isa:�ifw.tl,¢F� [�IPJrerdlsame¢25�sv�Rissei9Ej191,ion+��gr.311.SL Tampa, FL 336104115 o Truss wasype City Ply Muslaine Garage T6472746 72088 J7 MONO TRUSS 30 1 Job Reference (optional) Chambers Truss Inc., Fan Pierce I. l Uuz "' '.."' e=1 ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-bL7cWONzc8gZjKplt_bDUrGBkGUC 8dxYtWWrZymHg 2-M Scale = 1:20.7 Plate Offsets (X Y): 12:0-0-10 Edcel LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.30 Vert(LL) -0.04 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.14 4-7 >600 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 HOR(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20107TPI2007 (Matrix-M) Weight: 251Is FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 3=154/Mechar 1, 2=45710-8-0 (min. 0-1-8), 4=60/Mechanical Max Hoc 2=268(LC 8) Max Up1ift3=-i66(LC 8). 2=-367(LC 8) Max Gmv3=202(LC 13), 2=532(LC 13), 4=107(LC 3) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=9361333 BOT CHORD 2-4=-549/1236 NOTES 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=50ft; eave=6ft; Cat. II; Ecp 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) fit between thesbeen designed for a live load of bottom chord and any other membersPsf on the bottom chord in all areas where a rectangle 346-0 tall by 2-0-0 wide will ,,% IL. t S. 4) Refer to girder(s) for buss to truss connections. �% 'r�'�' �j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift. at joint 3 and 367lb uplift at �� ICJ .�� C E (115�.9Qj/'.' joint 2. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. NO 53661 LOAD CASE(S) Standard STATE F '�W 0 R \ O P % % %,• -.1`S;ONA; S�`�� FL Cert. 6634 August 14,2014 A WAnazaas-9 1w r ®as2an AnaSS o]saBlse!$fmvvumm�BEF�T3C��9ava ffiCFOBB� Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design parameters and proper incorporation of component is responsibility of building tlesigner- not truss designer. Bracing shown f Is for lateral support of individual web members on[,. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult AN51/1PII Quality Cdteda, DSB.89 and BCSI Building Component 6904 Parke East Blvd. 1ol tyIns I�n navailable from Truss Plale Institute,781 N. Lee Street, Suite 312, Alexandra. VA 22314. 1 1ma?(SPJbur nbserras)coa3Qtl.ahem0n salinse . lbsocle, &VIRIVItivem§'/ID,%231 MINAISC Tampa, FL 336104115 o toss Truss ype ry y Musmina Garage TT4]2]p7 720BO xJ] MONOTRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. M982 ' °' °ZZ. rX. u ug ^' s"' ID:oHTg505Ds3TR?kt?m4?ZGyzbQDE-0XhJMObNRoQLTOURh6S12pGY906jVX4mXG40?ynzHf -2-9-15 7-0-10 9.10-1 2-9-15 7-0-10 2-98 Scale: 1/2'=1' LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2010/fP12007 CSI TC 0.43 BC 0.37 WB 0.21 (Matrix-M) DEFL In Vert(LL) -0.03 Vert(TL) -0.07 Horz(TL) 0.01 (loc) Weil Ud 6-8 >999 360 6-8 >999 240 5 n/a n1a PLATES GRIP MT20 244/190 Weight 601b FT = 0 LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. WEBS 2x4 SP No.3 Ml recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS (Ill/size) 4=110/Mechanical, 2=509/0A 1-5 (min. 0-1-8), 5=503IMechanical Max Hom2=313(LC 8) Max Uplift4=-129(LC 8), 2=-443(LC 8), 5=-295(LC 8) Max Grav4=158(LC 13), 2=581(LC 2), 5=619(LC 13) FORCES (lb) -Mass. Comp./Max. Ten. -Al forces 250 (lb) or less except when shown. TOP CHORD 2-3=-754/182 BOT CHORD 2-6=350/740, 5-6=350/740 WEBS 3-6=0/308, 3-5=-955/451 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; 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 10.0 psf bottom chord nt with er ve loads. 3) • This truss has been designed foned for ra Hive load of 20.Ops onl the bottom ve load chord n all areasnwhere allrectangle 3-6-0 tall by 2-0-0 wide will %,���,`�L' S`,,,���/,� fit between the bottom chord and any other members. %% �P ..... M,y 4) Refer to girder(s) for truss to truss connections. %% NG , C E N 5+ ••. �j� i� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1291b uplift at joint 4, 4431to uplift at joint 2 and 295 lb uplift at joint 5. NO 53681 6) "Semi -rigid pitchbreaks including heels" Member end fxty 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 "t7 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 ��in STATE Z Uniform Loads (plf) k/ Z Vert: 1-2=-00 �i�'n '•'c( OQ. •.\�`�� Trapezoidal Loads (plf) ��(CiS ' . 0 R X , �j `�% Vert: 2=0(F=30, B=30}to-4=-148(F=-44, B=44), 2=0(F=10, B=10}to-5=-49(F=15, B=-15) .,fi A; � �%% FL Cert. 6634 August 14,2014 �WdF�Ror9off9�AP� �,.wwranAO8t5 �ffiAffiSA!®IDDCL®l®7}XR ■■ word for use only witheters connecters. Thisdesign based shown, component. esigerfor an i- gcoming truss compoyuponppramelen iand shown not truss er,Bracing shown of design pnrpdualwantlproperincorporationofcomponent is responsibility of building designer. A poratin Applic Applicability forfaleral to Insure during construction is theresponsibilityof the Is for Additional tempomrybil es tlunng com membersoverall M!Tek' pof emaneuplweb regarding guidance regardiing lding guidance the ly of boiltling designer. Additional antoragecing of the overall ty erector. Atldtiony p Forand BCgeneral DSn o Quality Criteria, D5B-89 and BCSI BuBding Component It AN TPII Q erection and bracing, cumuli contr and bract g, co quality control. storage, Tamp Parke East Blvd. 31Z AlleX Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312 Alexontlda, VA 22314. Safety moor Truss Plate -nc....rs.�..,y,'�,((yp�mfa�ersSi�H'�L.¢l�Se9gOYils�smeSh�a°EaSrvel�y4l�i=m$gVM1'�-'D Tampa, FL 33810-0115 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �T/74r I For 4 x 2 orientation, locate plates 0-1na 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 width measured perpendicular 4 x 4 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 1 bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 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 648 I dimensions shown t sc ale) sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS O U U a 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-131 1, 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 MiTekO All Rights Reserved MTek Engineering Reference Sheet: MII-7473 rev. 02/26/2013 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins 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. 1 B. 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/TPI1 Quality Criteria. STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPTJ�CATION FOR: [ ✓J New System [ ] Existing System [ ] Bolding Tank [ ] Repair [ ] Abandonment [ ] Temporary PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: [ ] Innovative APPLICANT::. Kz • 5 M te�S M u 52: A 1 N r AGENT: & c.C4 /LI L� Ii r L A �io S tJ /Ltzey I..) ca •'v L . TELEPHONE: Z fi (p —`T L9 4 MAILING ADDRESS: I So I jDI£ cy-cP& l --4 rr, 4-� 5 M ��T� �� . 3 4 9 ) Y TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION •� �y r hI tl , n�v IZI VR)t .c, srars K LOT: C.B BLOCK: IO / SUBDIVISION: (_INIr 9 PLATTED: g 19 PROPERTY ID #: 34OZ 1aO9 Oua4 OODS ZONING: I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 0•'Z3 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,/]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y /0 ] DISTANCE TO SEWER: N A FT PROPERTY ADDRESS: 10009 Pt c4o-i-y Dn., Fr. 13a2c�,E. 3 y`)S 2. DIRECTIONS TO PROPERTY: ITA✓crrI U•S�� SourN (fl C&ASY S-mrzrc i j fZA <T VW IZ ASY ST ('D I-1Ic.K4iY[Y brzt,/,c,l No,-&rH DAJ To S,rsti _��k'erY J Jsr�SOQ" Off' [oODi H���cr✓LY �✓L. l BUILDING INFORMATION I✓J RESIDENTIAL [ ] COMMERCIAL Unit Type of No Establishment 1 Qccrss OVLY f3u,cr� r•v U 2 3 4 No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC S'93 0 A I t, DATE : z S ( y DR 4015, 08/09 (Obsoletes previous editions which may not.be used) Incorporated 64E-6.001, FAC Page 1 of 4 ACCURIGHT LAND SURVEYING, INC. 1501 DECKER AVENUE, UNIT 419-D STUART, FL. 34994 PHONE (772) 286-7694 FAX (772) 220-7993 RE: LOTS 27 & 28, BLOCK 69, IDIAN RIVER ESTATES, UNIT 8 STREET ADDRESS: 6007 & 6009 HICHORY DRIVE FT. PIERCE, FL ORDERED BY: MARK INVOICE TO: MEL-RY CONSTRUCTION PREPARED FOR: MUSTAINE CERTIFIED TO: 1) 2) • 3) 4) JOB DESCRIPTION LEGAL DESCRIPTION: ELEVATION CERTIFICATE: BOUNDARY SURVEY: X TOPOGRAPHICAL SURVEY: GRADING PLAN: X TIE-IN SURVEY: SEPTIC APPLICATION: X MISC: BENCHMARK DATE OF ORDER: 09/13/2014 DATE OF INVOICE: 09/26/2014 CODE:09/14 TOTAL DUE $: 600.00 JOB NUMBER: 1320-67-01 TREE LOCATIONS: FORM BOARD CERT: ROUGH STAKE -OUT: FINAL STAKE -OUT: SEPTIC CERT: FINAL SURVEY: SITE PLAN: X PLEASE REFERENCE JOB, NUMBER ON CHECK MAKE CHECK PAYABLE TO - ACCURIGHT LAND SURVEYING, INC. TERMS - NET CASH DUE UPON COMPLETION THANK YOU FOR PROMPT PAYMENT STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Mr. and Mrs. Mustaine PROPERTY ADDRESS: LOT: 28 PROPERTY ID #: 6009 Hickory Dr Fart Pierce, FL 34982 BLOCK: 69 3402-609-0634-000/5 SUBDIVISION: Indian River Estates PERMIT #: 56-SF-1 562995 APPLICATION #:AP1161569 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR955855 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] (OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY NSF[ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 334 1 SQUARE FEET Dra[nfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ I FILLED [xl MOUND I CONFIGURATION: [ ] TRENCH [x1 BED [ I N ` F LOCATION OF BENCHMARK: Nall in utility pole w/ Orange paint in front Of 6007 Drive I ELEVATION OF PROPOSED SYSTEM SITE ( 4.00 1 [1 INCHES FT ] [I ABOVE BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 13.0011 INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E R LLL L Wul1 u: L L/.UUJ 1Vunzb GAuavH'1'luv L J 11V G!]EJ The system is sized for 1 bedrooms with a maximum occupancy of 2 persons (2 per bedroom), for a total estimated flaw of 100 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(0, FAC. SPECIFICATIO Chantele Potts TITLE: ,N�� Environmental Specialist II APPROVED BY/y`.r�i� TITLE: Environmental Specialist II St. Lucie CHD Chantele Potts DATE ISSUED: 11/17/2014 EXPIRATION DATE: 05/17/2016 DH 4016, 08109 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1161569 SE943215 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. Z z Z LOT 9 BLOCK 69 c m LOT 10 & BLOCK 69 e m IRRIGATION WELL POTABLE WELL LOT 26 BLOCK 69 N. 9 0'0 0' O D' W. 125.0 0' FND. CAP 55.5' ti Lr�wG� — - LL ojCONC . v0' LOT 27 n BLOCK 69 WD-�E0 1C00oNK0.1� 1J 5 W.0.36' LOT 28 BLOCK 69 PROPOSED GARAGE/ WORKSHOP 520 SQUARE FEET 5,LLJABLE SEPTIC AR X 17.4 ypy s NO OBSTRUCTIONS WELL OVER 75' LOT 29 BLOCK 69 CONC. PROPOSED DRIVE I.B. NO I.D. nC;a. t CNR MEG 1 i REAR 2.NG. TECH. 1• 'a i FND. NAIL h TAB NO I.D. 1 4 v 1 LLI En a . mol V' O 310 aLO,: W 03 O � o� z LEGAL ➢ESCRIPTION LOT 27 & 28, BLOCK 69, INDIAN RIVER ESTATES UNIT EIGHT, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC I St Lucie County Health Depaf OF ST. LUCIE COUNTY, FLORIDA. Environmental Health Division Site Plan Approved for Construction Supersedes AlVrevious Site Plans for Date: #Ism 299 & WellOST# 'Date: Reviewer: ,� �_ ed�✓ SURVEYOR'S NOTES 1. SURVEY OF ➢ESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUIL➢ING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. S,ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. LEGEND 1 1 FND. NAIL k TAB NO I.D. A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - I➢ENTIFICATION I.B. - IRON BAR EO.P. - ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N z NORTI{ E - EAST W - WEST S - SOUTH N:A.V.D. 88 `- NORTH AMERICAN VERTICAL DATUM 19BB N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 SET I.B. - SET 5/8' IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHE➢ DESCRIPTION (F) - DENOTES MEASURED ➢ISTANCE, ANGLE OR BEARING (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING PROPERTY LOCATED IN FLOOD ZONE, X COMMUNITY PANEL NO., 120285-0281-J DATED, 02/16/2012 PROPERTY STREET ADDRESS, 0007 HICKORY DRIVE FT. PIERCE, FL., 34982 PREPARED FORT MICHAEL & MARY MUSTAINE SYMBOLS ® - WATER METER qb - POWER POLE 00.00 X - EXISTING ELEVATION Q, - CENTERLINE BOI, ACCURIGHT . SURVEY 'SURVEYING, EARLE R. STARKEY — PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 '— STATE OF FLORIDA SURVEY NOT VALID V'ATHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER a z 0 VI w v 0 Ei N ti m R 3 U J K W K 2 U a 4 a U w V Z LLJ D V) r2 V F- Z f-- J W z O 0 Of LLI Z Z 7 II N W z O W 0 N O mm nn w U O q = 13`Guno0 alOnT-IS E)NIUIP1113d SIoL s 83j cl �91L� � ^s A FND. I.B. NO I.D.D. 55.5' LOT 26 BLOCK 69 N.9O'00'O0•W. 125.00' (P—F) o, ui 257' FND. 5/8' I.B. CAP @,I.K.O. FND. NAIL & TAB NO I.D. I SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED, 2. LANDS EASEMENTS,iOWN BUILDINGEON WERE NOT SE BACKS, AND RACTED IRTRIGHTS-OFOR WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. SHOWNTO AMERICANTIONS VERTICAL DATUMEON OF 19 8,AREt IVE SEE T SURVEY FORTH REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE ND ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. S.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. LEGEND A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - I➢ENTIFICATION I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT O.H.V. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE i o > N ni w a 3 N - NORTH E - EAST W - WEST S - SOUTH a m i N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 8 LOT 27 I 0 4 m I N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 LOT 9 BLOCK 69 mop 0 Z �' 0 a in �_ SET I.B. - SET 5/8' IRON BAR CAP #4459 o m q BLOCK 69 c WOOD - U d (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED w m I DECK w '� DESCRIPTION Ca II 12.1' z o a d (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING U 0 6.6' iV (C) -DENOTES CALCULATED DISTANCE, ANGLE OR BEARING a Y v i I we W Z w v 10.1' 44.4' n 25.1 ¢— R 4 A U N O of i p <� PROPERTY LOCATED IN FLOOD ZONE. X cc CO- COMMUNITY PANEL NO., 120285-0281-J mw 0 c7 o DATED- 02/16/2012 in mm — b n PROPERTY STREET ADDRESS- • Z 3 12.7'b r ¢ r 6007 HICKORY DRIVE (, Q m N O _ m `is'0"" - m FT. PIERCE, FL., 34962 15.0'-- j 29-2 O—OQO PREPARED FOR- MICHAEL & MARY MUSTAINE O p d L vp_¢Z vly e z f v� :i -i LEGAL DESCRIPTION a LOT 10 D FORM BOARDS TOP OF 3.0I LOT 27 & 28, BLOCK 69, INDIAN RIVER ESTATES UNIT Z BLOCK 69 b LOT 28 o I BLOCK FORMS El EVA�01501J5 o 69 `N EIGHT, ACCORDING TO THE MAP OR PLAT THEREOF, AS 73, OF THE PUBLIC ` 4 RECORDED IN PLAT BOOK 10, PAGE RECORDS OF ST. LUCIE COUNTY, FLORIDA. r W o v c, x 3 O N; SYMBOLS o 30.0 FND. s/s N.90 00'00'W. 125.00' (P—C) FND. s/6' ® — WATER METER I.B. NO I.D. I.B. NO I.D. 10, — POWER POLE Q .0.1' W.0.36' 00.00 X COSTING ELEVATION Z NO�OBSTTROBSTRUCTIONS - S1. LU a CO. � LL RUUC 75 Da1 11d - CENTEF2LINE Q a U ove J Z Y 269 BLOCKLOT BOUNDARY SURVEY vim—) o ACCURIGN► = Ld o yp ;lhrrW.`SURVEYING RSA 6607 (' R cn w : :!!�� � o >A a� W Yo EARLE R. STAR I - PROFESSIONAL LAND SURVEYOR TAB NAII.D. REGISTRATION NO. 4459 — STATE OF FLORIDA Uolf A¢ o� SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q U) �N RAISEDSEALOF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER I I I- n q r, ,f LOT 9 & BLOCK 69 m 'j y LOT 10 BLOCK 69 0 w IRRIGATION WELL POTABLE WELL FND. NAIL & SURVEYOR'S NOTES '�OUa Wt ( -,^� ^ TAB NO I.D. 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS A01 (: rt'.t%S r �C. OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUIL➢ING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. LOT 26 I 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. BLOCK 69 - 5.ADDITIONS DR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. N.90ro0'00•W. 125.00' o LOT 27 BLOCK 69 �'coia m J wooD W DECK W 121' ZZ O w a x r `rz IRRIGATION WELL 3 O 0 0 P O ,%1I' / 'rND. 5/8' I.S. NO I.O. LO.1' W.0.36' CONIC. I (I PROPOSED GARAGE/ LOT 28 k WORKSHOP BLOCK 69 FND. CAP mm I m �m alo � J v ad 4 zU. � N Ic CONIC. xm to 25.1' az moo. En W. w>� ¢v m m_ Of to uNE 100 m 3 `oo '25 2 O o _ Z PROPOSED DRIVE — >— FEET szD sDUARE oYE EA3 AVAILABLE SEPTIC AREA i X 17.4 1n �65 30.0' ,616 FND. 5/8' S� X I.B. NO I.D. NO OBSTRUCTIONS WELL OVER 7W U LOT 29 a BLOCK 69 0 O 0 r r `L FND. NAIL & TAB NO I.D. LEGEND A/C - AIR CONDITIONER FND. - FOUND w z CONCH - CONCRETE COV'D - COVERED o I.P. - IRON PIPE I,➢, - IDENTIFICATION I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS w w R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH a N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 N.G.V.D. 29 - NATIONAL GEO➢ETIC VERTICAL DATUM 1929 n vi SET I.B. - SET 5/8' IRON BAR CAP #4459 0 0 w 'not (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED w DESCRIPTION w r II (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING > (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING A W w a J Z K w 2 U a w A p U N PROPERTY LOCATED IN FLOOD ZONE, X COMMUNITY PANEL NO., 120285-0281-J DATED, 02/16/2012 PROPERTY STREET ADDRESS, 6007 HICKORY DRIVE FT. PIERCE, FL., 34982 PREPARED FOR, MICHAEL & MARY MUSTAINE LEGAL DESCRIPTION LOT 27 & 28, BLOCK 69, INDIAN RIVER ESTATES UNIT EIGHT, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SYMBOLS ® - WATER METER -Cb - POWER POLE 00.00 X - EXISTING ELEVATION - CENTERUNE BOUNDARY SURVEY ACCURIGHT LAND SURVE)a EARLE R. STA EY — P fCi{t LAND SURVEYOR REGISTRATION 0. 4459 — STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER IN U) Z Ia- J (n z 0 U (n w LLI Z Z (n ry- L3J Z (n Ld 0 V) r� W of V)